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�..�,. . _ _, _ s r � BEGINNING OF FILE FILE. TITLE WW ?4owAl-mv2b63 WAsu �N �ror! #a Irr STA77oN �i'ENpl3/�ITATIoN �DE,SIGN IL OF V { ACV/CET I AWAKEN April29, 1993 i 1 R112 Engineering Attn. Mark Miller 8383 158 Ave, NE Redmond, Washington 98052 RE Lake Washington#2 Lift Station 3900 Lake Washington Blvd N WO#9304238 swN Dear Mr. Miller, - --- -_.-._-. L'rntral Ihnsra Puget Power will install total underground transformers in the existing vault and a pad- mount transformer as indicated on the enclosed work sketch. The transformer size will i�nr nw be 75 kva with a serving voltage of 2771480, three phase The charge will be $5,470.16, based on two(2)year revenue. City of Renton will be issuing and cost to M,m counwu.. construct job. This quote is good for ninety days from the date of this letter uW 4me1, ren�¢inn It will be your responsibility to have the ground to proper grade for us to set our manna transformer. There will be a charge for raising or lowering our facilities as a result of changes In grade or terracing Puget Power will be providing excavation for dwv ngctseune transformer. Your electrician will be responsible for providing and installing the serv,ca conductors mlaw of from the meter;o the 75 kva transformers. Puget Power will run services to existing - Ci.mea homes. n+ma (106)950.5555 It the design and conditions are acceptable, please sign and return a copy of this letter to this office with a check for the amount of$5,470.16. We will release this lob for scheduling of construction providing easements have been signed. Our construction supervisor is Bill Dolleman, and he vill be scheduling your job after it is released If you have any questions, please caI me at 277A947 Sl cerely, �Kare,�Sharp Customer Service Engineer A Date: ,Sjfj.q Puget S'OUnd Power&Lght CM" y ti20 Soum Grady Way Herron WA 9e055 3225 i r 16 . ,;,": Y t f. ENGINEERS PLANNERS SCIENfISIS rtf t , i June 15, 1993 Mr. Dave Christensen t City of Renton 200 hull Avenue So. Renton,WA 98055 I Sub*t: 1992 Lift Station Improvements • Lake Washingron Rehabilitation Puget Power Transformer Upgrade Dear Dave: Enclosed with this letter is a copy of Puget Power's transformer upgrade plan and a letter to be returned to them if the design and conditions are acceptable. We have reviewed the plans and recommend that the City accepts the plan and proceeds with having this work performed. In order for this work to be performed, it will be necessary for the lift station electrical power to Le disconnected for a period of eight (8) hours. During this power outage an Emergency Generator Set (170 Set) will be required on site to operated the lift station. It is our recommendation that we investigate the possibility of using the Sewer Department's EG Set to avoid any additional compensation claims from fhnega. 'fie power outage will be the last construction phase prior to testing and restoration. Sincerely, RK2 ENGINEERING,P.S. Mark Miller Stall Engineer j End: Copy of Puget Power's transformer upgnde plan. i RN2 ENGINURING.P.S. --_ 8383 158th Avenue V.E.• Suite 200 (filK)rtunity Buudinµ • Redound,1� f (20h)80-1488• (206,9S3-0241 • VAX 12W 869,770 a � ! a} CABLE• MFG R., M 41. RECEIVED BY: RH2 ENCINEERIN&P.S �7 FILE N0:��_ t X1N 1 4 g� ROUTE i0; Y � t4 • GRID NO. 4� CO.I.U.N0. .� CO.I.D.NO. . CO.I.D.N0. � :��+•,�� SEC.VOLT MFG YEAR �\ JIV47 1' Nr,, �1'•PJ.lafF an 1. of 'poi J/ 4 (- ♦til YCNlN. GK It ° 3,91yo-J�/e//aS JU.f 1 /Ur,J .fo ie/. f/ /lp,l //V, J-mot 3 = ? Nred Ta7 '2 25tlou)f d7At IN, � SICo✓ � A' N o ��t ratl l h eva 12A 1 - q') by y • i � IrtAp♦�G: /i, :,tJ/. P., vIC l L� LG "1 `+;� I ,9-•-i ., t ✓ 1` ., _ "!Uf IJ, J' 9/?,c:'...`:•_• yI !• i'- `�1 •�, '31 r�,�Y/.� rJ�.J - Yo A:- .`.v t JS Y,J an�o a, ': ��:h/7 7,9 L�; r„ r:.r•s//:fiA✓/ IYL 1 .'_ •"_ .emu `� �.Qk� i�'.2 :,.1ytiJ _ A-•r ul ysi.WuC a •'lr rJ�//i Cat . REMV. REPI..J�— - Lill' VrtL ram.. / -yam f1MMr / II J+liW #S -• _ Ad/ Ex,NN orn /5, ;1 Nc� Stile ; � _ t✓ f.�,, fxr5i. Srs� Nto416 !L sgr �at�he No /C c of �Di . ys/fn 9 Celr/l bc. 0 a t Aw&ls w NJ !IO!>rlhak .y,, •I v,,i, , " 1 1'�r,'lic �'� ACTIVITY �7,/11?d1 (� t Marl PRINTED as,E EEnW4 1 � of 36 v/i u a h � MAY 21 1493RUWIWEE u.e rwu • uEr. ,,,� �/OI/1/ � f1� ✓1/[ l iFL�i.`�116 �01 , D 61ilrncfi�crJ �c�c+c✓ Lrh�sr�� f'2/-ll, . y CALL 1-BM-424-5555 FOR UG LOCATIONS 2 DAYS PRIOR TO /. ✓ ante c ;JU,ES RE y�sa REOD N� RY —�o Qlor v Ea.,ara {REtAa'a%7 OYo.a+r cc��YYee \ m WEon 1 Oon+rp� G T,EdL11 REDO. OUTAGE REOD. Aq'/ _a ❑ svrt00+0 nEoo. by O!Y ROAD RUSH REOD I Erg [oWVw /. Pa;• (] FQQ CUT REOU '� ❑V'1ER ❑9'KIAL EOEIV REDO. L.Ad. lireCf.'.148 HOURS BEFORE YOU BIG 1-800-424-5555 . k u A,Wre. THIf.SKETCH NOT TO BE RELIED CN FOR EXACT LOCATION OF FACUTIES . ,� 1ME YVI ��)_� I • L�j�IhJ A ion. e �� �,.1gIy59n-lloa,::+9 ,o.,a / � /-/DO r� P / s� nae � u•YA+w! p1YA•� ' I , ./ � r'./1r2iZ� ...,olEun 'ri.WC aR YANEDM �� P.5 I CFI �. It01k�Aw%o!.•[ lonEwwMR qoE .we/, 1_ ' py; TMA {T,JRE..O(.Y IOYINM LwlRDOY C0�{TR SVN. MT[Y O.WTM lMGhl,- •. 1 )R 1 Y Eri /rJsfLha ',JRJ r Copt r ...E_ST . ELAH OR CHAROES EST. CREW PRINTED Q'7*f-CT'V E Y DE HRS. MAy 2 I T993 REI'R'4 !tb'1 I 09. ALEEF`C'f IEE r n°�; U.5 ❑WSf:1.TEA ,i.w. Elt.. )B �. //�J R0Y Is 401 OR:uf Wl '. LO.tJ�AGf" �/SD,E� �7CR'dDN GJ/1G.ST�/ Y(l-%�97 1-800.424-5555 FOR UG LOCATIO4 2 DAYS PRIOR TO CONSTRUCTIO►!fESRE i ASR REOo Nwn owe caw _ r`ErocE�aE�ao 1L' heed TRE i .i z cao,arnry C E Tw f — ,COn. OUTAGE REOn, 3 cp° v pe,. EE n wmo4NC,REOn a ❑PAW K&4 REOo. C ROAD W REOa S U`D ^ +P '»R SPECAL EOUP REO'D '148 HOURS BEFORE YOU DIG 1-800-424-5555 ' 11i �..�• SKFTCH NOT TO BE RELIED ON FOR EXACT LOCATION OF FAC,J':ES e~ M •!°' .c,Ra,Fne. .wApvE09. 'wSvtOe,f WV�E�..� pUCET�� �� P5P Y.S ,hfl4 POAMER' _ R eM,yi ,Eowtuuuar[—__ MO[ .. w0.... ------ MA 6,MEnp(,V fp,EWR LN[M.OEE CfY6IR SUN Sv5°EV O.fMRM ERGNE.- M,W MPF AOYAN[E tXV..$t01(1 30 i i I i I 24 CLEANOUT AT _ COLEM* POINT _ 6 STANDPIPE 14 ' " '"" RUSHINJ s;AI . �, r y_ 4760 FT. 0i 8" DI PIPEI �. 0 600 12C0 1800 2400 3000 3600 4200 4800 5400 (Fr--FT) LAKE WASHINGTON LIFT STATION a 2 INFLUENT HYDRAULIC PROFILE START SET (p- 9.00 FEET PUMPING RATE e 150 GPM ...: 7 0 { f I - a 4 ■ - aim■■emi�ia���i■i�i■aim■■■ _ i. ■i�■■■■■■■■■■■=ie■No ■u■ ■■■■■■ ■■■■■■■■■■■■ ■■ COME 4 +r F C'IS50E r = . clration MaOine F 1 ` L� AlIJATEtH OD \\\ \ ar t � Value-packed • High velocity sewer clean- Proven Aquatech sewer ❑ Combination Machine ing,2.000 psi at 60 gpm. cleaning and debris removal O j - at lower.t price; • Removes debris from on systems brought together in a and under the water level. combination unit at a price Versatile,Efficient. • Superior quality Aqualach never before available. • High veioclty let_osier and Moro vacuum pump. Aquatech C 1850E improves r,acuum debris removal • Separate debris and water pipe cleaning operations with - capat'Iltiesinprleunit. storage tanks nigher effibienCy and lower • Waste water recyciing is an • 270 boom rotation with costs.The C 1850E stays on •.clusive standard feature boom fully usable from all the lob longer workmc more 'lecycled water is uses in, positions within that arc nours per day ov makinq fewer sewer lelanq or orer3s,i, • Foot-ocieraled hose reel t npstothedumpslfe A,xv, \J discnargwi into sews 'ootroi pedals design for d time proven • Single enllme powe, Jptionai ,lainless steel .vstem ;ource o rn ,v.,i...... I Vo I•a-i.-:.wadable. 'uncnpnr a 1 -,t R Aquatech C-1850E Combination Machine Urmanslat_a U.B. metro ----- A 011xyll mtluslr cUmti; —_ 25'5' 7.8M B. OYMI M.iyht IptlUm n baW LmIMQP) 10'11' 7.1 M B C_oheall r1 nc uoom raves 15'0' 4.6 M — 0. Wvaloblaeody" 125 3.81111 ° r • oY« W41h e•o' 2.4 M Dkry odour lnsy very vAth dYsseb seWborl Faunal Sp"Ificatlans C•18501L veTrrp,n P.G,]DIG n,n t 111111,1111i _ Caf,�ie ItWUS pallons(3706 nibs) fAngNdlOn aequ tlNrgn.eMnnueuaweN.'rvlm WnM.apMY ba1M fi 4garWtQYW.P-PrlrrkWgwllgMdw+geN nNraW1 Pa 93fi 1 . Lyle PW wOeratlwq aMmex.taro apaaxnvWe =rl' 7 of vecuu Ann wqp pangwn CapaDv 6DsrU wr)aws+Wra M'le asn1NSirrncmnctral SMworrcn�np A ift INxlntlKgd IlbpalgMl Cpd�nQ n+ervOrr Tarnr Inraabn nNM Non xwnlnq litrevwtl vglx INaI srpm papa M gpxnd,>INion Anon Drtlmx wrm mm� mw P Ipanullc ltyslem 1,�ma.pUn It,Irma.2WIp]I PMdars)q fig Wp (2271nxsl alOwirmalenar s raise NeruN vpod vwa+ _ t Aapgaere pu.wrrpn NtlaraN u tl•Ip mfpaCDon pdn iw vawtl Drorn Mne p,nq ev/ �. PLO Drrvp NYVIrWeC Wmp PnaWra rOnlvaIW.20lU DM 11201mII) 011ntlnpll tS QGIIM I571rixq eW aCrry wqx nor,coma vwa O+prl+rar.tlow PPmrrp ws clalrp cyn'Iox Pro IPme+r inr and 11W RansmrxxrpnmwnleD Mwwu MalMpxCpM4IX5MatIM ` Nele,pump P WM) l VacuVm OrexalrG Jump Cntlnl+cep mounap mamur ctlnnaa (IV iorr Vur uq.g.;c+D.clly l•lo lzsamminwe Dabla 31y Nit,. ,,n MAI.'apayrryyygUS slp2laews)lOcud¢proa Ngee AMral_.l xMw.dwrpn.cmlrwan wew Mga'iq!{"16?Smmlmlq qMl ... ^'=VIO PS1113J D+IUUpergrlp pleaWn IMNgr Cpgllp9WrwatrC mgMN S14YI]I praaWle MyaWIK Oeanea enO cb+IGp tlwna0a]' Equ'omem SIDreQe l,pultl INq N]rcaars wagawgx lecYd.y Mlem FkYrrq tlr+Cnarpa amlla lqub al]Cnaga TOppRY1 W11n W1anYK Va4VMn Nul.Cal fYYlem �. YWNrelnp wln]NgK.ryry KVum Nul.M eYrtam $Ientlnrtl N[CaaeDna+ PrtlaaarNrN vwa. S Pit.lIegl _ min sewer rrotl LnMtl+gM peen pumpmq aMledw PW e t NDn.nnWnq irWawl ,W]+awn nargqumaan 25(7 6m)d�Po'(12]mm)n0M P/er CW N Cam Ipar dWl CIp]Yres �S�rplq np2ila a�q I$'radl]I nCSZIa 270'rdannptmn "Idlsmml waa nrantler.rWrde BDdn Kca "12l 5 mm1 nose silo Ilnrrp Inarbx.raraepM V nt apavnup Darnl PpIaDN pxgw 00ancMnae •. ns anO sem¢a marwaK lCnawr mlYl Elacmc01 rx]rpIDwxlrp Oalm t4'(43 M)m)al'(1'1102cm1mWenpr wpm w¢a tlnco,xndlb,rp - ' o'1]Om)Initla NbaapngIX ape ' BWmvaNa glxVC'pY TI.6'119m1 aXIwaKKIIYw soar iocbrp nor aacea m nNN poselm Jpupne Conw"wd am*= nmle<n Acctlsay Man era 11*14ti. o tuna WmDVlytlyCl q/enlrp ero c.D+Irp lb.eae epee.xpina mrane Eool caero nose Psv W P I n nN e E—nowcomrollamonl aysr Emxgann'S ge gaugem Walx mtlave TycnOTxx vecwm maswre gauge Soecrfled by Professionals wprawa.sw- - p��y� ti `+..inn lasaxn 3v�e1 yy)yn yy ryeapn Ygr]nros tagr. nlrnrnti oJ6U2 wMnyw rwUn Yh :]I, )'.N All Pahng$dfo arosuprarocnenge w+Ma,t nonce. An rennga am cx'vwaletl a/aea uvN ,+ '•'-^- Valarlh •-x a 8mwl� rx:n i-n�.r,.r.. ,,.. J _ _ J �. ...�.r. 4 _ _. ," .. ., R. .. . Y*. � .. t'`' .. R '` �� a` % I ��� � `. � � ICI ' I � � 1 I � I / u I / -� ♦1I y�L __ r � :. - i � ,. ��S � R I� M r �, ,. .. n ►. - � r r �! �': d � �i �� k , •� ., +t , : a_ , �, . Y +Y 1 e �.. - . y< '16 3 � , 4 1 I City of Renton j Lake Washington Lift Station No. 2 1 Preliminary Design Meeting Agenda Wednesday, August 26, 1992, 1:30pm 1. SraWs of Design 2. Presentation of Aftemattve ' a. Vault,elec enclosure,paving,trees,shoreline stabilization j b. Vauft,elec enclosure,paving,trees,shoreline stabilization,more fencing " A C. Vault&also enclosure Orly,concrete pad,no paving 3 Design issues ... a, Location of existing force main&other util1ies b. Status of tole search C. Pump design flowrate assumptions(250 Jpm) d. Will permits be necessary for shoreline stabilization e. Cost compansons 4. Selection of Aoematre I :r'. t 13, / I OF FILE FILE TITLE 1 BEGINNING W q rri cac3-9a-�� 1 R�ord ed'. I�IIb Iq[. } 011�yq��An'r']'�c�tlTS `,Qo.tSbx 43o CONTRACT d00K f1 ak�, WA 481oq P1.onot (eo4) xEl-Ib99 �'.tF�o '• 4 4ZR 114113 cm ' CITY OF RENTON BID DOCUMENTS AND SPECIFICATIONS FOR: 1992 LIFT STATION IMPROVEMENTS OCTOBER 1992 SCHEDULE A • COTTONWOOD LIFT STATION REPLACEMENT SCHEDULE 8 • LAKE WASHINGTON LIFT STATION REPLACEMENT • F\tlAI . 6� A r. 1 � y 1 � 1 1 CITY OF RENTON BID DOCUMENTS ANU SPECIFICATIONS FOR: 1 1992 LIFT STATION IMPROVEMENTS 1 OCTOBER 1992 1 SCHEDULE A• COTTONWOOD LIFT STATION REPLACEMENT SCHEDULE B• LAKE WASHINGTON LIFT STATION REPLACEMENT I 1 P�0 H.Flq�,e 1 Q�}Qoe wss.,,N` F9� i 19.J 'oc Aecrpue v� `rStCN Al LN 1 EXPIRES 1 Prepared by: ' RH2 Engineering, P.S. 8383 158th Avenue NE 1 Sude 200.Oppcnunity Building Redmond, WA 98052 (206)869 1488 1 (206)453-0241 1 a i 1 CITY OF RENTON ' PF RENTON, WASHINGTON � w r� aCONTR4C:DOCUMENTS FOR THE CONSTRUCTION OF SEWER PROJECT W WP-33-0510 1992 LIFT STATION IMPROVEMENTS a CONSISTING OF: BIDDING REQUIREMENTS ` CITY OF RENTON FORMS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS a i RH2 ENGINEERING,P.S. 8383 158th Avenue N.E. Suite 200 Redmond,Washington 98052 Ocwber 1992 t 1' r_ } P/ cn.+IBIT "A^ FAM i CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION N0. 1390 f i 5 The policy of the City of Renton is to promote and affor,' equal treatment andi services to vll citizens and to assure equal employment opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sex; the - presence of a non-job-related physical, sensory, or mental handicap; age; or martial status. This policy shall be based on the principles Of equal employment opportunity and affirmative action guidelines as se in federal, state end t forth local laws. All departments of the City of Renton shall adhere to the following ' guidelines: _ K (1) EMPLOYMENT PRACTICES _ All acti vi tteJ relating to employment such as ' recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will ' be based on individual performances, 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) &OOPERATION WISX HUM" RIGHTS nnrANIZATI7NS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIOE ACTION PROGRAM - The City of Renton Affirmative Action Program w 11 be maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to 31I. It shall be the responsibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may >e established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected ctass of employees is under- representetl. M/ CONTRACTORS' OBL IGa TION - Contractors, aubcon tractors and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Lion-Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in ell operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN and by the City Council of the City of Renton, Washington, this _ day of 1980. CITY OF RENTON: RENTON CITY COUNCIL: Mayor Council President ' Attest: Issued: July 10, 1972 Revised: February 9, 1976 City Clerk Revised: June 2, I980 - , vvei m-n muEQtism,r.• ,. t I City of Renton I� 1992 Lift Station Improvements ADDENDUM NO. 1 October 28, 1992 To All Plan Holders: You are hereby notified of the following changes, deletions, additions, corrections, and clarifications to the plans,specifications,and other documents comprising the contract documents ' for the City of Renton 1992 Lift Station Improvements. 1. Scope of Work"Schedule A:Cottonwood Lift Station Replacement(WWP-33- 0510)" REVISE the following paragraph: "Abandonment of an existing submersible lift station and construction of a new submersible lift station with secondary containment around the wet well. New valve vault and piping,new electrical and control systems,site grading, and retaining walls, demolition of existing equipment and structures. The existing station must remain operational during the construction,or the contractor mu•t provide temporary pumping facilities. a Completion time is 180 working days from the date of the Notice to Proceed" to read: "Abandonment of an existing submersible lift station and constructic.i of ` a new submersible lift station with secondary containment around the wet !; well. New valve vault and piping,new electrical and control systems,site i grading, demolition of existing equipment and structures. The existing station must remain operational during the construction. or the contractor must provide temporary pumping facilities. Completion time is 180 working days from the date of the Notice to Proceed." 2. Scope of Work REVISE the following paragraph: "The City of Renton will issue a separate Notice to Proceed for each r project. the City may issue either Notice to Proceed in the Spring of 1� 1993." .fMt]n.A PboiCM1MD(KN.mt 1 Tom_ y• Ll•�A �y ii r"1 Addendum No. 1 October 28, 1992 Page 2 to read: The City of Fenton will issue a separate Notice to Proceed for each project The City may issue either Notice to Proceed in the Spring of 1993. The Contractor should anticipate the possibility of a late Notice to Proceed. All costs associated with a late Notice to Proceed shall be 3 incorporated into the Sid- No additional monies will be given for costs associated with a late Notice to Proceed." 3. Contract Forms: "Insurance Questionnaire", Page 3, and "Endorsement", Page 4. Reorder the following pages in th• Contract Forms Section by placing them eiler page 13 (with the page numbering changing accordingty) "Insurance Questionnaire" = page 12 "Endorsement' = page 13 "Insurance Information" = page 14 4. Contract Forms: "Proposal", Par Add the following line item a)ter item 13: 14 LS Shoring X I =S " (Price in Words)" REVISE the following sentence: "Subtotal Schedule B (items 8-12) S to read: ,• y "Subtotal Schedule B (items 8-14) $ nEr+snlo.mM[tauoo[Mm, f Addendum No. 1 October 28, 1992 Page 3 ■ REVISE the following sentence: '!"* "Taal all Schedules (items to read: "Total all Schedules (items 1-14) S ,. 5. Contract Forms: "Contracts Other Than Federal-Aid FHWA" Page 9 & 10, Item No. 7. REVISF. the following paragraph. 7) ,ae Contractor shall commence performance of the Contract no i� later t' : 10 calendar days after Contract final execution,and shall Y complete the full performance of the Contract not later than 180 working days for Schedule .A and 90 working days for Schedule B from the date of corrtmencement. For each and every working day of delay after the established day of completion, it is h-reby stipulated and agreed that the damages to the City occasiored by said delay will be the sum of$600 as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contract to the City." to read: "7) The Contractor shall commence performance of the Contract no n later than 10 calendar days after Contract final execution,and shall complete the full performance of the Contract not later than 180 working days for Schedule A and 90 working days for Schedule B from the date of commencement. The City of Renton will issue a separate Notice to Proceed for each project. The City may issue either Notice to Proceed in the Spring of 1993. The Contractor should anticipate the possibility of a late Notice to Proceed and Fteparo to complete the Contract within the allotted time. No additional monies will be given for costs associated with a late Notice to Proceed. For each and every working day of delay after 9FH}q L 93vFCY.NpE.4` 1 Addendum No. 1 October 28, 1992 Page 4 Y the established day of completion,it is hereby stipulated and agreed that the damages to the City occavoned by said delay will be the sum of$600 as liquidated damages(and not as a penalty)for each such day, which shall be paid by the Contractor to the City." 6. Technical Specifications:"Division 1 -General Conditions",Page 1-1,section !.I A,"Submittals" ADD the following section: 1.1 A. Submittals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall be provided by the Connector if required by the Engineer. a. Required petnnits b. Statement of Intent to Pay Prevailing Wages C. Testing schedule a d. Operations and Maintenance Manuals e. As-Built drawings f. Traffic control plan g. Guarantees and wananries" Technical Specifications: "Division 2 - Sltework", Page 2.1, Section VA, "Submittals". ADD the following section. "2.1 A. gebm;rals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall ae provided by the Cone ,for if required by the Engineer. a. Dump site permit(s) NEM,$TA ttN�EeaNGOFN m1 J J 4s+, i Addendum No. I - i October 28, 1992 Page 5 i b. Shoring plan C. Backfill d. Dewatering system plan A t. Temporary hydraulic discharge pernut d L bees and sod ' g. Fencing h. Paring" 14 6. Technical Specifications: "Division 2 - Sitework", Page 2.7, Secflo, 2.7, "Fencing" REPLACE the following word: "B. Chain Ling Fence" 9 to read S 'B. Chain Link Fence" 9. Technical Specifications: "Division 2 - Sitework", Page 2-7, Section 2.6E, "Landscaping - Hydroseed" DELETE the following section: "E. Hydroseed" 10. Technical Specifications: "Division — Sitework", ?age 2-11, Appendix A, "Cottonwood Litt Station - Schedule A, Site Conditions" ADD the following Figures: "Figure 2, Site Flan Figure A-1, Soil Classification System Figure A-2,Key to Boring Log Symbols y , Figure A-3,Log of Boring" 1 � RFH ]�1F:W^EC4NOMN m1 J i h' ^��� \` VAlK YMAI MM 4"AYMMCY�' `'•// Oj �� ' I .\ J%' \ `\ /y'\/ �R— Ifi00RMOCpItgA JWMI .1W1MG MICA _ a� \ td kcI To C (rams.m Cmll Lti/ "�y / s IYYw�,PwtirW Yillal SVs.CwAnwmal�s�xm nwawa SN PYn.' V"`jl' YI�NYI p R4Fnlr�n,IMv�r,4�MM MIMN/b��'p VCU\ (:)1g))Ilti15 FMURK2 I� J 1 SOIL CLASSIFICATION SYSTEM —� MAJOR DIVISIONS GROUP GAO'IP NAME SYMBOL ! GRAVEL CLEAN GRAVEL GIN WELL-GRADEC w.vEL.FINE io 4 COARSE COr.xeE oR AVFL iY GRAINED Op AOORLV-ORADED...FRIL SCILS MORE THAN 90% JRAVEL GI' RILSY...Yet or.0'..,'.ACT.. WIT`' FINES RETAINED Ti , YORE 1NAR So. ON NO.A AIEVE GO CLAYEY GRAVEL RFTAINEO OR VO. To.REV. SAND CLEAN SAND SW R'ELL-GRADFL SAND.FINE TO R co.HSF SAND P Y S 'OORIY-Oq ADLC SAND .0.E THAN•11 SAND SEA 61LT SANG OF COARSE FRACTI.AFSEE WITH FINES NO.A SIFVF Sr CLAYEY SAND FINE SILT AND CLAY Ml SILT INORGANIC GRAwEC Cl cur SOILS uoulD umr LEE.I..... ORGANIC OL JROANIC SILT.ORGANIC CLAY aYOR[ T.A...a GILT AND CLAY MH SILT 01 H10N ILASIICITY.ELASTIC SILT ,A...$NO.IOD INORGANIC aFYE CH Cl AT OF NIGN PLASTICITY.FAT CLAY . N."E SO0 OF OP O.E ORGANIC ON On DANK CLAY.ORGANIC SILT HIGHLY ORGANIC SOILS PT FEAT NOTES: SOIL MOISTURE MODIFIERS: 1.Flatd cl... baton IS Cu.D on DRY - Absence of moli'ur.. CUUY, it,, Ili Y.*us, •.Amini HOn DI ..it In D•ner Sl to the IOVCR C-01d•-C• with ASTM DZIe.A-GC 1. Sol' 11..."Callon velnD I.ebr•'ory Motet - E G,but no Visible *at*, N•te IS based an ASTM D]AAI- 00. W•I - Visible Ire. w.tar or .....Sled. J.Descrtotlons of Sou density or ta....ily soft IS bJtned 1ro1n o Dnipbn., .1. bal.1 on below water table In4rw.t.uon OI mowcount data. rives's0oe oincn o1 -bile, .nd/or 'dal data s I' as as L �U" SOIL CLASSIFICATION SYSTEM �w Gco,&Engineers FIGURE A-1 {I LABORATOR f TESTS: SOIL GRAPH: AL Atlerbeig limits CP Compaction SM Soil Group Symbol CS Consolidation (See Note 2) OS Direct Shear GS Grain-size Distinct Contact 3elween %F Percent lines Soil Strata HA Hydrometer analysis SK Permeability Gradual or Approximate SM Moisture contort; Location of Change Between Soil Strata MD Moisture and densay SP Swelling pressure I I i� `Hater Level TX Triatual compression u Bottom of Boring UC Unconfined compression CA Chemical analysis • 1 BLOW-COUNT/SAMPLE DATA'. 22 Location of relatively Blows required to drive a 2.4-inch I.D. undisturbed sample ' split-barrel sampler 12 inches or other indicated distances using a t2 S Location of disturbed sample 300-pound hammer falling 30 incl,es. ' 17 0 Location of sampling attempt with no recovery O Ib ot Location of sample obtained Blows required to drive a 5-inch I.U. in general accordance with (SPT)split-barrel sampler 12 inches Standard Penetral•on Test { or other indicated distances using (ASTM D-1586)procedures 140-pound hammer falling 30 inches. ~26 m Location of SPT sampling attempt with no recovery Location of grab sample Indicates sampler pushed with weight of hammer or aga.o.t weight of drill rig, 0 NOTES: 1.The reader must refer 10 the discussion in the report lest,the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. 2.Soil classification system is summarized in Figure A-1. ee \�Pj KEY TO BORING LOG SYMBOLS Geo MEngineer5 I FIGURE A-2 _ �J I i TEST DATA BORING B-1 p Moir. Dry 3$ 9 Go DFSCR1PilON Canty prey as 5 Sy.z Surfu<Flevwon(6.)! 41.0 0 l��l'rr t91 D 0 5M row ulry mr b ma4nm WW rM 6nva ImMmm eMac.mmNl SM 16 IS 5 5 t SM Gm u1ry f e to msdmm una wim acuawnJ ynvrl(mmun Bens.wal AID 29 61 16 SP Gny mWnm b cnvs wd wrrA ocuuorW Snvd lmW ium ticaae. wul 10 10 MD 20 101 $ 15 IS M GP Gny mWmm ro coos.4 and pavd..nr occuronu w6oln SP (dens ro very dens,w o) I _s m SAS 11 5016- 6 O 20 20 ZI '{f SM I I 46 25 25 MD 1 131 49 ® �_ 3D Bormµ compluW a1 39 0 1.on 0 ISM2 Grountl wuer en.cumu W u 6S fen dtin,drillin[ 30 6� a 7 35 35 ♦0 40 Nou.Ss FiSure A-2 for cgdanulon of,, W. 6r 1 � 1/ LOG OF BORING Geolio—,Engineei FIGURE A•3 i s f t Addendum No, 1 October 28, :992 9 Page 10 i a a 11. Technical Specifications - "Division 3 - Concrete", Page 3-1, Section 3.1A, "Submitta!s". t - ADD the following section: e Submittals Submittal information sha4 be provided to the Engineer by time Contractor for the foilowmg items. Additional �. information shall be provided by he Contractor if required by the Engineer. a. Concrem mix designs Control density fill mix design. C. Reinforcing steel shop drawings d. Grout and morta,' 12 .ethnical Specifications: "Dhislon 3 — Concrete", Page 3.7, Section 3.10, "Control Density Fill" ADD th- o!lowing section: "3.10 r.,ntrol Density Fill Control Density Fill (CD.F.) shall be a mixture of Portland cement,fly ash,aggregates,water and admixtures proportioned to as provide a non-segregated, self-consolidating, tree-flowing and oxcavatable material which wiL result in a hardened,dense, non- sen'ing Ql. The material sball be batched and mixed in accordance w:th .ASTM C94 or Section 6-02.3 of the Standard Specifications. Requirements for C.D.F. placement, weather conditions, and curing shall be in accordance with Division 3.5 "Cost-in-Place Concrete". d CDF Materials a S � aew.zna asvtcs��cr m L_ � Addendum No. 1 October 28, 1992 ' Page 11 Cement ASTM C-150 or AASHTO M85, Type I or Ii Fly Ash ASTM C618, Class C or F !7 Aggregates ASTM C-33 n Water WSDOT/APWA 9-25 .Admixtures ASTNI C494 Air Fntmiaing Admixture ASTM C260 Class A 28 day strength 100 psi minimum,200 psi maximum i Water Ratio 50 gal/ey max Cement Ratio 30 Ib.,/cy Fly Ash Ratio 200 lbs/cy Aggregate Ratio 3200 lbs/cy Course Aggregate Limits V8 inch maximum" 13. Technical Specifications: "Division 3 — Concrete", Page 3.7, Section 3.11, "Precast Concrete" .ADD the following section: '3.11 Precast Concrete ' All concrete strucwms idaritified on the construction drawings as bein,; precast, prefabricated, or not specifically detailed wim reinforcing steel shall conform to this section. 'These st:ucturcs shall include concrete manholes, vaults, and appurtenances. Precast concrete manholes shall corfotm to ASTM C478. The rubbe, gusket joint shall conform to ASTM C-443. Additional reinforcement shall be provided within :he precast concrete structure at all penetrations,openings,joints, and connections that have been shown on the construction drrwings and air not normally provided Mtl. the standard structure. Tbis additional reinforcement shall be provided in allow the structure to withstand ' me andcip_,ed loads used to design the standard structure. .:ast vaults shall conform to ACI 318-56 and be constructed to we equivalent dimension. and functional characteristics of the specific product identified on the construction drawings. Precast J Addendum No. 1 Ciewber 28, 1992 Page 12 Sault shall be constructed to withstand anticipated construction loads that occur during transport, handling,and placement as well as the anticipated design toads. Design loads shall include the anticipated soil pressures, hydrostatic loads, and H-20 vehicular load rating... 14. Technical Specifications: "Division 10 — Specialties", Page 10.3, Section 10.2, "Submittals" ADD the following Section: "6. Submittal lnformatiun The Contractor shall submit construction drawings and design calculations prepared for the fabrication of the FRP tank and associated accessories to the Engineer prior to fabrication. AU cadculaiions and construction dravvtgs shall be prepared and stamped by a registered professional engineer licensed to practice in the State of Washington,' is. Technical Specifications: "Division 11 - Equipment", Page 11.4, Section 11.3, G, "Bearings" REVISE the following sentence: "Bearings shall be designed for a minimum life of 1,000,W0 hours." to read: I "Bearings shall be designed for a minimum life of 100,000 hours." 16. Technical Specifications: "Division 11 - Equipment" Page 11.9, Section 11.7. "Sump Pump" ADD :he following sentence to the end of the paragraph: 1 HE�`�]nA.WFVECd'4'IJeM S1 —� I t���flra, •' r aI T si P " Addendum No. 1 October 28, 1992 Pagr• 13 s r 'Sump pump located is the valve vaults shall be controlled by a float switch with a piggy back plug for manual override.' 17. Technical Specifications: "Division 16— Electrical", Page 15-25, Section IIIII� 16.11, p '. "Wet Well Secondary Containment Level Floats" N ADD the following section: ..Q 1. Wet Well Secondary Containment Level Floats Float switches for wet well secondary containment level sensing shall be mercury tube switch type enclosed in a sealed polyurethane float. A weight shall be on the cord near the float switch. Float switch shall be mounted accordingly to avoid nuisance tripping of less than 3 itch pump down. A second float switch shall be installed t,)add redundance to the control. The float switch shall indicate to the control system that wacmcwaucr or water is inside the secondary containment" 16. Technical Specifications: "Division 16 - Electrical", Page 16-25, Section 16.11, R, "Wet Well Level Transducers" REVISE the following sentence: "The transducer shall be provided with enough cable(submergerce-proof) tc allow for an unspliced run from the telemetry electronics to the transducer." to mad: "Thc transducer shall be provided with enough submergence-proof cable to allow for an unspliced run from the transducer electronics to the transducer. Locate the transducer electronics in the Pump Control Box located near the wet well for Schedule A and in the Control Equipment Enclosure:for Schedule B." ,1FM,�A�D.SOr(BJpp[M tot Lew r 0 +S^ ■ Addendum No. 1 Octobw 28, 1992 4 Page 14 F 19. Technical Specifications: "Division 16 - Electrical", Page 16-27, Section 16.11, Y 1, "Flow Control Limit Switches" n R ADD the following Section: r 'y 1. Flow Control Limit Switch Provide 'navy duty, oil tight NEMA 4 limit switch with SPDT contacts rated for 10 amps cantinuous load and mounting accessories. The switch shall include a stainless steel roller amt actuator with nylon roller an' he Square D Class 9007 Type BD or equal. One switch shall be provided per eSeck valve. The limit switch shall indicate to the control system that flow is moving through the check valve." i 20. Technical Specifications: "Measurement & Payment", Page 16-2, Section 18.8"Bid Item 7 - Shoring" REVISE the following sentence: a W "18.8 Bid Item No. 7 — Shoring" + t'. to toad: r 18.8 Bid Item No. 7 and 14 - Shoring' 21. Technical Specifications:-"Measurement & Paymeot", Page 18-2,Section s- 18.9, "Bid Item No. 13 - Paving" i REVISE the following sentences: 1118.9 Bid Item No. 13 —Paving The unit cost price shown shall cover the complete cost of Providing all materials, placement, and compaction for the pavement area that is shown on the plans ar' additional pavement areas that ate not shown. aimvnao.m:.rccsv�oEx m J e r , ' Addendum No. 1 October 28, 1992 ' Page 15 Tht unit price shall be used for pavement arcs, as shown and additional that dues not exceed 2000 square yards." ' to mad: ' "18.9 Bid Item No. 13 —Paving i The unit cost price shown shall cover the complete cost of ' providing all materials, placement, and compaction of Pavement for the pavement area that is shown on the plans and additional pavement areas that are not shown. The unit price shall be used for calculating pavement area as shown." 22. Technical Specifications:-"Measurement& Payment", Pape 18.3. Sect!on I ' 18.9. "Bid Item No. 13- Paving" ADD the following paragraphs: 'Additional pavement may be required. IA1 The total pavement area in which the indicated unit price shall apply shall not M exceed 2,0p0 square vards. Additional pavement area required beyond the area shown and above 2,600 square,Yards of total pavement area for the project shall be paid fm on a unit price basic that is agreed upon by the City of Renton mid the Cont .._tor." RFM13P]O pgiIECS#ppEN.QII T J 0 r ' Addtndam No. 1 October 28, 1992 Page 16 f tl� 23. Construction Drawings-"Schedule A-Cottonwood", Dwg. No.CO1, Sheet d 2, "Existirg Site and TESCP Plan" Iq DELETE the following: �y. lid "Mliminary Stamp" ADD the following: "Rick Harbert, PE- stamp' 24. Construction Drawings-'Schedule A-Cottonwood", Dwg. No.CO2,Sheet 3, "Proposed Site Plan" DELETE the following: "The 15'I.D. viewing access hole in the wet well." 25. Construction Drawings-"Schedule A-Cottonwood", Dwg. No.CO3, Sheet 5, -Structural Plan and Details" DELETE the following: "The 15'diameter viewing access hole shown a the plan view." 26. Construction Drawings-"Schedule A-Cottonwood", Dwg. No.C04,Sheet 6, 'Structural Details", Detail C, "Manhole Joint Connection" "Detail C. "Manhole Jowl Connection" shall be used on Schedule B - lake W'asnington,Dwg.No.C13,Sheet 13,to connect the existing concrete manhole to the new concrete manhole riser sect.on." .. �� 27. Construction Drawings-"Schedule A-Cottonwood", Dwg. No. MOt,Sheet 7, "Mechanical Plan and Details", Detail 1, "Elevation View" Miami 9EM.t"]I:.m9PCL$NJJE\ml Z; �Ny Y r kv Addendum No. 1 October 28, 1992 ++� Page 17 REVISE note to 2715' Elevation Bubble: "lrad Stan" to read: "Redundant Stan', 28. Construction Drawings-"Schedule A-Cottonwood", Dwg. No. M01,sheet 7, "Mechanical Plan S Details", Detail 1, "Elevation View" REVISE note to 26.25'Elevation Bubble: "Lcad/Lag Stop" to read: "Stan" 29, Construction Drawings, "Schedule A-Cottonwood", Dwg. No. M01, Sheet 7, "Mechanics! Plan & Detall;', Detail 1, "Elevation View" "The 15'Diameter Schedule 40 PVC pipe shaft for the sump pump access shah should be revised to be only 12'tall." 30. Construction Crawings-"Schedule A-Cottonwood", Dwg, No. M01,Sheet '1 7, �achanlcal Plan S Details", "Piping Legend" e! REVISE Note V in Piping Legend: "15"Diameter Schedule 30 PVC pipe shaft for sump pump access s:.aft to have snide slot screen at lower eud to allow flow into pipe. Prevent high density fill from entering shaft." to read: PCMT.A RVGkCINpp(M.ml i { Adds ndum No. 1 Ocm xr 28, 1992 Page A r C r "15" Diameter x 12" high Schedule 40 PVC pipe shaft for sump pump pit. Prevent high density fill from entering pit. " 31. Construction Drawings, "Schedule A-Cottonwood", Dwg. No. M01,Sheet 7,"Mechanical Plan and Details", Suggested Installation of FRP rank Into Concrete Manhole: REVISE the following notes and rearrange the sequence: 4. Attach visqueen to bottom of FRP tank an. sump shaft to provide bond breaker. 5. Set FRP tank . . . . . 6. Set sump pump access shaft into position.' ato read: "4. Attach visqueen to bottom of FRP tank to provide bond breaker. 5. Set sump pump pit shaft into position. 6. Set FRP tank into position . . . . . ." 32. Construction Drawings, "Schedule A-Cottonwood", Dwg. No. E02,Shoat W 10, "Electrical Site Plan & Equipment Enclosure" t� CLARIFICATION: s1 "Electrical enclosure shown this drawing for Schedule A only. See Drawing No. E14 for detail of Electrical Enclosure for Schedule B." 33. Construction Drawings, "Schedu!e B - lake Washington", Dwg. No. C13, Sheet 13, "Structural Plan and Details", Detail A, "Elevation View" "The method used to connect the existing concrete manhole to the new concrete manhole riser section is detailed on Dwg.No.C04,Sheet 6"Strucnral Details", Detail C. Manhole Connection." armmxm.er:raaooerm, r, r r. s J Addendum No. I October 28, 19,92 +� Page 19 1� 34. Constructiun Drawings, "Schedule B - Lake Washington", Dwg. No. Mil, rJ Sheet 15, "Mechanical Plan & Details" REVISE Note,N in piping legend: "4"DI Spool (FL x PE), Approximately. Length = 3' 3— to mad: "4"DI spool (PH x PE), Apprommatcly. Length = 3 - 35. Construction Drawings, "Schedule B - Lake Washington", Dwg, No. UO2, Sheet 16, "MIsc611aneous Details", Details B & C "Fiberglass Access ' Ladder In Utt Station"and "Aluminum Access Ladder in Valve Vault" CLARIFICATION: "Ladder rungs shall have a minimum length of 18 inches." 36. Construction Drawings, "Schedule A - Cottonwood & Schedule B - Lake Washington", Dwg. No. E25, Sheet 19, "Electrical Controls", Loglc 1 Diagram, CLARIFICATION "The two hand-Off-Auto switches located within dashed blue box are Schedule A onlv." -. Nf1.+Y^%.M4VK2NODFM m, J a r t Q Addendum No. I October 28, 1992 a ![! Page 20 F f Addendum No. I is:. rr n made R pan of the Contract Documents and its terms and conditions are fully binding on tha Contract Document holder. He/she shall acknowledge receipt of Addendum No. 1 by sigung in the sppce provided below and attaching it to his/her proposal. Receipt of Addendum MI shall also be noted on page/.of the Contractor Forms, "Schedule of e Prices". 1 RH2 ENGMEERING,P.S. Daniel R.Ervin,P.E. Issued Octobe-28, 1992 Received and Acknowledged: Contractor sy — Title Date I ■ i 1 kn,m-mmaKw,potxm� i J � � City of Renton 199-'Lift Station Improvements ADDENDUM NO. 2 C November 3, 1992 To All Plan Holden: You are hereby notified of the following changes, deletions, additions, corrections, and - clanfications to the plans,specifications,any ether documents comprising the contract documents for the City of Renton 1992 Lift Station hrprovemens. 1. Contract Forms Page -7. Item 13 now reads: 13 SY Paving X 1150 SY = $- _ SHOULD READ: 13 SF Paving X 1150 SF= S 2. Technical Specifications -Division 18-Measurement and Payment 18.9 Bid Item No. 13 - Paving- Page 18-3 now reads: The on:,: price shall be used for pavement area, as shm:n and additional, that does not exceed 2,000 square yards. Payment shall be by square yard of material as measured in place by the Ergineer. ' SHOULD READ: The unit price shall be used to calculate the price of paving the area shown and any additional areas tint to exceed 2.000 square feet total. Payment shall be by syaare feet of material as measured in place by the Engineer. Pavement area is defined as the proposed asphalt pavement as shown on the construction drawings and does not include pavement installed to replair existing pavement. nFM'rn N.WBVEW`IDDEM pR I t. • a I Addendum No. 2 t,. Novemt-r 3, 1992 = .s• . Page 2 f ' Addendum No. 2 is hereby made a pan of the Contract Documents and its terms and conditions r are fully binding on the Contract Document holder. He/she shall acknowledge receipt of a Addendum No. 2 by signing in the space provided below and attaching it to hisiher proposal. Receipt of Addendum No. 2 shall also be noted on page;?�f the Contractor Forms, "Schedule of Prices". 9 RH2 ENGINEERING,P.S. Daniel R. Ervin, P.E. Issued: November 3, l91 z I Received and Acknowledged: I Contractor By --- --- -----_ Title Date . — ---- I ■ B WV'A.MSPEC�N= I •.w i i ' CITY OF RENTON 1992 LIFT STATION IMPROVEMENTS v 6 ' CONTRACT DOCUMENTS INDEX Scope of Work Vicinity Map Instructions to Bidders Call for Bids -Certificate of Equal Employment Opportunity Repon o *Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form "Proposal O *Schedule of Prices Bond to the City of Renton Contract Agreement ( Contracts other man Federal - FHWA) ' Attachment "A" Insurance Fomss Prevailing Minimum Wage Rates (New Job Classifications) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages Environmental Regulation Listing Supplemental Provisions Technical Specifications Standard Plans ' Construction Drawings Documents marked " above must be executed by the Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. 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 document. CITY OF RENTON Planning/Building/Public Works Department 200 Mill Avenue South aRenton. Washington 98055 rr.s mcr�ynvrz 1 i =3 i • I i r SCOPE OF 1 ' RH2 ENGINEERING, PS r , �- ' ,.. t ` a r ' City of Fenton -_ Om -_._------- --__ �o�ol Wort ,i City LIB Renton Improvements WDber 1902 v CITY OF RENTON 1992 Lift Station Improvements SCOPE OF WORK Schedule A: Cottonwood Lift Station Replacement(W'WP-33-0510) Abandonment of an existing submersible lift station and construction of a new submersible lift station with secondary containment around the wet well. New valve vault and piping, new electrical and control systems, site ;rading, demolition of existing equipment and structures. The existing station must remain operational during the conswction, or the contractor must provide temporary punnping facilities. Completion time is IYO working days from the date of the Notice to Proceed. Schedule B: Lake Washington Lift Station Replacement(WWP-11-2063) Modincation of an existing above-grade self priming lift station to accommodate new submersible pumps in the existing we,well. New valve vault and piping,new electrical� d control systems. site grading and muming walls,demolition of existing eouipment and structures T.ie Mistu�9 station must remain operationd during the con truction,or the contractor must provide temporary pompL�q facilities. Completion time for Schedule B is W working days from the date of the Notice to Proceed. Both schedules will be awaMed together,to the same con[.zctnr. Separate award will not be made. The City of Renton will issue a separate Notice to Pro eed for each project. The City may issue either Notice to Proceed in Gre Spring of 1993. The Contractor should anticipate the possibility of a late Notice to Proceed. AB costs associated with a:ate Notice to Proceed shall be incorporated into the bid. No additional monies will be given for costs associated with a late Notice to Proceed. 3 vs vx�m msveavev W Y I I 0 i gr IL• } r' 1� v x . 4 WILLIAMS AV WELLS AV �y�N �� PELLY AV N / n PARR AV N 1-3 �. C7 CEDAR AV S i/ Pq` (n G REN70N AV S GARDEN a AV N C 9 O £ MEAOCW AVN a 0E�� Z a O FACTOP.Y AV N z 0 0 Z \ 3 Z //vim p MONTEREY OR o- 5 y t , r i r VICINITY MAP 1 / / N 40th ST E N 38th / W SE 86th Ir 1 �nh a �j 1 2 v N 6th T NE rJ ST 3 S / 0 N 34th ST N 34th S F33rd Pl NE 33rd ST 1 N 33rd S T N 32nd 32nd ST Q 1 N 31st ST� NE 31st ST MAY CREEK 1 N 30th S� N 30th ST f3f�1 N 29th ST �v MAY CREEK PARK 1 N 28th FL FN28th ST NE 28th S 1 CITY OF RENTON p LAKE WASHING TON ,#2 LIFT Sri'ATION LOCATION s I� I I, INSTRUCTIONS TO BIDDERS i 1 � f � I RH2 ENGMEERIWC PS J Fnz -1 City of Renton Instruction$to Bidders 1992 Llrt Station Impm,,v.^nents October 1992 INSTRUCTIONS TO BIDDEFS (Revised 5/11/92) i. Sealed bids for this proposal will be received by the C5ty of Rcnim at the office of the Renton City Clerk,Renton City Hall,until 2:30 o'clock p.m.,on cite date specified in the CaP for B'0.s. At this time the bids will be publicly opened and read,after which the bids will 'considered and !hr award made as early as practicable. 2. The work to be done is shown on the plans. Quantities are understood to be orgy approximate. Final payment will be based on field measurement of actual quantities and ai 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 Deparunent office. Bidders shall ' satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for compleu:n of that item as described in the specifications. 5. The bid price shall be stated in terms of the mites indicated and as to a total amount. In the event of cr irs.the unit price bid will gevem. Illegible figures will invalidate the bid. 6. The right is reserved to reject all bids and/or to waive informalities if it is deemed advantageous to the City to do so. 7. A certified check or satisfacton bid bond made pa%ahle without reservation to the Director of Finance of the City of Renton in an amount not less than 5%of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately ' following the decision as to award of contract. The check of tho successful bidder wilt 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 aware contract ' Should he fail,or refuse to do so,the check shall be forfeited w the City of Renton as liquidated damage for such failure. g. All bids must be scif-explanatory. No opportunity will be offered for oral explanation except as ethe 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 will b made in Cash Warams, 11. Completion'nine Schedule "A" shall be complete and operational within 180 working days from the date cf the Notice to Proceed. Schedule"B"shall be complete and operational within 90 working days imm yyyy�� the date of the Notice to Proceed. •7 ITB- I �vam nmsiuvmr mint i 4 a S vi CALL FOR BIDS a o aRN2 ENGINEERING, P.S. ad .5 � r _4W r , CITY OF RENTON CALL FOR BIDS r , 9992 LIFT STATION IMPROVEMENTS r Sealed bids will be received until 2:30 PM, Wednesday, November 4, 1992, at the City Clerk's office and r, will be opened and publicly read in the 1st Floor conference room, Renton Municipd Building, 200 Mill t .. Avenue South. ti The work to be performed within the specified number of working days from the date of commencement under this contract shall include,but not be limited,to: Schedule!,: CenOnwood Lift Section Replacement • , Abandonment of an existing submersible lift station and construction of a new submersible lift station with secondary containment around the wet well. New valve vault and piping,new electrical and control systems, site grading, demolition of existing equipment and structures. The existing station must remain operational during the construction, or the contractor must provide temporary pumping facilities Completion time is 180 working days frorn the date of the Notice to Proceed. Notice to Proceed , schednl' may be delayed at the owners discretion until May 31st 1993. Estimated constructino a =S40L A Schedule B Lake Washington Lift Station Replacement Modification of an existing above-grade self priming lift station to acccm.n 901tx i + s!+.metelbla po,A.- id the existing wet well. New valve vault and piping, new electrical and n.rol x1 Orion, sit, r ';'ns arv' retaining walls, demolition of existing equipment and structures. Th :xa,it tali, r of -amain operational during the wnswction, or the contractor must provide .>mput n. 1wr.I+ t[ Completion time for Schedule B is 90 working days from the date of the N ori-• to ?mcew .•mated construction cost is S230,000. 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 forms of contract documents may be obtained through the Public 7 Works Customer Service Counter (fourth Floor) at the Renton Municip>l Building, for a non-refundable fee a of$25 each set plus S5 to cover postage, if mailed. lie mailing charge will not be refunded. All mailed ' requests for plans and specifications shill include the necessary fee and be addressed to Public Works Customer Services,City of Renton,200 Mill Avenue S.,Renton,WA 98055. If a bidder has any questions regarding this call for bid, please contact the City of Renton Department of Planning Building/Public Works, 200 Mill Avenue South, 4th Floor at 277-6212, staff contact: Dave P Christensen. A certified check or bid band in the amount of five per cent (5%) of the total mount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. I Published: Daily Journal of Commerce: October 14, Ig92 ct0ber 21, 1992 Signed/ 7 r v Date uilyn 1. E n,City Clerk i i City of Rennin advertisement for Bid -- tsar Ulf b1non Inrprovemenw amber r87! BIDDER'S RESPONSIBILITY STATEMENT It is the responsibility of each bidder to ascertain if all the documents listed on the attached mdex are included in their copy of the bid specifications. If documents are missing,it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. i { 1 i 1 i III i 1 1 i F Alft., �� 1 � 1 J w I CERTIFICATION OF EQUAL E4PLOYMENT OPPORTUNITY REPORT 1/ t Certification with regard to the Performance of Previous Contracts or Sub- Reports. subject to the Equal Opportunity Clause and the filing of Required 1. . Reports. The bidder , proposed subcontractor hereby certifies that h^ has has r,O[ __, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925. 1111: it 11246, Irf and that he has � , has not , filed with the Joint Reporting Committee •1`I w■ the Director of the Office of Federal Contract Compliance, A Federal Government contracting or administering agency, or the former President', Committee on Equal Employment Opportunity, all reports duo under irments. the ap illc able filing requ- a 06 (( efty l a S .%74(t By: G vi[k-F)( iL(LC1J�a�— Dale: � /��— (Title) / I Note: The above certification is required by the Equal Employment Opportunity ' Regulations of the Secretary of Labor (41 CFR 60--1.7 b) )submitted by bidders and proposed subcontractors only in connectionust withecont- racts and subcontracts which are subject to the equal opportunity clause. are se to and subcontracts which are exempt from the equal opportunit•• clause are sat forth in 41 CFR 60-1.5. (Generally Orly contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) Is the only report required by the Execut- ive Orders or their implementing regulations. JIM Proposed prime contractors and subcontractors who have participated in a ore- . vious contract or subcontract subject to the Executive Orders and have not filed the required reports should note that l CFR 60-1.7 (b) (1) prevents the award of contracts and subcontracts unless ..uch contractor submits a report covering the deliquent period or such other period sPeclfted by the Federal HSgh, ,ys Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. 1 p J CONTRACT FORi,1S I I I I I I i I� II RH2 ENGINEERING. P.S. f� F� I a'r 4 .. iRR. SYYiMI .fez �1}*'.��'vJ'Mtm,.ae.. ,.;.,�.. : ,.. -.• .. . . ... ._�: ,. ,. _ .... ,. __ -._..:......r............6,�.,eaorYlert . k r DEf" TO DISPIAy .._ CERli1C�TE � DEPARTMENT I LABOR ANDINDUBTRIE3 THIJ CERTIr IFS THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED By LAW'AS A �•ai �Y�g, �+YI� T E r STATF OF WASHINGTON `s' I�lJNTRAGTbI��rT� All ( 1 •u � ly ��9�,��yyiVtj;��� jf{t iw�•`�,•••�•��m�wmCSdVOtl MMI Tb DSPuv CERRI I i fir I: rs CITY OF RENTON Business License Quarterly Report l� i Llceftae a0 I RMtgf'.LIC9nslrlg Period Labm $ Indusbias Report Period • •, (ry1 v1 ' Correct and complete all l� n'ufpw CNrY/z(.�[.GB'S/�-` ✓V j-��1 information as needed. 4,0 -� L� Attach L&I report '3nd return. Y 0 C)D x LrJQ ))) Additional instructions on back. ���.q {�U 1/} A mnnimm ,penalty of$20 plus 7095 V 1 I_/ of the total amount dire will be q charged affair the due date. i Business Location Phone FEE SCHEDULE-See nsnoctions d 1. Hours Worked for Oua,ter 2. Rate Per Hour _ .029 3. FEE 11-me 1 %Line 2) Owner Name,AddrNa,Phan, 4. Minimum Charge 13.75 5. Greater of Linea 3 ,no 4 yi 6. Penalty air Emergency Names and Phones 7. Previous Balance I a� a. TOTAL DUE ILines 4-7) J Most be remitted with this report. A$1 S lee will be charged la NSF drew. Washington State URI No Wa State Contractor Lie,No Return fNs npon with mv,mu f to: ��aYYYaaa City of Renton Licensing Division 200 Mill Avis S. 1 heathy certify that the statements aM imurmaticn fumished Renton, WA 98055 N by me on this report we true and c npi te, to the best of my l knowledge. ^ Phone 1206)235.2600 ■■ r Sipnature �� roe ore u eontr it qim Name /Twin .n - ,.. rIe„vw ( i on. R99 1 Title �i _r�faT tJ i s/I PhonicA'��'+`71 Da(a �/� fOR:A•-�3:P.. r L I 1 L 3 1 i i 3 Indu 1-•.:� .,'.u1rc R.U'L• \U710E Et19tW9tlq "? I abnrA lndG.trics un I6i rwltl 0 lumi� IF680 366 333 10i23'92 _ 379,663•B0 :rc'rwme Pe00c OMEGA CONTRACTORS INC P 0 BOX 428 DUVALL WA 18019 ce -_ -- .4 11 _ _ F4E 06 COMMCRCIAL CONCRETE CONST 0.7503 1.9213 0.917C 0.0352 2.1645 0.563aO 306 PLUMBING NOC SEWER PIPE CLNG 0.7500 0.9311 C.5952 0,0352 1.1799 0.24080 308 RADIO/TV TOWER/TOWERS NOC EREC U.7500 3.9241 2.0u6> 0.0352 4.5285 0.79210 ■0520 WOOD FRAME BLCG C➢NSTRUCTION 0.7500 1.2904 0,9065 0.0352 1.6829 0.35753 �01 ELECTRICAL WIRING 1N BUILDINGS 0.7500 0.3503 0.4149 0.035C 0.7591 � 0.17320 iiii 0603 DYNAMOS INSTAL/SEkVICE/Ru AIR 0.7500 0.7221 0.4808 O.o35) 0.937♦ : 0.19790 904 CLERICAL OFFICE NOC 8 DRAF!SMN 0.7500 3.0120 0.0151 1,0152 0.0355.10.02325 206 CONTRACTORS PERM YARD OR SHOP 0.7500 0.3791 0.2654 0.0352 ''0.ILS�pli6 ) 0.11715 r � iB6T l� M1 d 16 r,L.a N6,n t.,mrvv ; \'+4 PAGE 1 OF 1 y I 4-`: < OG3=lk©CfL-R :f ks 7 "i Y } FiC OvVtrr> GS Atli l rz- tug wl , t& L-5:ID. zo ohoT� Pht WkIL Da�t��GK`Tiw,a b`{k4 1 '� 1oQoar3 'crtPico �tt$��rJ'/t" .1.11 YiJ>= 5c>ki. pt }Vi�r��e�„� Z.0 atUC k,�I Yla- Y - t� -r b tuo t; ifO WO G .;oe�auo� - o�lh`Yo W1ft.-l ¢- i�P n� Y S.nen oRpe�n� �'� t _ 1 1... — J C �Co % ocrlL R {!ate*RR+'7 , R�O�� USAz3H�►tC�ZO�V. i 5: of 1-M `•TRttt�a. DAzitr�kl �w�.cL r 1 „�C�PoRRt�G^� • ,t F-Y of a mac,{-h, �, i Eli 7JM _� � 115 �P�(r2STs �pdS4�4StC!�1QATl I .' �4S1Y r.. FvrwNkX�t -t z_.-> -Mom, _-•- %,! - r Fl1d3 V 1Nru3/pWo J 2 r lj- .7�-e��uo� ♦ L 'lr� i aa+ _.R'�Jyy/�� '. r Qt3 TtP. ..� ItERi l7\ FSttt � .�tg_\MrA4E� - r .x T W��1 t�loT �1alt �w1��` . Ya , � �tF� Yi\EE 07 �MisQ�tFte �'tit1t_�CFFt �` rnC ; tt SZ ¢— S�>� r p ti ' v ICIE M y4 f f LL blM1] µ ' M Ie yl 1pf� 1 kAY 11I0 I v J r -- ; i City of Renwn Combined Affidavit& Cc:nfication Foan: Non-Collusion, Anti-Trust, and Minimum Wage (Non-Federal Aid) i NON-COLLISION AFFIDAV[T Being duly swam,deposes and says,that he is the id rdcel person who submitted the foregoing proposal ur bid,and that such bid is genuine and nor Shan-,or collusive or ma,se in the interest or on behalf of any person not ther.in named and on the fo egoing wort:+equipment to put in a sham bid,or any pier person or corpormm to drain fiorn o:dding,and that deponent has not many manner an by collusion to secure to himseb or,o any other persm any advanurge over other Bidder or Biddcm AND CERTIMCA7I0N RE' ASSIGNMENT OF ANTI-'MUS, CLALJA:S TO PURCHASER Vendor and purchaser recognize that N arnW economic practice overcharges resulting from anti-trusl violations are in fact usuaBy borne by IM purchaser, Therefore.vendor hereby assigns to purchase any and all claims In,such overcharges as m goods and materials purchased in connection with this order or contract,except as to overcharges ,`salting form and-trust sioladons commencing after the date of the bid,quotation,or other event establishing the price under titer order or contract In add-don, vendor s,rram s and - ,presents dial etch of his suppliers and subemtracums shall assign env and all such clmrs to purchaser,subject to the aforemennoned excepuon. AND h,Tv1.fUM N'AQZ -',71DAVIT FORM I.the undersigned,having been duly swom,deposed.Say and certify that in connecuon with the prrfornan.e of the work of this pmject 1 will pay each clwa'Qjon of laborer,workman,or mechanic employed in the performance Of Hach work;not less than the prevailing rzre of w..ge armor less than the minima ima a rate if u ages as specJr4 inthe p contract that I have read the above a,d foregoing statement and certificate,know the contents thereof and the subnancc as set forth uhertin is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT,AS.-CNMEN'I OF AN-n•TRL'ST CLAIMS To F'U'RCHASFJt AND MLN -iUM WAGE AFFIDAVIT O wood Lit Station Name o[Proyect -- Yyr�AC ^ Name of B'dder's Fum t Signuum of Auto stun of Bidder Subscribed and 10 ye(oft me on this19 y . N No ;Public i and(or the Sate of Washington R siding at Con7act Forms- I .x,n+a e+r<aca+r.n ;r - Q - Fidelity aDd Deposit Company NONE orri, OF MARYLAND BALTIMORE,M.D.21203 1. BID BOND t KNOW ALL MEN BY THESE PRESENTS: ® That►e.__..___�.&!.�ontr�ctor�1 Inc .._�.�-�_.__.._........_..__._.....—__.._____-._.. ---....._..........__......___.__..�.._.....--..—._._..., as Principal, (bereiraftei called the "Principal"),and the ;� :L1.ITV aSD DnIV4T CoYTARr OF MAMAFD.of Baltimore. Maryld, a K[poration duly or¢aniecd under the lawa of the State of Maryland,at Surety,(hereinafter called the"Sanurety"),at held and firmly bound CSt of Renton .............—._._. unto...._...........__..Y..._._._._._..�.._.._...._..___.._..M__._._.—_.._._._. -..-._.___._.._._-._.._ 0 .....___..................................._.- ._.___._.._.....-......_._._ti.As Obligee.(hereinafter called the"Obliged'), in the sum of.F1Y.E.P,ER---MS...ISXL..IIF--Z-0 )....AlI4Lni'I_SID--__----.-:rmDollars(E.-r-_ccrc-_.). for the payment of which cum well and truly to be made,the aid Principal and the said Surety,bind ourselyna our heirs,eaecutore,administrumt,successors a-' anlgns,jointly and avtrally,firmly by these presents. WHEREAS.the Principal ha submitted a bid _-Schednle_A - Cottonwood Lift Station Replacement _ SDb _:edyle B_ Lake aehinston Lift Station Replacement u ....... _...._.._..._._....._.__...-.._.._....._..____._........_...._._.._.._.._..___.._.._._....._.._.._.._.___.__—.__....... NOW.THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal s*tall enter into a contract with the Obligee in accordance with the terms of su;h bid and give such bond or bonds as may be i aoecified in the bidding or contract documents with good and sufficient surety for the faithful performance of a_ll such contract and for the prompt payment of labor and material furnished in the Proercuricn thereof,or in the event of the failure of the Principal to enter into sacn contract and give such bond or bonds,if the Principal .hall pry to the Obligee the dlRemnce not to exceed the penalq heron( hetwcen the amount specified in said bid and such lancer amount far which the Obligee may in good faith contract with another party to perform the work covered by r,id bid,then this obligation shall be null mid void,othem ise to remain in full fora:an' :ffe.t. a► S'gned and scat-d t���his..._.—-----4[h .W._....... ........day of..................RovtT.ber............A.D. ■ y,/�g�� ..f-; ..Omeia...CDntrActDLA.. 1n .. [i .......(Stu) IVdnrtt By; _ _.... ._....... . . U . - ]idr FIDELITY AND DEPOSIT COMPANY OF MARYLAND Src rly r Il r,nrts Darlene R. Conyers. Attorndl 1n acc JOats oal.a apUt A 1A IA. M ar T Mm,k.e rb A- 6w,nea Nr.A-ala erv,n IrY alnie. J F Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND 1„oct orrn awuwan.um 1 FAm6mat W All.MEN 9Y THESE PRESENTS:That the FIDELITY AND DEPOSIT CGh4'ANY OF NIARII AND,a corpon.doo d the d Maryland,by C. M. PECOT, JR. Vkae Prwdant,and C. A. RObli"s F Sae a ary,to punuava of authorih'graved 6y Aatick\'1.Section 2,of the By-laws of said Company.which we net forth an the mean aide hared and an hereby onnGad w b e��l force ad ov the date hwtml,don hereby nominsu, constitute and appoint Richard D. Rechkof f, Darlt(V. Cony�� nd Richard D. Burke, all of Bellevue, Washington, EACH........ ..... � . ....a ..... m rune agent and A[uvey-io-Faa m make,eseneW, and ,.d w ite behalf u surtr.amd u.te wcr ad dad: any and �11. bends and 'undertakings• ......... .. ............. Tea, a Ply, or ion d ach hours p udeas 11 er i{�ae mace d r tuevu,.hall l u bmd'mg upon said Company,u folly teal ueply,m all inueu and pupow,u 7 thsT,I,i Ewen duly�ea teal and arJ power by the crneyly elated offices t the Company at ins offtee te Baltimore,Btd..�tYtty own Pn ?petans.Thia power ct at tc rney revokes that issued on behaif of Richard p�e.t4chkofgetal, dated, October 17, 1986. �\ that VV eat forth ne the revuae side hand u a me copy d Article VI, Tio.2. f the rut LawsSem,of don h• tendr 'Pa'm Section I d the HEREO d said C dr ad'r:�. 1N WITNESS WHEREOF.the said waidemt l��•"'�` t Saaeury Mve 6etaanb sabsenbed their Hama and a'lued the a Gvporau Seal d the said FIDELITkND OF1'�`:a•t+MPANY OF MARYLAND. the 5th day of October ,A.D.19n FID AELITY AND DEPOSIT COMPANY OF MARI'W.'kL ATTE?t s \�•` A/tiaWl Saavearr Seers:A HeayLwan fF Cm M Barmame t On this Sth day d October A.L. 1990 .before the aubsrnMn. •Nmsn Public of the Suu of Ma-yh nd,in and far tbe City of Balurn a do')commie d-trad and elu'UNWI,came the wbove-cord\'ice-Pnsid,nt and Awisteot Secretary tithe FIDELITY AND DEPOSIT COMPANY OF hikflll k.ND.m eve personal)(mown to be the icdividuah and ofiot s dmrribed m and•her aearatd prooding leem natou end they each aclmxltalffed the vecuuoo of the tams.end b1W by me defy rvwn.r•_.rady and each for bimwll d.Fowth and with,that they an the said officers of the Company alommid,and a that the aul afford to the preteding instrument 6 the Corporate Seal of said Company.and that the mid Corporate 5.0 and their wiputurm a each officers was tf.h a16 and ntbaer3.d re the sud'mmrmem by the s.drn iry and diredov of the aid Corporation. IN TT',:!AONI'WHEREOF,I hwn hereunto art m)hand and atfud my OLIeW Sea.at the City of BaltLnon,the day and above written. Notary F'ubb,GommisaiT 1. 1932 CERTIFICATE I,the umdenijnd. Awbtant Swcreury of tM I iFLITY AND DEPOSIT COMPANY OF MARIl.A.NT),do hereby certify that the original Pox,.d Atteen"of which the l,,e is a hB,me and career,me ,it in full force and effect on the dau d thir metifirau:ad 1 further certify that the Vioc_Praaident who eaemted the said Power of Anoraey was one of the additional\'fen Prewideau a,aciaiiv suth nred by the Bowed d Dieremer m appoint any Attoruey'm-Far u p c ide,'to Article\T.Section 2,of the B)'-Lxv r.f t4t FIDE!.ITY AND DEPOSIT COMPANY OF MARYIAND. This Ce be wigved by'amimBe under and by authority of the following eesolutioo d the hoard of Directors of d. F'1 DEIJI1 •D DI, ISIT COMPA.N I OF"I LAND at a creating duly called and held on the 16th day of Jdy, 1969. RESOLVED; "ILat the LedmiTe or mocha "U, of-,dum I aik,.t d any twiaant Secretary cf the Company,What%,made ltwadore or heraalur,xbanwr apFa.riag upon a orrtsd cop)of acy power of artom.y istmd wy the Caeopeav,thall be valid and bind:-g upon the Cm paey with th!tame force and effect as though tnsnuaBr affixed" 6th 1 IN TESTIMOA'Y W ffEREJF,I htw hs.-eiW W^Lbecr wd my came and afr wd the corporate seal of dte mid Company,thb all day d ovewner 1 I` L�i .t —J Gry o!Ramon Convact PprM 7 1992 LM ftum Morovn ft r)rloear IWi a BID BOND FORM Herewith find deposit in the form of a certified check cashier's check,cash,or bid bond in the amount of$_ which amount is not less Chan five percent of the total bid. Sign Here Y BID BOND Know All Men By These Presents: y That we, as Principal, and y� as Surety, are held and firmly bound unto ;he City of Renmq as Obligee,in the penal sum of Dollars,for the payment of which the Principe W the Surety bind themselves.their heirs,executors,administrators,successors and assigns, jointly and severally,by these presents. ❑ne condidon of sls obligation is such that if the Obligee shall make any award to the Principal for according ro the terms of the said proposal or bid and award and shall give bond for the faithful performance thereof,with Surety or Sureties approved t, .to Obligee;or if the Princpal shall,in case of failur.to do so,pay ind forfeit to the Obligee the penal amount of the deposit specified p in the WI for bids,then this obligation shall txx null and void; otherwise it shall be and remain in full J force and effect and the Surety shell forthwith pay and forfeit to the Obligee,as pe�ialry and liquidated damages,the amount of this bond. a ai SIGNED,SEALED AND DATED THIS DAY OF . 19 Principal Surety �•111 Rn ivci mtem of deposit in the sum of S_ Co•,,•tact Forms-2 r conna Farm My of Pedon Oelebw 199P 1992 Lin 3taeon Npmwrmoa PROPOSAL I PROJECT NO.waP-33-0510 and PROJECT NO. A WP-11-2063 f TO THE CITY OF RENTON i RENTON,WASHINGTON Gentlemen: The undersigned hereby unifies that he/she has examined the Site of the proposed work and has lead and thumughl-v unuerstands the plans, specifications and contract goveming the work embraced in L`us improvement, and the method by which payment will be made for said work, and hereby proposed 10 • undertake and complete the work embraced in this impmvcment,or as much thereof as can be completed with the money available,in accordance with the said plans,specifications and contract and the following schedule of rates and prices: (Note: Unit pices for all items,all extensions,and total amount of bid should be shown. Show unit prices both to writing and in a figures.) ` C Signature � Add ess I� 7�G\� Names of Members of Partnership: OR i Name oJPresident of enrporation G—vg-QSM I Name of Secretary of Corpomtion S'C c. Corporation Organized under the laws of dWith MLin Office in State of Washing!on at S Contract Forms- 3 0 r - Y Lonna Fan" city of nw,wn ocww i a ,W.LM StAdon Mp.ovYrw,n - — CITY OF RENTON-PROJECTS WWP33.0510 AND WWP.11.2063 LIFT STATION IMPROVEMENTS SCHEDULE — - SCHEDULE OF PRICES Mrs Tool Pdo a.m aa<aY a...dwba SCHEDULE A.COTTOttWOOD LIFT STATION u_o LS MaWaYo /DMoskuiion.fd<p�cn u/k CManO /eC % + •f + jFics m words �o : LS Su Work sa NTd.< D If s z 'ifi<51 K A" a„ t co < ipim^W01d'I qo caC= 3 LS S"/4wJy:.omiimom S/,a<m v x + •(L,_,_ woaal x t .f 26,�to`= pia A LS Mad aniew M I in Waft) 6 LS E1wdd «, TJ.� ( -ward<I •.a Coma % 1 ccc 6 LS Co •f FJ' / d ( n WoAs) GGp Uo 7 LS Snminp % + •S `ov/oa ���,•S ( nr.n oros) SCHEDULE 9.LAKE WASHINDION LIFT STATION �o f LS MaOd'axion�DsmobiAtatbn SL<Pt",aiion and Clww x I f--4=— ( rbs in Words) �J 9 LS Sd<Work and LAdAi<a G.::tiIF 1 T� x t — E"n �nc< W cs) Conmt Forms-4 _J 1. _J > 0. A I Lorb✓fd fA'mf L. Gry of RWon prApy 1/92 CITY OF RENTON•PROJECTS WWP-33-0510 AND%AWP•11.2063 f 1992 LIFT STATION IMPROVEMENTS SCHEDULE OF PRICES Ac Q.t D..c�lt" IAib TOW hks s 10 L$ A/xtanczl / 1 / AX 1 11 Worollc it LS E4e x 1 '= Gpps / co Eic f / ( nYbNs) qG « 11 r e< C'« .� �f- ( n Wwos( l ly D,<� 7iY02�r'to��ou a..•C/ .wP�y w�c+l�ie�er5�� t Z29248.�� s ftgW bd e.r A(awm l-T) SiGIoW$duoUW B(owns bt1�' c�1 rcv =17 Z.c,GG— -A Sdwdules Inwns t-tj� =3 9T f s 32 6y �O S. Tat @82% s 42T3S—o TOTALCONSTRLV1 ACI(NONLEDGEMENT OF RECEIPT OF ADDENDA Np, DATE II q'/(]Z_ INITIALS l •� NO. DATE_ 11 INITIALS N0._ _ DA1Ev_ �_..� INIT1Al5_.. DA•F INITV'-5_ -- I 1 N0. CATS—_ INITIALS_ NO.__ ;;ATE INITIALS I NO.____ DATE_ iNITV15___.__ #r7 Conoatl Forms- 5 +wc.wwwoniwx i I r a, P�. W Gry of Pa Ion Canout Famr 1992 LMI Slrtlm kVmn l ._ Ocrabr 199t THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM WITHIN 10 DAYS AND TO COMPLETE SCHEDULE A WITHIN ISO CONSECUTIVE WORKING DAYS FROM DATE OF EXECUTION AklD COMPLETE SCHEDULE B WITHIN 90 CONSECUTM WORKING DAYS FROM THE DATE OF EXECUTION. DATED THIS 1F- DAY OF K�ee- � 19 Z SIGNED TITLE ADDRESS '^ 4 ' TELEPHONE - C(i� — I loojrl 4 fCanena Hams-6 J L� i f CRY a Ronson tCm iFina f, tas2 Un Sutien kmmvwrrnu Octeble 1992 t BOND TO THE CITY OF RENMN ' Bond No. 6191738 1 KNOW ALL MEN BY THESE PRMMS: I Omega Contractors, Inc. II That we,she dt.'Signed an Pea [ ompany eatpora imaganized and emitting onda the laws of the ---arg and Sate d Maryl�1d' as a stoery cvporatim,and qualified under the laws of the Srue ; ?� of Washington m become surety rnon bonds of contractors wish municipal corporations,as surety art jointly and sevasBy MI5 and&mly bound to Nc City of Renon in the penal sum of S 419.44 t.90-- ftr the palmau d which sum on demand we bind ourselves and our successors,bees,administrators or personal represenutiva,as i the case may bc. Tnis obligation is mtard in pursuance of the suwter of due State of Washington.the Ordinance of the City of Renton. J Dated at Wachingmn,Nis_._day of Nevadel=the twndg.ons for the aMve obligation art such that ,.I WHFREAS,under the puswnt tr '4diana(a Resolution)No.2295 providng for 1992 Life Station Improvements (which motra t is m(eaEd to berein and is made a part hard as though mzched hereto)and WHEREAS.the said principal has aaepted,or is about to ancpt,the said contuc4 and undertake an perform the ; ... work NCmn provided for in Ne n amrcr and vnthm she',me¢t fxth: a NOW.THEREFORE,if the aid u •.• Contractor,. I shall fadthfult- mfoem all of the lvovisions of said contrast in the mamer and within the time therein act faM a within such wtersions of time as my be granted miler said antract,and shag pay all laborers, mechmc, „1 wbconaactrn and provisions and supplier for the carrying on of said work.and shall fold said City of Raton i iharmless from any loss or damage occasioned an any prrsm ear propmy by n:asm of any rareleesness of w9ligma w on the put of said principal,or any subcontracts in the performance of said soak.and shall indemnify and hob --�s the City of Renton harmless from any damage or expense by reason of failure of puformutce as specified in said IJ contract a fre defects appearing or developing in the emtcrW or workmanship povided or performed under said contras within a period of one year afla its acceptance thereof by the City of Remmm,den and in that event this obligation shut be void;but e:herwise it shall be and remain in full face and effect IJ Omega Contractors, ,p Inc. BY•L_a,�. -_ W j C 1;rm w ` Fid , an Le osi a n t !) arle -�R yConyers, A[kqk`� -1n-bict .y Contract Fmos-7 arr.tw� F i t _J r t Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND w ornrr_.aomW so [ J KNOW ALL MEN BY THESE PRFSENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the ` Sua of Maty4d.by C. Y. PECOT, IF •Vice-Prandelt,and C. W. ROBBINS Amirent Secretary,in purewne of.uthotity elated by Article VI.Section 2. the By-Eawa of aafd Company,which ate,n forth oo the reverse side hereof and are hereby certified H,be�$D lone m. oo tht dHe had.don hereby twmineu. YI woniw".W.PPowt Richard D. Rechkoff, Dar1g=�Y1 Cone and Richard D. Burke, all of belle,, GasLangton, EACH.......... �j� ................ 1 Y'une—WA -fw ymt Yd A�YSYke. and L'a.a Ann behaBr may, rbats mad death an_v and all bonds at.d undertakings. ........_..� 4 �S esecudoo of rmF.bode err ndenskinge uanex d�prnena.Jail be as binding upon Yid Company,as fully and amply.W aB intYu ad pure sae,ate H• been d .pouted and rlknmvkdged by the o guI rly alerted oilmen rtl This over of atror.Aey revokes tbat lire company on at be dfie in Baltimore,Md.�� i own pe, dated, P i s:.ued on behalf of Richard`,d\v'stedtkof tat, dated, October 17, 1988. "J] The said AY'sunt 5eaeury doY "d2va dot W Imh on the tesaY aide hreot u a true wI,of Article• - Section 2.d the By-I;we of Yid ad h tort. IN WITNESS WHEREOF.the Yamet Secretary love hueanto subscribed dwJr noon and afued the Corporate SeJ d W Yid FIDEI.1 ND DE COMPANY OF MARYLAND,this_ Sth day d October ,A,D. 19QQ FIDETlfY� IT COMPANY'OF MARYIAND ATTEST PEAL n Z e ------ Aea4aer AecreYry Wee,or Matottwsm s Or1 oe Barletta, - Cb: bu :th day of October . A.U. 1990 .before the sulrmber,a Notary Publio of the State of Maryland.in a.w 1,rh City of B.Itlmote,duty commimitued and qualHied,came Joe above-ouned Vie-Proident and Amament Semeury of the FIDELITY A iD DEPOSIT COMPANY OF MARYTAND,to me PneooaBy koo.rn On h the indi,iduale and oIfkr dmen'bed W and who ea,uted Jw Pe ceding im_ument, and they each ack—kdged th ereeutim of the Yme.and being by y me duly ewom,Yv,dly and och for himYH depweth and with,that they ere the Yid offieen of the Cttmpeny aforea,od.and ' that the seal aIfiaed to we poeeadonP'netrummt is the Corporata SYI of said Company,and that the Yid Corporate Seal and their .. agmnva ate anch agi a t.ve drdy of o d and whmbal On the mid instrument by'the"'t oho and dimtion of the,dd Corporation. IN TtmMONY WHEREOF.1 have heruni r aen my hand and of ittod my Official Seal,at the City of Bahimex,the day and 1 year fun above written.f_> r Notary PubGo fSo.QYY =t I 1992 e 4 T AND 1,lice ondenigned,AYinsnt Secretary of the FIDELITY A.ND DEPOSIT COMPANY OF MARYLAND,do hereby ewy that the original Power of Attorney o1 which On,foregoing i a lull.me and cored ropy,is in lull lore and,feet on the date of this y oat T"w;and 1 do lurdter rertdy that the Y'ioe-Proident who ezecuted the acid Pow,of Attom.r .Y one d th additional Vier- c v ®� Prmidems specially authorized by the Board of L in,,,n to appo+m any Atumeey-m-Fact as Pm.ided in Arde1-VI.Section 2,of the Ry-Inwe of the FIDELITY AND DEPOSIT COMPANY Oy MARYLAND. This Certificate may be started by Ianimilr order and by authority of the lolkrwing rnMutem of iM Boud of Dorecton of the FIDELITY AND DEPOSIT COMPANY OF MAPYLAND at a meeting duly eaRod and held ern the loth day of July, 1969 RESOLVED:"Dot tine lenhnlle or mechsntcaBv ,P Qd m O,signer.of any AYia m,S,reta ,ry of the Cmn,. whether made hermame n,hered4,wbereva appear e:upar a cenT d mp,of any power of tv.,tented by the<:ompaoy shall be vJid and biding upon the Company v' the were f,ry and elieet n though mom.111 off ed." i rN TES nMONY WHEREOF.I 1 hmwu,aubazibed my name and aRu..d the axpnrav ral of thr saJ Grmpany,Wu_. day 180-210? 1 / V 1 i EXTRACT[ROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF M.ARYLANU nv of tlu Scorn Vioc- i Ani I VI Sectt n Tha Chairmen of Oa fbaN,�rt the Prc idea rr anY Executive Vke-Prcaident, i Pre. k t r Y e P knl,yre Tally eutMr.aJ ur to ar by Je&vrC r!Uirecwn�x try the Exavtive G men m.e .h.11 have prover. � by anJ wish the Srxleur ur any nne n!the Auistmt Secreuric,m uppilnt Resi&M Vi a Prt.Werra, Assistant , V ue An uncya m-Fa,a m the huamess of Jx'Company nmY'Nu" w a nMnss any perwn or persona m cxe<ute n MMI!of M Compuny:ny hoiWa,mulenakinRa,rccugni�erccs,atipul.m. Mai.",c(mte c,s.agrc i,wnta.Jeala,'Ad releame i unJ uaignmcnr.of juJgementa,Jecrec,,mrngag<s arW marrumeius m the�uwre of nwngagea, and w alLx the xal oRhc l ortpany I thercdr" 1 1 I i I 1 1 i r 1 aat i e; i i At� 1 a � i a . a. . 4 -Jfy of Ramon Conbau 92 3 1992 Lst Sullen 1,Wawrsnr Octoberlafn BOND TO THE CRY OF RENTON KNOW ALL MEN BY THESE PRESENTS: '[hat we,the imdenigncd ■ as principal,er.J ^^^^' rnnirr{tnrc_ Inc. cosporatim organized and existing under the Iawx of the Yl State of _as a surety corporation.and qualified under the laws of the Slate of Washing to biome surety upon bonds of conin tors with municipal corl,c ations,as surety are jointly and ton severally held and firmly bound to the Ci.y of Renton in the penal sum of S for the aw)mmlmf which sum on demand we bind dwrs<Ives and our successors.heirs,administrators or personal represeMatives,as the case may be. This obligation is entered in pursuance of the stamtrs of the Sate of Washington,the O:dmanx of the City of Renton. Dared u sl e&V,r A/ .Washington,this i!� day of r' 191t,,3. Nevertheless,the corn i-iors for the above obligation are such tat: WHEREAS,under the pursuant to OrdamnOe(or Resolution)No.2295 providing for (which contract is referred to herein and is made a pan h- as though attached hereto)and WHEREAS,the said principal has aa:epred.a is about to accept,the said contract,and undertake to perform the wort therein provided for in the manner and within the time see forth: NOW,T:ffREFORE,if the said sha:i faithfully pufmir ell of the provisions of said coatract is the manner and within the time thmtin set forth or within such extensions of tune as may be granted under said convect. and shall pay all Laborers, mechanic, subccimmuirs and provisions and supplies for the carving on of said work and shell hold said City of Renton tag harmless from wry loss or damage occasioned to any person or property by reason of any careleswhess of mghgem_c ■7 on the pan of said pincipal,or any subconvactor in the pa for ano,of said work and sh-Il indemnify and hold the City of Renton hamdem trorn any damage or opens:by reason of failure of puforna'lc as specified in said 1� conm i t or from dctxu appearing or developing in the material m workmanshi r mo,ided uh performed undo said convect within a period of one year spa its acceptance thereof by the City of Benton,then and in that event this q7 obligation shall be void:but otherwise it shall be and remain in full farce said efhxt I Contrail Forms-7 •hx.mram�w� �4 L J Dry o/Banron Contracr Tams 1992 Lift 54aon knnnm s,r nos Octobw 412 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT.made and entered into this/,,1 + day of -7d, ,19_2�by and between THE CITY OF RENTON,Washinguas,a municipal corporation of the State of Washington,hereutatvr referred w as"CITY' and Omega Contractors, Inc. ,hereinafter referred no as"CONTRACTOR". W17NESSETH: A 1) The Contractor shall within the time supulated, (to_wit within 180 working days for Schedule A and 90 working days for Schedule B from date of canmencement hereof as required by the Contract,of which this agreement is a component pan)perform all the w,,rk and services required to be perfomed,and provide and (umoh all of the labor,materials,appliances,machines,tools,equipment,utility and rartsponation services necessary to perform the Contract,and shall complete the onswetion and installation work in a workntaNike manner.in connection with the City's Project(identified as No.N'N'P.33.0510 and No.WWT-11-2063 for constructing,and instalauon of. 1992 Lift Station Improvements) AM the foregoing shall be timely performed,funish A,constructed,inswlled and completed in strict conformity with the plans and specifications,including any and all addenda issued by the City and all other documents hereinafter enumerated,and in full comphan.e wid,all applicable coeds,ordinances and regulations of the City of Renlm and any other govemmentai authority having jurisdiction dsreov,i. It is further agrttd and stipulated that all of said labor, materials. appliances, machines, tools, equipment and services shall be fumished and the ccosuuction installation performed and completed to the satisfaction mid the approval of the City's public Works Director as being in such conformity with the plans,specifications and all requirements of or arising under:he Contract 2) T:he aforesaid C.mtract enterrA into by the acceptance of the Contractor's bid and signing of this agreement, consists of dhr following documents,all of which are component parts of said Contract and as fully a part Cwtof as if I weir ret out in full,and if not muchc4 as if hereto attached. a a. '.his Agreement b. instruction to Bidders C. Bid Pmposal d. Specifications C. Maps and Plans I. Bid g. Advertisement for Bids h. Spacial Provisions,if any J. Technical Specifications,if any 3) If the Conuxrof refuses cr!ills to prosecute the work ot any pwh thereof,with such diligence as will insure its^.omplebon within the time specdied in this Contract or any extension in writing thereof, or fails to complete said work with such time,or if the Contractor shall be adjudged a bankrupt,a if he should make a general assignment for the benefit of his creditors,ot if a receiver shall be appointed on account of the Contractor's insolvency,or if he or any of his subcontractors should violate any of the provisions of this Contract,the City may then serve w iuea notice upon him and her surety of its intention M terminate the Contract,and unless within ten(10)days after the serving of such notice,such violation or noncompliance CGn"ct Forms-8 can,,wra.xx,>«,aa �1 r _ J � 1 City of Rnain Contract Fame ice➢$Lift Sbtlm fnprovamwib Cerobar laal of any prevision of the Contest shall cease and satisfactory arrangement for the correction thereof be made, this Contract,shall,upon the expiration of said lent(10)day period,cease and terminate in every respect to the event of any such termination,the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take ova and perform the Contract,provided,however, dot if the surety within fifteen(I5)dal,s after the swing upon it of such notice of termination does not perform th,Contract or dens not commence performance thereof ivith thirty(30)days from the date of serving such"cc,the City itself may take over the work under die Contact and prosecute the sume to completion by Contact or by any otter method it may deem advisable, for the account and at the expense of the Contractor,and his sorry shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event,the City,if it so elects,may,without liability for so doing,take possession of and utilize in romplaing said Contrst such materials,machinery,applicants,equipment,plants end other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing pro.isions are in addition t-,and not in Immussion of any other rights or remedies available w the City. 5) Conaactor agrees and covenants to hold and save the City,its officers,agents,representatives and employees herrnlem and in promptly indemnify same from and against any and all claims,actions,damages,liability of every type and nature including all costs and legal expenses incurred by reason of any work arising tinder or in connection with the Contract to be performed her_under, including loss of life, personal injury arWpr damage to pmperty arising from or out of any occurrence,omission or activity upon,on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any parented or unpatented invention, process, article or appliance manufactuW for use in the performance of the ConuwL including its use by the City, unless otherwise specifically provided for in this Conm t. a. In the event the City shall,without fault on its part,be made a party to my litigation commeneed by or against "Y1 Contactor,that Contractor shall proceed and hold the City harmless and he shall pay all costs,expim.,cs and reasr--..^.,ble money's fees incurred or paid by the City in connectiou with such litigation. Furthermore, Contactor agrees to pay all costs,expenses and reasonable a tamey's fees that may In incurred or paid by City in she atforcemem of any of the cevenarl provisions and agru nents hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City,from pB claims,demands or suits baud solely upon the conduct of the City,its officers in employees and provided ■1 further that if claims or suits arc caused by or resu!t from the concurrent negligence of(a)the Contracwr's agents or employees and(b)the City,its agents,officers and employees,and involves those actions covered by RCW 4.24.115. this inden,nitv provision with respect to claims or sits based upon such concurrent negligence shall be valid and enforceable rmlj to the extent of the Contactor's negligence a the negligence of the Contractor's agents or employs . 6) Airy notice from one pan to the trlher parry under the Contact shall be in writing and shall be dated and t signed by the perry giving such notice o•by its duly authorized reprcunutive of such part Any such notice is heretofore specifiod shall be given by personal delivery thereof or by depositing same in the United States mail.postage prepared,certified a registered mail 7) The Conuracto shall commence performance of the Contract no laic than 10 calendar days after Contract final execution, and shall complete the full perfomumce of the Contract not late than Igo working days for Schedule A and 90 working days for Schedule B from the date L. '0m Wcenrent The City of Ransil will 1 Contract Forms-9 J (� 1 Gly W RanWn Contract Faros I➢a8 Lift SWUM Imnitwne its 0ctobw 1992 issue a separate Notice to Proceed for each project. The City may issue either Notice to Prom:cd in the Spring_ of 1993. The Connaum shuWd anticipate the possibility of a late Notice to Proceed:rod prepare to comptem the Contract widen the allomed time. No additional mooics will be given for emu associated with a late Notion to Fmm%A For each and every working day of delay afLr the established day of completion,it is hereby stipulated and agreed chid the damages w the City occasioned by said delay will be the sum of$600 as liquidate]damages(and rot as a penalty)for each such day,which shall be paid by the Contact an the City. 8) Neither the firm;certificate of payment not any provision in the Contract nor partial or entire use of my .a installation provided for by this Contract shall relieve the Contractor of liability in respect to my warranties Jor responsibility for faWty materials or workmanship. Ile Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work tesWting therefrom which shall appear within the Period of one(1)year from the date of fs W acceptance of the work,unless a longer period is specified with reasonable promptness after discovuy thereof,and Contractor shall be obligated to take immediate steps to "erect and rernedy any such defect,fault or breach at the sole cost and ex ease of Contractor. 7 9) Te rmtractor and each subcontractor,if say,shall submit to the City sr i schrdules of quantities and costs, progress scheduler,yaymils,reports,estimates,records and miscellaneou, data pertaining to the Contract as 1� may be requested by the City from time to time. 1 r0) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, 1� including the payment of all persons and firms performing labor on the construction pmject under this Contract or furnishing materials in connection with this Contract: said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. Convects outer than Federal-Aid FHA A 11) The teed amount of this contract s the sum of $429,443.90 + which includes Washingmn State Saves Thu.Pay,nem will be made to Contractor as specified in the"Special Provisions"of this Contras. + Four Hunfre, Twenty-Mine Thousand Four Hundred Forty-Three and 90I100. IN WITNESS WHEREOF,the City has caused these presents to be signed by its Mayor and guest by its City clerk and the Contractor has hereunto set his land day and Year first a`ave-wrmcn. CONTRACTOR ' V �t/Partrser/Owna kgy, ATMST ( .G4ati City Clerk CMUU Fors• 10 srmawrromarrcr I- ems. City of RWWn Conrnct Faint rial iM Surbn atptova w oetoaar rail Fum Name ❑Individual ❑Partnership 6Corporation Incorporated in Attention: If business is a CORPORATION,name of the corporation should be listed in full and both President and Secretary must sigi the contractor.OR if one signature is permitted by corporation ljy-laws,a copy of the by-laws shall be furnished to the City and made a pan of the contract docuneat. If business is a PARINFRSHIP, full name of each parer should be listed followed by dWa (doing business as)and firm or wade name;any one painter may sign the contracL If business is an INDIVIM AL PROPRIETORSHIP,the name of;he owner show.l appca,fn.lo by d/h/a and name of the company, 7 a� a/ I 1 J COnlrael RMS- 11 1 .urn nmevtcxan.: J L _J L_ _J s<� M/ p�E,11� �• COM RM►TE of INSU NM �"`121;92 i RRG01IClx THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS GRIFFIN MACLEAN, INC. NC RIGHTS UPON THE CERTIFICATE HOLDEN THIS CERTIFICATE DOES NOT AMEND P.O. BOX 3667 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW BELLEVUE, WA 98009 COMPANIES AFFORDING COVERAGE (206) 822-1368 cOVPANv LETTER A UNITED STATES FIDELITY 6 GUARANTY i cwE14+ xnuxen LETTER B OMEGA CONTRACTORS, INC. 1 I, P.O. BOX 428 ETH.N.C f TIIP U ` DUVALL, WA 98109 COA+PANY cp Ei LFrrER D coM.w+E FnEP COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD i INDICATED.NOTWITHSTANDING ANY REOVIREMENT.TERM OR CONDITICN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TN4 E CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS y� TYPE OF MEURAMC! PINKY NUMBER FDLICY[FFEc!VE POLYP E[FMAl1OM ALL L.T.NI TIX)Y[ANDE i Ex OAT!IMM.Ell, OATSIMWDDnv; ' A B[xERAL U1.1.11 1V�300403504-00 07/21/92 07/21/93 cExEw,wcRFw+E { 2,000 X cozen ER+A.-,xr=A..H.B PROOuc,scovP:ovS wGREGATEf 2 000 S c.AMR MID S o,.. PFRso4u{.D.FlISIN6 IFULFY t 1 ,,000 n -C A C.'4:NA. P S. EAM OCc4RRf" { 1 ,000 X WA STOI GAP FIRE OAMwEIAPr<I»NAI f 50, j MFUICAL EXPENSE IAnl...1 { 5, A AUTO.LMDIUn IAB300417458-01 07/21/92 07/21/93 coueVVED ANY AUTC SxOLE f MG 1,000 X ALL OANED ALTOS ..,l RNECVLED AUTOS INIURv { E IPF pvbnI FI X MIRED ALTOS SO SLY X NOVD !DAVTOS �VAu f M1 wMl OARAOf LIARLI,Y PI Fll DWwF F d EXCEED LIABILITY !A^M AGGREGATE Ss OCCURPE4CE E f O,ML i THAN VMBRELU FORM ...A$I 10PEx1ATgM STAlu,ORY E { Ifµx wCl[E4T1 - C 1NU E EMPLOYERS LIABILITY )DISEASE-Rd HI ICV LIM E f IMSEABE-[ACH EMPLOYEE) a OMF9 ) E Y 3 B[WxPTION OF OPERAT WMFKOCATIOMWIMICLI U PIpA.ITEMS E RE: PROJECT NO. 1277-20.00 - COTTONWOOD AND 191-068.00 - LAKE WA LIFT STATION. IT IS AGREED THAT CITY OF RENTON AND RH2 ENGINEERING ARE ADDED AS ADDITIONAL _ INSUREDS AS PROVIDED BY ENDORSEMENT NO. CG2010. _ CERTIFICATE HOLDER CANCELLATION CT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE AVE. 1 CITY OF R EXPIRATION DATE THEREOF THE ISSUING COMPANY WILL X IES 2OO MILL AVE. S. MAIL DAYS WRITTEN NOTICF"TO THT CERTIFICATE HOLDER NAMED TO THE RENTON, WA 98055 LEFT. i 1 I E A77 xTATWe ACORD!FB 111I101 CACORD CORPORATION tEN BE { i V , r-- t i pry of Mnn+n tbaar�Farms t 1W2 Ufi Sudm ktpm anb 0.'teaa'for. 3 NOTE: THIS QUESIlONNAIRE MUST BE COMPLETED AND ATTACHED TO CERTIFICATE n i OF INSURANCE Ittnrmnce Coverage Qxtimrsie S {� For Omega Contractors, Inc. (Name of Lamed) _ 9 Project Nu,nter 1277-20.00-Cottonwood 6 191-068.00-lake A'ashington Lift StationIrr f.. J Arc the following coverage and/or conditions m effect? j s The Policy form is ISO C4am�acial Yes ,No Genenl LubihtyTam�t { CG 00 02(circle one). If ao,avach I { a copy of the policy with mquirtA {. coverages clearly identified. h .' ` Products and Completed Oper Coverage X mim I1• Cross Liability Clause(or equivakm wading) Personal Injury Liability Coverage(with v 7 employee inclusion deleted) i Broad Form Property Damage wish X.C.U - Hazards included Blardca Cmtatual Liabiliy Coverage applying:o the p nacct _ I i Employer Liability•Swp Gar Itaurer's Be-.Rating GL a,_AL.S FacestN Tbis Quemm aim is issued as a mecca of bJomuam. This questionnaire u not an inmance policy and does act amend,intend of alw the coverage afforded by the policies indicated on the attached Certificate of lnswancc The i City shag obtain Declamon of Policy pagra from awarded bidder prior to rxecuom on conmi. Griffin Maclean, Inc. Richard D. Pechkoff Agency/Brokc Complund by(type) P.O. Box 3667 �t � Bellevue, 4A 98009 /I-�_e;'! l' �. . Add= Compktod by ftnatm) Richard D. Rechkoff 206-822-1368 Name of Periori to eann„-t Telepbooe Numba ~� 1 Cmea,i Forms- 12 aaanarrmsw+ { i ' 1 _J City of R.mmn t<:,oK!forms I 1121 UR Sutlnn bnprowann Ctmoa 1012 ' ENDORSEMENT In eoniduation of the premium charged,it is hereby agreed and understood that Policy Number 11-fP300463504-00 issued by USF6C Insurance Company.is amended m include the following Inns and condition as sespscts Contact Number A-VT.33.510 issued by the City of Renton. 1. ADDITIONALLI'INSURED. TM OWNER and RN2 ENGINEERING,INC.,(ENGINEER),ihec:kned ce appointed oflieees, OffKlals.employees Yid volunteers are included as additionally insureds with regard m damages and defense of claims ailing hum: (a)activities preformed by or on behalf of the NAMED LZURED; OF(b)produces AM Completed operations of the NAMED INSURED,Of(c)premises owned,leased or used by the NAWD INSURED. 2. CONTRIBUTION NOT REQUIRED. As respects: (a)work performed by the NAMED INSURED for or on behalf of the OWNER a(b)products sold by the NAMED INSt 9tED to the OWNER;a(C)premises leased by the NAMED INSURED from IN OATrTR,the insuanu afforded by this policy%hall be prirnry nssuance as ' respects the OWNER.a my other insured.its elected or appointed off,=,offKiah,employees or volsnteer;;or N w.u'Ll ar%..broken chain of wmage excess of the NAMED INSURED'S scheduled underlying pnmay coverage. r1 Nei .evank any ocher nsaanu maimaixd by the OA7TR,its elated m appointed ofIiiuxs,oheKixh.employxs Q err'waters shall be in excess of thiS Rppa1CC and%hare not contribute with Ie 3. SEVERABILITY OF INTEREST. The ialusion of ogre than one insured under dtis policy shah cot affect the i her of any insured as respects any claim,Suit or judgment race a brought by a for any other Ins a d a by a fa any employee of any other insured This policy%dal%protect each Insured m the same manna Y cmZl,Y .. wP=T potiry h 'ce issued to each,except that uothng herein dull operated m increase the Company's habibly beyond the amount� amounu for which the company would Mere been liable had only Me insured been rimed 4. CANCELLATION NOPCE.The insurance afforded by this polity sh It not be mspended roused canceled, reduced in coverage a n limier except after FORTY-FT'E(45)days'prim written notice be certified mail return !,.s receipt requested has been given to the OV TR. Such notice shall be addressed to(a)the OWNER and(b)the 1 ENGINEER. 5. CLAPA REPORTING. The OWNER law no obligation b report occurrences unless;a claw 4Y!ern filed %4th th..OWNER. err 5 C AGGREGATE TAWT. Tar General Aggregate Limit under l.bniu of Insurance applies separately b the above named contract for the above maned OATNER. Dccm.fir 14. 1992 Richard D. Rechkoff Dery A�ad�°dun 7� /"C�-�—( /��� Sipume � / � a� J � i :# 1 01 Contract Forms•13 t W1¢ )T R r t PREVAILING • I WAGE RATES A a Y S 4 ro - a R.' r / In (Nt� �t F C; t i k 4 4 f a` f a HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: BRICKLAYERS AND MARBLE MASONS LOCATION: (STATE: BRICKLAYERS) CLALLAM, ISLAND, JEFFRSON, KING. KITSAP, SKAGIT, SNOHOMISH AND WHATCOM COUNTIES. FRINGE BENEFITS t APPRENTICESHIP .21 S/HA. r � HEALTH AND WELFARE 1.72 S/HA. PENSION 1.85 S/HR. WAGE RATES t OCCUPATION OCCUPATION STATE ' CODE DESCRIPTION RATE ••••"• STATE WAGE RATE GROUP LISTING •`••... ' 050-0005 JOURNEY LEVEL 20.72 OTHER 050-9050 STATE: OVERTIME - AG. HOURS WCRKED IN EXCESS OF 8 HR, DAY AND 40 � (S/WK. AND ON SAT. SIU.LL , BE PAID 1 i k TIMES THE REGULAR RATE OF PAY. .UL HOURS WORKED ON SUN. AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 050-9051 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, ITH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHR:STMAS DAY. 050-9053 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAY14F.NT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY., MON. THRU FRI., UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. CITY OF RENTON 1992 LIFT STATION REHABILITATION , PAGE s 1 J I HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: CARPENTERS F LOCATION: (STATE: CARPENTERS) `, •J CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT. SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. F 6 FRINGE BENEFITS HEALTH AND WELFARE 2.35 S/AR. PENSIOF. 1.85 $/HR. TRAINING FUND ,20 $/HR. •-� WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ....... STATE WAGE RATE GROUP LISTING k'••k•• 070-0020 ACCOUSTICAL WORKER 55 070-0060 CARPENTER 20.39 070-0100 CARPENTER - WORKING HURNED, CRABBED, 20.69 CREOSOTED OR TREATED MATERIAL 070-0110 DRYWALL APPLICATOR 20,39 070-0150 FLOOR FINISHER 20.52 070-OL60 FLOOR LAYER 20.52 070-0170 FLOOR SANDER 20.52 070-0198 MILLWRIGHT 21,39 070-0250 PILEDRIVER 20.59 070-0300 SAW FILER 20.52 070-0315 SHINGLER 20.52 070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR 20.52 OTHER [.. k 070-9070 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 RRS/DAY OR 40 KRS/WK., MON. THRO FRI., AND ALL HRS. WORKED SAT. (EXCEPT WHEN WORKED AS A MAKE-UP DAY1, SHALL BE PAID 11/2 TIMES THE PEGULAR RATE OF PAY. ALL HOURS WORKED SUN. AND HOLIDAYS PAID DOUBLE THE REGULAR ' RATE OF PAY. CITY OF RENTON J1992 LIFT STATION REHABILITATION PACE 2 `J � k W Cd' S, gg�s HKI-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMHEA 11. 1992 P • OCCUPATION: CARPENTERS M � LOCATION: (STATE: CARPENTERS) d" CLALLAM, GRAYS HARBOR, JEFFERSON. KING, KITSAP, LEWIS, / .. MASON, PACIFIC, PIERCE, SKF.GIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. OTHER ;'k,• .. ' 070-9071 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, :HE FPIDAY AND SATURDAY FOLLOWING ' THANKSG:JINC DAY AND CHRISTMAS DAY. 070-9075 STATE: NOTE - EFFECTIVE JUNE 9, 1938, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF E HOURS PER JAY, MON. THRU FRI., UNDER THE CONDITIONS STIPULATED IN WA: 296-127-022. ( ! CITY OF RENTON ' 1992 LIFT STATION REHABILITATION PAGE i Aty, x. Fe f ilk• da t. . 4 HWY-R32320-AA PREVAILING MINIMUM HOURLY WALE RATES SEPTEMBER 11, 1992 OCCUPATION: CEMENT MASONS LOCATION: (STATE: CEMENT MASONS) , CLALLAM, GRAYS HARBOR, ISLAND, 3EFFERSON, KING, KI'TSAP, LEWIS, 1 MASON, PACIFIC, PIERCE, SKAGIT, SNOHJMISH, THURSTON, AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 2.85 S/HR. PENSION 2.00 S/HA. TRAINING FUND .15 S/HR. WAGE RATES OCCUPATION OCCUPATION CODE STATE DESCRIPTION RATE •...•" STATE WAGE. RATE CROUP LISTING ....... GROUP 1 090-0260 APPLICATION OF SEALING COMPOUND 090-0010 CEMENT MASON 20.76 090-0210 CONCRF:�! PAVING 20.76 090-0240 CURB ANL GUTTER 20.76 090-0230 CURING CONCRETE 20.76 090-0220 PATCHING CONCRETE 20.76 090-0250 SIDEWALKS 20.76 20.76 GROUP 2 090-0330 APPLICATION OF UNDERLAYMENT 090-0350 COMPOSITION MASTIC 21.01 090-0280 CONCRETE SAW (SELF POWERED) 21,01 09C-0360 EPOKY 21.01 090-0310 FINISH COLORED CONCRETE 21.01 090-0370 GUNITE NOZZLFMAN 21.01 090-0270 PLASTIC 21.01 - 090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS) 21.01 090-0300 SANDBLASTING ARCHITECTUAL FINISH 21.01 090-0320 TUNNEL WORKERS 2I.01 21.01 GROUP a ( CITY OF RENTON 1992 LZFT STATION REHABILITATION PAGE 6 v rt MWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: CEMENT MASONS LOCATION: (STATE: CEMENT MASONS) CLALLAM, CRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND EWHATCOM COUNTIES. ' WAGE RATES P 1. OCCUPATION OCCUPATION SLATE , CODE DESCRIPTION RATE iF •""•' STATE WA" AA1 Fi GROUP LISTING ••`•••• I. CROUP 0 090-0940 TROWEL MACHINE ON COLORFD SLABS, 22.26 COMPOSITION OR KALMAN FLOORS OTHER ' 090-9090 STATE: MOTE - EFFECTIVE SUNE 9, 11988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED a FOR THE FIRST 2 HOURS IN EXCESS OF B HOURS PER DAY, MON. THRU FRI., UNDER CONDITIONS STIPULATED IN WAC 296-127-022. , 090-9091 STATE: OVERTIME - ALL HOURS WORKEL IN EXCESS OF B HRSi DAY OR 40 HRS/WK. , MON. THRU FR*. AND ALL HOUR:; WORKED ON SAT. (EXCEP'P MAKE-UP r i DAYS), SHA6T. JE PAID 1 1!2 TIMES THE REGULAR i■ RATE OF PAY. ALI, HOURS WORKED SUNOAYS AND i HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 090-9092 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY FOLLOWINC , THANKSGIVING DAY AND CHRISTMAS DAY. i 1 , i 1 CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 5 1 ( i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: COfM1UNICATION TECHNICIANS LOCATION: (STATE: COMMUNICATION TECHS.) STATEWIDE eWAGE RATES OCCUPATION OCCUPATION CTUF DESCRIPTION STATE RATE ." STATE WAGS RATE GROUP LISTING "..... 1 JOURNEYtlAN ELECTRONIC .� 100-0120 TRON IC TECHNICIAN 12.07 OTHER i 100-9100 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL 6E ?AID 1 1/2 TIMES THE REGULAR RATE OF PAY. ..d 100-9105 SPATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES iN NOT REQUIRED FOR THE FIRiT 2 HOURS IN EXCESS OF 8 HOURS PER DAY, UNDER CON-:TIONS STIPULATED IN WAC 296-12'-022. 100 9510 STATE: THIS OCCUPATION IS LOW VOLTAGE ELECTRICAL WORK. a i 1 T j J i R .J 3 CITY OF RENTON 1992 LIFT STATION ' J REHABILITATION PAGE 6 _J t _� HWY-R72720-AA PREVAILING MINIMUM HOURLY WAGE HATES SEPTEMBER 11, 1992 OCCUPATION: DRYWALL FINISHERS LOCATION: (STATE: DRYWALL FINISHERS) CLALLAM, GRAYS IIARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSION t AND WHATCOM COUNTIES. `1 FRINGE BENEFITS APPRENTICESHIP .15 S/HR. HEALTH AND WELFARE AND DENTAL 1.81 SIRR. PENSION 1.75 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE + CODE DESCRIPTION RATE •'++"• STATE WAGE RATE CROUP LIFTING ••+••♦+ 150-0020 DRYWALL TAPER 21.02 OTHER 150-9150 STATE: NOTE - E^FECTIVE JUNE 9, 1988, THE PAYt1ENT OF OVERTIME RATES IS GOT REQUIRED FOR + THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THAU FRI. UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. 150-9151 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF BHOURS PER DAY OR 90 HOURS WEEK SHALL BE PAID l 1/2 TIMES THE REGULAR RATE OF PAY. 1 •� 1 1 CITY OF RENTON ' 1992 LIFT STATION REHABILITATION + PAGE M I J 2 ■ HWY-R32320-AA PREVAILING MINIMUM H0LRILY WAGE RATES SEPTEMBER 11, 19?2 9 OCCUPATION: ELECTRICIANS LOCATION: (STATE: ELECTRICIANS) r CLALLAM. JEFFERSON, KING AND KITSAP COUNTIES, FRINGE BENEFITS r � 4 PENSION, JOURNEY LEVEL 3.42 $/HR. `y PENSION, CABLE SPLICER 3.53 $BHA .11 PENSION, CONST STOCK PERSON 1.69 $/HR, HEALTH 4 WELFARE, JOURNEYMAU 4 1.74 $/HR CABLE SPLICER HEALTH s WELFARE, CONST. STOCK 1.44 $/HR. PERSON APPR. TRAINING, JOURNEYMAN i CABLE .12 $/HR. SPLICER WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE STATE WAGE RATE GROUP LISTING •••.... 170-0010 CABLE SPLICER 1 170-0030 CONSTRUCTION STOCKMAN 24.42 4.42 42 170-0070 JOURNEYMAN 21 22.20 OTHER 170-9172 STATE: OVERTIME - THE FIRST 2 HOURS IN EXCESS OF 8 HRSi DAY, MON. THRU FRI, ALL HOURS WORKED IN EXCESS OF 40 HRS/WK., AND THE FIRST 8 RRS. ON SATURDAYS SHALL BE PAID 1 1 '2 TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS ' AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 170-9174 STATE: HOLIDAYS - NEW YEARS DAY, M. L. KINGS eIRTHOAV. MEMORIAL DAY, 4TH OF JULY LABOR DAY, THANKSGIVING DAy, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY.(8) 1 CITY OF RENTON .: 1992 LIFT STATION y� REHABILITATION PAGE 8 .w..J w HNY—R72?20—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: ELECTRICIANS LOCATION: (STATE: ELECTRICIANS) CLALLAM, JEFFERSON, KING AND RITSAP COUNTIES. rr y OTHER +` 170-9176 STATE: NOTE — EFFECTIVE SUNE 9, 1988. THE , PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE. FIRST 2 HOURS IN EXCESS OF 8 HRS/DAY, MON. THRU FRI., UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. I ale i. I r i CITY OF RLNTON 1992 LIFT STATION REHABILITATION PAGE 9 r' 1 E HF7-A32320-AA PREVAILING MINIMIM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATIJN: LINEMAN - POWERLINE CONSTRUCTION i LOCATION: (STATE; LINEMAN - POWERLINE CONSTRUCTION) STATTW I DE FRINGE BENEFITS "190" PENSION; OCC. CODES - 1175, 3.63 $/HR. T'. 0340, 0210, AND 0160 "190" PENSION; OCC. CODE - 0110 3.69 $/HR "190" PENSION: OCC. CODE - 0190 2.54 S/HR. "190" PENSION: OCC. CODES - 0140, 2.47 $,MR 0260, AND 0170 190" PENSION: OCC. CODE - 0130 2.44 $/ . 190" APPR. TRAINING: OCC. CODES .10 $/HR. 0175, 0340. 0210, 0160 "190" APPR. TRAINING: OCC. CODE - .12 S/HR. 0110 "190" APPR. TRAINING: OCC. CODE 0190 ,09 $IHA. "190" APPR. TRAINING: OCC, CODES 0140, 0260, 0170, AND 013D •OB $/Fm. "190" APPR. TRAINING: OCC. CODE 0130 .07 $/HR. - HEALTH AND WELFARE 1.75 $/HR WAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTION STATE 31 ••••••• STATE WAGE RATE GROUP LISTING ••••••• GROUP 2 190-0110 CABLE SPLICER 23.09 GROUP 3 _i 190-0160 HEAVY LINE EQUIPMENT MAN 20.86 190-0210 POLE SPRAYER LEVEL LINE ELECTRICIAN ' 190-0210 POLE SPRAYER 20.86 190-0340 WELDER, CERTIFIED 20,86 20.86 GROUP 4 CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE :C �i HWY-R32720-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 9 OCCUPATION: LINEMAN - POWERLINE CONSTRUCTION ` LC-'ATION: (STATE: LINEMAN - POWERLINE CONSTRUCTION; STATEWIDE WAGE RATES , OCCUPATION OCCUPATION STATE , CODE DESCRIPTION RATE •.••••• STATE MACE RATE GROUP LISTING `R GROUP 4 190-0190 LINE EQUIPMENT MAN 17.99 GROUP 5 190-0140 HEAD GROUNDMAN 15.74 15.74 190-0170 JACKHAMMERMAN 15.74 190-0260 POWDERMAN GROUP 6 190-01I0 GROUHDMAN, HOLEDIGGER 14.80 OTHER 190-9180 EFFECTIVE 1/3,91 - ALL CLASSIFICATI0N5,INC. ALL APPRENTICES, REPORTING TO AN EMPLOYERS DESIGNATED JOB H.Q. 6 WORKINS A MIN. OF FOUR MRS. IN ANY ONE DAY, SHALL RECEIVE A DAILY PER DIEM ALLOWANCE OF TWENTY FOUR DOLLARS IN _ ADDITION TO THE ABOVE. HOURLY RATES OF PAY. v 190-9190 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS - PER DAY, MON. THRU FRI. UNDER THE SON ITIONS STIPULATED IN WAC 296-127-022. 190-9192 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 RRS/DAY OR 40 MRS/WK, MON. THRU FRI., AND ALL HOURS WORKED ON SAT. SUN. AND HOLI- DAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 6 CITY OF RENTON 1992 LIFT STATION REBABILITA'TION PAGE 11 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: LINEMAN - POHER LINE CONSTRUCTION LOCATION: (STATE: LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE ! OTHER 190-9194 STATE: HOLIDAYS _ NFW q DAY, 4TH OF ,TTJLY, EARS DAY, MEMORIAL NG DAY, THE FRIDAY FOLLOWINGATHANKSGIVING KSCIV IDAY AND CHRISTMAS DAY. ! t t t t B t ! 1 t, CITY OF RENTON 1992 LIFT STATION ! REHABILITATION ! PACE 12 _ F I elftomill lip Ow j l t ). HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: FENCE ERECTORS AND FENCE LABORERS LOCATION: (STATE: FENCE ERECTORS AND FENCE LABORERS) ' STATEWIDE EXCEPT SAN JUAN COUNTY. a WAGE RATES , _JPATION OCCUPATION STATE CODE DESCRIPTION RATE f •"`•" STATE WAGE RATE GROUP LISTING ••`•"• y 250-0010 FENCE ERECTOR . 0 ' - 250-0020 FENCE LABORER 11.60 ti OTHER 2SO-9250 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL "Y BE PAID 1 1,2 TIMES THE REGULAR RATE OF PAY. 250-9255 STATE: EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MONDAY THRU FRIDAY, UNDER CONDITIONS STIPULATED :N WAC 296-127-022. 1 i A y. 3 i CITY OF REMTON y 1992 LIFT STATION , REHABILITATION PAGE 11 e i 5 t KWY-R32320-AA PRRVAILINS MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: FLAGGERS I{ { LOCATION: (STATE: FLAGC EFS) f CHELAN, CLALLAM, DOUGLAS, ,RAYS HARBOR, JEFFERSON, KING, KITSAP, KIT-ITAS, LEWIS, MASON, PACIFIC, PIERCE, THURSTON AND YAKIMA COUNTIES. FRINGE BENEFITS f APPRENTICE TRAINING .20 $/HR. HEALTH AND WELFARE 1.85 VHR. PENSION 1.55 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE •••••" STATE WAGE RATE GROUP LISTING ••••••• - � 260-0010 FLAGGER 12.30 OTHER 260-9260 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY UNDER CONDITIONS STIPULATED IN WAC 296-127-022. 260-9262 STATE: OVERTIME - ALL HRH. WORKED IN EXCESS OF 8 HRS/DAY AND 70 HRS/WK., MON. THRU FRI., T. AND ALL HRS. WORKED ON SAT. (EXCEPT MAKE-UP DAY IF WORK IS LOST DUE TO WEATHER CONDI- TIONS) SHALL BE PAID 1 1:2 TIMES THE REGULAR RATE OF PAY. ALL HRS. WORKED SUN. G HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. -- 260-9266 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING 'N DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- .. GIVING DAY AND CHRISTMAS DA:. �{ j f 1 CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE ld v 4 t I1WY-R 32320-AA PAE6'AILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: INSULATION APPLICATORS LOCATION: (STATE: INSULATION :.!'PIICATORS) CHELAN, CLALLAM, CLARK, COWLITZ, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KLICKITAT. KITSAP, KITTITAS, � . LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SKAMANIA, SNOHOMISH, THURSTON. WAHKIAKUM WHATCOM AND YAKIMA COUNTIES. WAGE RATES , OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ••••••• STATE WAGE RATE CROUP LISTING ••••••• 310-0010 JOURNEYMAN 16.58 OTHER ' 310-9310 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS , PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN 'WAC 296-127-C22. 310-9312 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 30 HOURS PER WEEK SHALT. BE PAID 1 1/2 TIMES THE REGULAR RAT% OF PAY. RATE OF PAY. , i i CITY OF RENTON 1992 LIFT STFl"1ON REHABILITATION PAGE :5 _ i4 a' RWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: iRONWORK£RS LOCATION: (STATE: IRONWORKERS) STATEWIDE FRINGE 3ENEFITS 5 APPRENTICESHIP . S/HR. HEALTH AND WELFARE 2.6161 S/HR. PENSION 4.60 S/HR. 'w t W'.c,: ATF.S OCCUPATIC OCCUPATION STATE ••'••CODE DESCRIPTION RATE • STATE WAGE RATE GROUP LISTING ••..... 330-0120 JOURNEY LEVEL 19.16 OTHER 330-9001 ;STATE: OVERTIME) ALL HOURS WORKED IN EXCESS OF 9 HRS/DAY OR 40 HRS/WEEK, MON. THRU FRI., AND ALL HOURS WORKED ON SAT. 3HA'L BE PAID AT 1 6 1/2 TIMES THE REGULAR RATE OF PA',. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 330-9330 - 330-9332 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT uF OVERTIME RATES IS NOT REOUIRED FOR THE FIRST 2 HAS. IN EXCESS OF 8 HRS/DAY, f.. UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. 330-9334 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LAGOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 16 Y a r r �•, HWY-R 32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER .1, 1992 OCCUPATION: LABORERS , ') LOCATION• (STATE LABORERSI CLALLAM, GRAYS HARBOR, dEFFERS ..ISLAND, SING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SF 'IT, SNOHOMISH, i SNOHOMISH, AND WHATCOM COUNTIES FRINGE BENEFITS 'HEALTH AND WELFARE 1.95 5/HR.1.70 5/MR. PENSION TRAINING FUND .20 SI HR ' WAGE RATES A STATE OCCUPATION OCCUPATION GI.DE DESCRIPTION RATE u.u. STATE WAGE RATE GROUP LSSTING GROUP I 750-210i WINDOW CLEANER GROUP _A 350-0 N5 FINAL CLCAN-UP 10.69 , GROUP 2 3.01 750-0090 BATCH WEIGNMAN 13.01 350-0660 CRUSHER FEEDER 13.01 350-L260 PILOT CAR GROUP 3 1 17.69 350-0080 BALLAST REGULATOR MACHINE 17.69 350-0240 CARPENTER TENDER 17.69 350-0270 CEMENT FINISHER TENDER 17.69 , 350-0310 CHIPPER 17.69 350-0340 CHUCK TENDER 17.69 3SO-0350 CLEAN-UP L:BORER 17.69 350-0390 CONCRETE FORM STRIPPER 17.69 350-0070 CURING CONCRETE 17.69 350-0520 DEMOLITION, WRECKING AND MOVING (INCL. CHARRED MATERIALS) 17.69 , 350-0710 EPDXY TECHNICIAN CITY OF RENTON 1992 LIFT STATION REHABILITATION `..•�.. PAGE 17 1* i 1. ..y HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: LABORERS LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEF'e ERSON,ISLAND, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH. .. SNOHOMISH, AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE �. CODE DESCRIPTION RATE "••'• STATE WAGE RATE GROUP LISTING ••.... GROUP 3 350-0810 CABION BASKET BUILDER 17.69 350-0020 GENERAL LABORER 17.69 350-0860 GRINDERS 17.69 350-1370 POT TENDER 17.69 350-1390 POWDERMAN HELPER 17.69 350-1765 STAKE HOPPER 17.69 350-1870 TOOLROOM MAN (AT JOB SITE) 17.69 350-IR80 TOPMAN - TAILMAN 17.E9 350-1940 TUGGER OPERATOR 17.69 350-2030 VIBRATING, SCREED (AIR, GAS OR ELECTRIC) 17.69 GROUP 4 D 3SO-0050 ASPHALT RAKER 18.17 i 350-0250 CEMENT DUMPER - PAVING 18.1' 3SO-0420 CONCRETE SAW OPERATOR 18.17 m 350-0650 DRILLER - b,GON :...0 AIR TRACK O"FRATOR 18.17 �e9 3SO-0720 FALLER AND BUCKER - CHAIN SAW 18.17 350-0840 GRADE CHECKER AND TRANSIT MAN 18.17 350-0950 HIGH SCALER 18.17 350-0980 JACKHAMMER 18.17 350-1142 MORTARMAN AND HOD CARRIER 18.17 350-1200 NO2ZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 18.17 USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 18.11 350-175 PIPE 'ELINER (NOT INSERT T'i PE) 18.17 350-1280 PIPELAYER AND CAULKER 18.17 350-1485 RAILROAD SPIKE PULLER (POWER) 18.17 +I 350-1753 SPREADER (CONCRETE) 18.17 i i CITY OF RE14TON 1992 LIFT STATION REHABILITATION PAGE 18 J I r HWY-R32320-AA PREVAILING MINIMUM HOURLY -'AGE RATES SEPTEMBER '1, 1992. S OCCUPATION: LABORERS LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON,ISLAND, , RING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, SNOHOMISH, AND WHATCOM COUNTIES RAGE RATES OCCUPATION OCCUPATION STATE , _ODE DESCRIPTION RATE ...... STATE WAGE RATE GROUP LISTING ...... GROUP 4 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 19.17 , 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 18.17 350-1820 TAMPER AND SIMILAR ELECTRIC. AIR AND GAS OPERATED TOOLS 350-1905 TRACK LINER (POWER) 18.17 350-2000 VIBRATOR 18.17 350-2090 WELL-POINT MAN 18.17 GROUP 5 350-0200 CAISSON WORKER 18.53 350-0535 DIVER 18.53 18.53 350-1110 KINER 350-1379 POWDERMAN 18.53 350-1500 RE-TIMRERMAN 18.SJ OTHER 350-9350 STATE: OVERTIME - ALL POURS WORKED IN EXCESS OF 8 HRS.;DAY OR 40 HAS./WX., MON. THRU FRI., , AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE- UP DAYI SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE. 350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- , GIVING DAY AND CHRISTMAS DAY. 1 i CITY OF RENTON ' 1992 LIFT STATION REHABTLITATION PAGE 19 i r i ( i RWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: LANDSCAPE CONSTRUCIIpN LOCATION: (STATE) KING COUFTY FRINGE BENEFITS HEALTH b WELFARE, OCC. CODE 0035 3.25 S/RR. HEALTH b WELFARE, OCC. CODE 000 3. 5 $/HR. HEALTH b WELFARE, OCC. CODE 0020 3.25 $/HA. WAGE PATES _ F OCCUPATICN OCCUPATION CODE DESCRIPTION STATE ...... RATE "•"" STATE WAGE RATE 3ROUP LISTING M 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT OPERATORS 11.50 370-0035 IRRIGATION EQUIP. INSTALLERS 370-0010 LANDSCAPING OR PLANTING LABORERS 18.00 370-0020 LAWN SPRINKLER INSTALLERS I0,6262 i OTHER 370-3370 STATE: OVERTIME FOR LANDSCAPE LABORERS ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY AND 30 HOURS PER WEEK SHALL BE PAID TIMES REGULAR RATE OF PAY. 370-9371 STATE: OVERTIME FOR LAWNSPR. & IRRIG. INST. b POWER EQUIPMENT OPERATORS - ALL HOURS IN EXCESS OF 8 HRS.7DAY \ND 70 HRS.,WK„ 'ON. THRU SAT. SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY, ALL HOURS WORKED S!INDAYS AND HOLIDAY> SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY, 370-9377 STATE: EFFECTIVE TUNE 9, 1188 THE PAYMENT ^ OF OVERTIME RATES 1S NOT R:QUIREO 4Y)P THE FIRST TWO H0URS IN EXCESS OF P HOURS PER DAY MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED `N WAC 296-127-022. CITY OF RENTON 1992 LIFT STAT'_ON REHABILITATION PAGE 20 1 HWY-R32120-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATION: (STATE) RING COUNTY OTHER 370-9380 (STATE: HOLIDAYS) FOR OCC. CODES 0020, 9035, AND 0050. NEW YEAR'S DAY, MEMORIAL DAY, LTH OF JULY, LABOR DAY, THANKSGIVING DAY, THE 1 FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). t CITY OF RENTON , 1992 LIFT STATION RXHABTLITATICN Y P 21 I a I y st' HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATI.:N: (STATE) KING COUNTY "INGL BENEFITS HEALTH 6 WELFARE, OCC. CODE 0035 3.25 $,MR HEALTH & WELFARE, OCC. CODE 0050 3.95 $/HR. HEALTH 5 WELFARE, OCC. CUDE 0020 1.25 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION HATE ......• STATE WAGE RATE GROUP LISTING ......• 370-0050 IRFIGATION AND LANDSCAPE POWER EOUIPMENT 11.50 OPERATORS 370-0035 IRRIGATION EQUIP. INSTALLERS 10.62 370-0010 LANDSCAPING OR PLANTING LABORERS 8.00 370-0020 LAWN SPRINKLER INSTALLERS 10.62 OTHER 370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY AND 40 HOURS PER WEEK SHALL JE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. 170-9371 STATE: OVERTIME FOR LAWN SPR. 6 IRRIG. INST. L POWER EQUIPMENT OPERATORS - ALL HOURS IN EXCESS OF 8 HRS.,DAY AND 40 HRS./WK., MON. THRU SAT. GHALL BE PAID 1 I/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BF PAID DOUBLE. THE REGULAR RATE OF PAY, 3,0-9377 STATE: EFFECTIVE JUNE 9, 1988 THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF 8 HOURS PER DAY MONDAY THROUGH FRIDAY, UNDER CONDITIONS gam^ STIPULATED IN WAC 296-127-022. 6 CITY OF RENTON 1992 LIFT STATICN REHABILITATION iPAGE 20 d � iG RWY-R32320-AA PREVAIIING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OC,�UPATION: PAINTERS LOCATION: (STATE: PAINTERS) GRAYS HARBOR, ISLAND, KING. KITSAP, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS 4 APPRENTICESHIP -5 $/HR. HEALTH AND WELFARE AND DENTAL 1 .55 S/HR. PENSION .93 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ••••••• STATE WAGE RATE GROUP LISTING ••••'•• 450-3070 JOURNEY LEVEL 18.54 'A d OTHER y 450-9450 STATE: 0VERTIME - .ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL RE PA 1 1/2 TIMFS THE REGULAR RATE OF PAY. 650-9652 STATI. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, ti{ FOURTH OF JULY. LABOR DAY, TRANKSGIVINC DAY, •'^B THE FRIDAY AFTER THANKSGIVING AND • �sY� *' '" CHRISTMAS DAY. (7) fv ki• • h'� d50-9d5d STATE. NOTE - EFFECTIVE JUNE 9, 1908. THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS 5 PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN WAG 296-127-022. l t 1 CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 22 i r r HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 r OCCUPATION: PLUMBERS AND PIPEFITI'ERS r LOCATION: (STATE: PLMBERS AND PIPEFITTERS) 1 CLALLAi, JEFFERSON AND KING COUNTIES. l r ii FRINGE BENEFITS A. HEALTH AND WELFARE AND DENTAL 2.73 S/HR. PENSION 4.55 S/HR. '_RAINING FUND .38 S/HR• p VACATION 3.50 S/HR. 1. WAGE RATES r OCCUPATION OCCUPATION STATE r CODE DESCRIPTION PATE ••••••• STATE WAGE RATE CROUP LISTING ••••••• r 20.75 530-0005 JOURNEY LEVEL S, OTHER r 530-9530 STATE: OVERTIME - ALL HOURS IN EXCESS OF 8 HAS PER DAY, MON. THRU FRI., AND ALL , HOURS ON SAT., SI7ALL BE PAID 1 i/2 TIMES r' THE BASIC WAGE RATE PLUS 1 1/2 TIMES THE HEALTH s WELFARE AND VACATION. DENTAL, r PENSION AND TRAINING FUND BENEFITS PAID AT REGULAR RATE OF PAY. (, 530-9532 STATE: OVERTIME CON'T - ALL OTHER OVERTIME HRS AND ALL HRS WORKED ON SUN. AND HOLIDAYS r SHALL BE PAID DOUBLE THE BASIC WAGE RATE PLUS 1 1/2 TIMES THE HEALTH 6 WELFARE AND VACATION. DENTAL, PENSION AND TRAINING FUND r BENEFITS SHALL BE PAID AT THE REGULAR RATE OF PAY. 530-9533 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE r PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER THE CONDITIO-S STIPULATED IN WAC 296-127-022. r CITY OF RENTON r l 1992 LIFT STATION REHABILITATION r PAGE 23 r 6 4. CIA;.. •. 1 1 RWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: PLUMBERS AND PIPEFITTERS LOCATION: (STATE: PLUMBERS AND PIPEFITTERS) CLALLAM, JEFFERSON AND KING COUNTIES. 1 OTHER 1 5"-9536 STATE: HOLIDAYS - NEW YEARS DAY, MEMCRIAL DAY. GTH OF SULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. 1 1 1 1 i 1 1 1 1 CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 24 1, P HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 , OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JOAN, SKAGIT, t �. SNOHOMISH, THURST0N, WHATCOM, AND YAKIMA COUNTIES. FRINGE BENEFITS , t HEALTH AND WELFARE 2.80 6/HR. PENSION 2.00 5/HR. If TRAINING SCMD .31 5/HR. h WAGE RATES •'_, OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE •••`•• STATE WAGE RATE GROUP LISTING •`•• • GROUP 1A 570-2141 .:PANE - 0VERHFAO, BRIDGE TYPE 100 TONS 21.75 AND OVER 570-2244 CRANE - 100 TONS AND OVER, OR 200 FT. 0, BOOM 21.75 , INCL. 3:B AND OVER 570-4361 LOADER - 8 YDS AND OVER 21.75 570-6315 SHOVEL AND ATTACH., 6 YDS. AND OVER 21.7a , 570-6720 TOWER CRANE 21.75 GROUP 1 570-1325 CABLEWAYS 2L.25 ' 57' 2126 CRANE - OVERHEAD, BRIDGE TYPE 45 TONS 21.25 THRU 99 TONS 570-2261 CRANE - 45 TONS AND UP TO 100 TONS OR, 150 21,25 FT. OF BOOM INCL. JIB 570-2624 DERRICKS, BUILDING 21.25 5'0-4302 LOADER - OVERHEAD. 6 YDS AND UP TO S YOS 21.25 , 1 570-470S MUCKING MACHINE, MOLE, TUNNEL DRILL 21.25 AND/OR SHIELD s: 570-5425 QUAD 9 ANU SIMILAR, D-10 AND HD-41 21.25 , 570-5547 REMOTE CONTROL OPERATOR, ETC. 21.25 570-5621 ROLLAGON 21.25 t 570-6060 SCRAPERS, SELF-PROPELLED, 45 YDS. AND OVER 21.25 570-6300 SHOVEL, BACKHOES OVER 3 YDS. UP TO 6 YDS. 21.25 , y CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 25 i HWY-1132320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11. 1992 OCCUPATION: POWER EQUIPMENT OPERATORS 1 LOCATION: (STATE: POKER EQUIPMENT OPERATORS) CLALLAM,DOUGLAS, GRAYS HARBOR, ISL4ND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE • ."' STATE WAGE RATE GROUP LISTING .... GROUP 1 3 570-6405 BLIPFORM PAVERS 21.25 570-6915 TRANSPORTERS, ALL TRACK CR TRUCK TYPE 21.25 CROUP 2 '7r 570-0444 BACKHO6 - 3 YDS 6 UNDER 20.81 J 570-1229 BUMP CUTTER 20.81 570-1485 CHIPPER 20.81 "I 570-1771 CONCRETE BATCH PLANT OPERATOR 20.81 570-2111 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS 20.01 THRII 44 TONS 570-2381 CRANE - 20 TONS UP TO 45 TONS 20.81 570-2546 CRUSHERS 20.61 510-2905 DRILLING MACHINE 20.81 570-3131 FINISHING MACHINE 20.81 570-4285 LOADER - OVERHEAD, JNDER 6 YDS 20.81 570-4452 LOCOMOTIVES, ALL 20.81 570-4542 MECHANICS, ALL 20.81 $70-4615 MIXERS, ASPHALT PLANT 20.81 570-4645 MOTOR PATROL GRADER, FINISHING, BLUETOPS, 20.01 . PULLING SLOPES, DITCHES, ETC. 570-4855 PAVE OR CURB EXTRUDER, ASPHALT AND CONCRETE 20.81 570-4990 PILEDRIVER 20.91 570-5124 PLANT LOADER (ASPHALT) 20.81 570-5365 PUMP TRUCK MOUNTFD CONCRETE PUMP WITH 2O.81 BOOM ATTACHMENT 570-: 62 ROTO-MILL PAVEMENT PROFILER 20.81 570-6045 SCRAPERS, SELF-PROPELLED, UNDER 45 YDS. 20.01 -q 570-6075 SCREED MAN 20.81 .T]1 570-6285 SHOVEL, BACKHOES I YDS. AND UNDER 20.81 CITY OF RENTON R J 1992 LIFT STATION 1 REHABILITATION 1 PAGE 26 i y , 4 i HWY-RJ232 J-AA PREVAILING MINIMVM HOURLY WAGE PATES SEPTEMBER 11, 1992 3 OCCUPATION: POWER EOUIjJMENT OPERATORS It yp` LOCATION: �STAT E: POWER EQUIPMENT OPERA^ORS) CLALLAM,DOUGLAS, GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN SUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. i WAGE RATES $' •,'-: i OCCUPATION OCCVPATION STATE CODE DESCRIPTION RATE ••"'• STATE WAGE RATE GROUP LISTING "'."• i GROUP j 570-6540 SUB-GRADER, TRIMMER 20.81 i 570-6870 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. 20.81 570-7387 YOYO DOZER 20.81 i GROUP 3 570-0115 A-FRAME CPANE, OVER 10 TONS 20.45 ' 570-G697 BELT LOADERS - ELEVATING TYPE 20.45 570-1991 CONCRETE PUMP 20.45 $70-2096 CONVEYORS 20.45 i 570-2349 CRANE - UP TO 20 TONS 20.45 570-2757 DOZER - D9 AND UNDER, YO YO PAYDOZER 20.45 570-3085 EQUIPMENT SERVICE ENGINEER 20.45 570-3326 FORK LIFT 20.45 S70-3910 HOISTS, AIR TUGGERS, ETC. 20.45 570-3955 HYDRALIFTS/BOOM TRUCKS OVER 10 TONS 20,45 570-4672 MOTOR PATROL GRADER, NON-FINISHING 20.45 570-4795 OILER DRIVER ON TRUCK CRANE 20.45 570-5732 ROLLERS, ON PLANT, ROADMIX OR MULTI-LIFT 20.45 MATERIALS 570-5985 SAWS, CONCRETE 20.45 570-6015 SCRAPERS, CARRY ALL 20.45 570-6030 SCRAPERS, CONCRETE 20.45 570-6480 SPREADER, SLAW KICK, ETC. 20 AS 570-6855 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 20.45 570-7005 TRENCHING MACHINE 20.45 GROUP 4 570-0130 A-FRAME CRANE, 1J TONS AND UNDER 18.35 CITY OF RENTON 1992 LIFT STATION REHABILITATION it PACE 27 7 1 RWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMSFR 11, 1992 1 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EOUIPMF.NT OPERATORS) r CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, tI KITSAP, LEWIS, MASON, PACIiC, PIERCE, SAN J➢AN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAK:MA COUNTIES. 5_ WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ••.`.• STATE WAGE RATE GROUP LISTING •"`•. GROUP 4 570-0285 ASSISTANT ENGINEERS 18.35 570-0965 BOBCAT 18.35 570-1165 BROOMS 18.35 - 570-1726 COMPRESSORS 18.35 570-3505 GRADE CHECKER AND STAKEMAN 18.35 570-3970 HYDRALIFTS/BOOM TRUCKS 10 TONS AND UNDER 18.35 570-4752 OIL DISTRIBUTORS. BLOWERS, ETC. 18.35 570-4869 PAVEMENT BREAKER 10.35 1 570-4975 PERMANENT SHAFT-TYPE ELEVATOR 18.35 570-5156 POSTHOLE DIGGER, MECHANICAL 18.35 570-5215 POWER PLANT 18.35 570-5410 PUMPS, WATER 18.35 57U-5682 ROLLER, OTHER THAN PLANT ROAD MIX 18.35 570-6170 SHOTCRETE GUNIT£ OPERATOR 18.35 570-7290 WHEEL TRACTORS, FARMALL TYPE 18.35 $ OTHER 570-9570 STATE: OVERTIME - ALL HOURS 'WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI., AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL. HE PAID AT 1 1,2 TIMES THE REGULAR RATE. ALL HOURS WORKED - SUN. AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. y 570-9572 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF 7ULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 28 f. (� HWY-R823'0-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPi EMBER 11, L992 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) r CLALSAM,DOUGLAS, GRAYS H.".RBOR, ISLAND, JEFFERSON, KING, { KITSAP, LEWIS, MASGA, PACIFIC, PIERCE, SAN JUAN, SKAGIT, , SNUHOMISH, THURS20N, WHATCOM, AMU YAKIMA COUNTIES. OTHER 570-9576 STATE: F TE - EFFECTIVE JUNE 9. 1988, THE t PAYMENT OI OV-im IME RATES IS NOT REQUIRED FOR TH' .""?,.iT 2 HOURS IN .XCESS OF 8 HOURS "t. PER DAY, AON. THRU FRI., UNDER THE CONDITIONS STIFULATED IN WAC 296-127-022. A. { I j Y I i j CITY OF RENTON y 1992 LIFT STATION k REHABILITATION ' PAGE 9 # � I i 1 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES S F.PT EMBER 13, 1992 OCCUPATION: ROOFERS AND WATERPROOFERS LOCATION: (STATE: ROOFERS) CLALLAM, JEFFEPSON, KING, KITSAP, MASON AND SNOHOMISH COUNTIES. i FRINGE BENEFITS APPRENTICESHIP .15 S/HA. HEALTH AND WELFARE i.70%i'i_•`.. PTNSION S1,HR. 1.55 $/HR. WAGE RATES +..� OCCUPATION OCCUPATION CODE DESCRIPTION STATE RATE -A •""•• STATE WAGE RATE GROUP LISTING ....... 610-OICO JOURNEYMAN 610-0110 JOURNEYMAN - USINO BITUMINOUS MATERIAL 23.20 23.20 )THER 610-9610 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS,'DAY OR 40 HRS/WK, MON. THRU SAT. SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED SUN. AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 610-9612 STATE: HOLIDAYS - NEW TEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING ,. DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHIRSTMAS DAY. ... bL9-96L4 STATE: NOTE - EFFECTIVE JUNE 9, 158P„ THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 0 HOURS PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. 1 �f r CITY OF REN'TON i 1992 LIFT STATION REHABILITATION e. PACE 30 x J J HWY-R72320-AA PREVAILING MINIMUM HOURLY WAGE RASES SEPTEMBLP i.. 1992 f� Y yw OCCUPATION: SHEETMFTAL WORKERS LOCATION: (STATE: SNEETMETAL 'PORKERS) I _ ISLAND, KING, AND SNOHOMISH COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 2.10 S/HR. PENSION 2.55 S/MR. SASMI .83 S/HR. TRAINING FUND .30 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE •�""' STATE WAGE RATE GROUP LISTING ....... i630-0030 SOUPNEYMAN 23.11 OTHER 630-9629 STATE: OVERTIME - ALL HOURS IN EYCESS OF 8 HAS/DAY, MON. THRU FRI., AND TIE FIRST 8 1 HOURS WORKED ON THE FIRST SHIFT ON SAT. SHALL BE PAID AT 1-L/2 TIMES THE REGULAR RATE OF FA:. ALL M'AER OVERTIME HOURS SHALL HE PAID AT DOUDI IEGULAR RATE OF PAY. 630-9632 STATE FECTIVE DUNE 9, L988 THE I� 1 PAYMENT IME RATES IS NOT REQUIRED I FOR THE -Tkc HOURS IN EXCESS OF 8 HOURS �y j PER DAY, MON. -HRU FRI., UNDER THE CONDITIONS 7C� STIPULATED IN WAC :96-127-022. u CITY OF RENTON 1992 LIFT STATION REHABILITATION PACE 31 t. l R J t HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER II, 1992 t OCCUPATION: SURVEYORS LOCATION: (STATE: SURVEYORS) � . CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION CODE STATE _ DESCRIPTION RATE •��'... STATE WAGE RATE GROUP LISTING •••...� ^I 720-0010 CHAIN PERSON 9.35 II f J�j 720-0040 INSTRUMENT -ERSON r,. (JUNIOR ENGINEER)720-0060 PARTY CHIEF 13.40 I.. i, .90 *: y OTHFA h 720-9720 STATE: OVERTLiE , ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 90 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PA1'. 720-9725 STATE: NOTE - EFFECTIVE JUNE 9, 1908, THE :-3 PAYMENT OF OVERTIME RATES 'S NOT REQUIRED .'OR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY UNDER CONDITIONS STIPULATED IN WAC 296-127-022. �l r% CITY OF RENTON 1992 LIFT STATION REHABILITATION jy PAGE 32 7, S HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: TEAMSTERS LOCATION: (STATE: TEAMSTERS) r CLALLAM, KING, KITS", LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH AND THURSTON COUNTIES. { FRINGE BENEFITS HEALTH AND WELFARE 2.61 $/HR. PENSION 2.00 6/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE. DESCRIPTION RATE r •""• STATE WAGE RATE GROUP LISTING "`•" GROUP 1 730-OUBO BUGGYMUBILE AND SIMILAR 20.01 730-0100 BULK CEMENT TANKER 20.01 r 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOUPNO- 20.01 ROC:'ERS, TO'1RNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LF.'P EAU, WESTINGHOUSE , ATHEY WAGON, EUCLID, TWO ) FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTINC MATERIAL AND PERFORMING WORK IN TEAMSTER JCRISDI^TION:DUMP ' TRUCKS, SIDE, END AND BOTTOM DUMP, INCL7DTt,,. SEMI-TRUCKS AND TRAINS OR COMBINATIONC THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT-TOURNO- 20.01 ROCKERS, TOURNOWAGON, TOURNUTRAILER, CAT DW SERIES. TERRA COBRA, LETOn4EAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTFR SURISDICTION:DLMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER L6 YARDS TO AND INCL. 20 YARDS 730-0410 EXPLC"`7E TRUCK (FIELD MIX) AND SIMILAR 20.01 EQUI r"ENT 730-0460 FLAHERTY SPREADER 20.01 4� CITY OF RENTON I 1992 I1FT STATION RERt9ILITATION � PAGE 33 � I r NWY-R i2320-AA PREVAILING MINIMUM HOURLY WAGE PATES SEPTEMHEA 11, 1991 OCCUPATION: TEAMSTERS 1 LOCATION: (STATE. TEAMSTERS) CLALLAM, RING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH AND THURSTON COUNTIES, WAGE RATES W OCCUPATION OCCUPATION STATE ` CODE DESCRIPTION RATE •�•••' STATE WAGE RATE GROUP LISTING •••••• I• GROUP 1 730-0670 HYSTER OPERATORS (HAULING SULK L, JSE 20.01 AGGREGATES) 730-0"')5 LOWBED At" HEAVY DUTY TRAILER 20.01 730-1401 TRANSIT MIX 20.01 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 20.01 GROUP 2 730-0120 BULL LIFTS. IR SIMILAR EQUIPMENT USED IN 19.43 LOADTNG OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON SOB SITEF'OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL 19.43 730-0200 DUMPSi ERS, AND SIMILAR EQUIPMENT:TOURNO- 19.43 ROCKERS, TOURNOWAGON, TOUANOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGdOUSE ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR WIN TRAILER AND SIMILAR TOP- LOADED EQUIPMENT .TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS T'HEREOF:UP TO AND INCLUDING 5 YARDS A� IIII� i CITY OF RENTON 1992 LIFT STATION REHABILITATION PAGE 34 - �J HWY-R32320-AA PREVAILING MINIMUM HCURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: TEAMSTERS LOCATION: (STATE: TEAMSTERS) - r CLAL LAK, KING, KITSAP, LEWIS, MASON, PACIFIC, fr1 PIERCE, SKAGIT, SNOHOMISH AND THURSTON COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE I 4 •""' STATE WAGE RA^.E GROUP LI52ING •""• h GROUP 2 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 19.43 ROCKERS, TOURNOWP.GON, TOURNOTRAILER, CRT DW SERIES. TERRA COBRA, LFTOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR W H TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING 'WORK IN TEAMSTER 3URISDIL'TION:DU4P TRUCKS, SIDE, END AND BOTTOM DUMP. INCLUDING M: ) FEMI-TRUCKS AND TRAINS OR COMBINATIONS YY TSEtEOF:OVER 12 YARDS TO AND INCL. 16 YARDS 73U-0210 DUMPSTCRS, AND SIMILAR EQUIPMENT:TOURNC- 19.43 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW / SERIES. TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED , < POWER TRACTOR WTH TRAILER AND SIMILAR TLP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER 7URISDICTIGN:DUMP ' TRUCKS, SIDE. END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0500 FLAT4ED TRUCK, DUAL RW AXLE 19.43 ' 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 19.43 SERVICE MAN ANC/OR TIRE SERVICE MAN 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 19.43 BATCH PLANTS 730-1035 OIL/TRANSPORT TANKER 19.43 730-1100 SCISSORS TRUCK 19.43 730-1140 SLURRY TRUCK DRIVER 19.43 730-1160 SNO-GO AND SIMILAR EQUIPMENT 19.43 730-1190 STRADDLE CARRIER (ROSS, HYSTER AN3 SIMILAR) 19.43 730-1200 SWAMPER 19.43 CITY OF RENTON 1992 LIFT STATION REI:ABILITATION PAGE 35 1 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 11, 1992 OCCUPATION: TEAMSTERS � LOCATION: (STATE: TEAMH'TERS) CLA•LAM, KING, K.TTSAP, LEWIS, MASON, PACIFIC, f ..ACE, SKAGIT, SNOHOMISH AND THURSTON COUNTIES. WAC' RATES i OCCUPATION OCCUPATION •.• STATE CODE DESCRIPTION RATE .^•'• STATE WAGE RATE GPOUP LISTING { GROUP 2 ii 730-1300 TEAM DRIVER 19.43 i 730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN 19.43 TEAMSTER SURISDICTION) 730-1750 VACUUM TRUCK 19.43 730-1810 WAREHOUSEMAN AND CHECKERS 19.43 730-2000 WATER WAGON AND TANK TRUCK: UP TO 160U 19.43 $B GALLONS �B41 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS .9.43 TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 19.43 130-2200 WINCH TRUCK: SINGLE REAR AXLE 19.43 730-2220 WRECKER, TUW TRUCK AND SIMILAR EQUIPMENT 19.43 GROUP 3 730-0800 MECHANIC 19.77 r$ 1' GROUP 4 730-08"] MECHANIC HELPER 19.18 ]UP 5 t T- 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 17.67 GROUP 6 i 730-0405 ESCORT DRIVER OR PILCT CAR 14.27 t s CITY OF RENTON - 1992 LIFT STATION REHABILITATION PAGE 36 i Complete i mad eot.re set ! j AffidlVll OI WITH APPROVAL FEE OF SL:30 TO: Oapnoncud Labor A lnduomas PREVAILING WAGES PAID ESAC r,...— Public Works Contract 406 Legion Way SE HC710J INSTRUCTIONS ■ OlymDu WA 9530A-Wt (206)1:)4019 ON BACK YOUR APPROVED COPIES WILL BE 6IAAM TO THIS ADDRESS - CoswearBPW No. , Nap . . Bd aue bar Oau eeMaes araNad ....Makes,Makes, __ _ ' ■ aaa � Cesmp nos wort pgfwmtl Date cart wmplerra e 1■ i ' City aver a minuslom el 1p ro sS doc d far ralpq hem nesrm raem Cee mr 9/.i• rtasae.aas a(u.mns FJre Tar tW pegs! Can ma OaOa rrC your umae with ma co[ernes approral lee. You `- Na PUBLIC AOEINCT Address._.__._._._._....__. Cii 71gna muu0rr I CRAFT -RATE OF -7 RATEOFHRLY a APPRENTICES: Name tepseawe r. _...._...�__ HOURLY PAY FRP'OEBEhTJM su[e of pepesawn A.U.-of a1.•[ 1 ND THAT TALL X I r AOOVC Inro THIS AnDN 1S C ORCOT- AND THAT ALL VOIKOLS i CMILOYCD ON THIS PVRLIC WORKS MYIR anti aaoRSSdmmwry msglatllq Ftis bar• AS 1 111 PAID MO L111 THAN T11C PRSY'AILDtO r J.T AS OLTLRMINLD RY TNC AND INVQ L JMA I VND Or NO CetltPaey name CONTOCP RACTOR OR LAaOR AN RN AIA[S. tGE S LAWS. I . AT CONTRA=CLA trc,TI NIS Pt orW or wtxrRs t C. raorIN rA NDIOR E PRSr TAN vA" QD.. AM TO 1 TO RINGS AND/OR DCBA TO WO AND v0-L BE RLOUIRm 10 PAY ANY SACK Vn06 DUC TO VORKnS. NOTARY, ` (CamPlga a[eybr a110 am each MYN[M) t'9• Sae }IF NRC['J(L aMa rwW A eOe.[M[ '. swe e.Tc PErne aumoer M{ueman eumear -iib.:ar rva1:s:'iYi":wi'roa iNr nAK ...... .. . a[s iMROt O(Libor wA Industries :.: ,I-1� awa ai For LSI Use Oat. .--__.__.__. ._.... _.._...__ ._ APPROVED ..y 1 'niv rnMrilaszi o.t•un oN .. .. . .._... By .. F700.1107dn0 aTrua a e! .�.a"t i.i9 lACattrrt Nar.NreasA � '�, 1 CuwMev i Madison so, STATEMENT OF INTENT TO %vtTH APPROVAL FEE OF 31=0 TO: ' DtPwwuse Of Law t lWairi. ®R PAY PREVAILING WAGES ESACD"1iOe Public Works Contract 406 LeRNm Wey SE HC710.1 INSTRUCTIONS Olvmpu WA 9850e.+s01 (2061 TS]4019 ON&Act -� YOUR APPROVED CONES WILL BE MAILED TO t THIS ADORESS Caw BPW No. i., ....__ ..._.. comaFam, ... Bidav a[u Dw eeeeen a�[.¢ee AJWs Calwry Non vwtlt peAamea „j CW" S.ffi Pleas,ells • ,ammlm a1 10 it IS Raming days fa pnnssltg Dwll dw DO YaV ale1C w w e11RMIweCYRn I j dill Me Dewrtment rK4red raw lxumeRt mth Of coma aPpreltl AN. Yet; No ' � CONiRAR AWARDWG name � PVB'JC AGENCY " I eadleu .. . _......_. _. _._ _ ..._�.__.._. Now 2 �. Phme wi�bd ' I.CMFT 2MTE OF ].MTE OF HILLY a.F]7DdATED NO. __ __)IDURLY PAY__FRZNGEBENEFTTS- OF WOWC£RS li 1 I oOLSv CERTIFY THAT'Y.t.Dove wro"ATION IS DORRC:2 ---.--- --- +ll AND TAT ALL WORK m WORKERS 1 EMPLOY ON THIS PVDLIC WORKS Natn! 0a0:DLV OlXT1pLry:aT0wg9Obl11t PROUC_. VILL SC PAID NO LESS THAN THE P CVAILING WAGE RATE(S)AS DCTCIMINED RV THE INDUSTRIAL STATIS 1CIAN Or CegPeny tYq. THC OCPARTMCNT OF LAPOR AND INDUSRIES 1 VNMRSTAND ' 1 THAT CONTRACTORS NO VIOLATE MV61LDIO-AGE LAWS. C. INCORRECT CLASSIFICATION/SLOP[Or WORK Or VORKERS, y —"—^ IMPROPER PAYM CNt Or PRCYAILING WAGER. CIE. ARC SUN- - UECT TO FINES ANOIOR DCSARMENT AND WILL SE SEOUIRED TO PAY ANY PACK WAGES DUE TO VORII[AS ------- - ----' .� NOTARY, (...T d e capue m_d Aan ucR xlatlaeOJ _ .. citySue [V[¢l eO.Na lAW nHrW[M[ +Ns• tt Plwve nwn0er Reauawan No .uru runx s.w ns nit ara y Tate SlPnsaKe Use Oe1y i APPROVED DdpmDnentd LiEm vM 410uamct . Nv n rta:oN coda sR B i .... �w Swuu[wn OOO ntnl to DaY 11•B9 .._ .__.._. -ice, {F !Si f 1 RA 4%� b {. t CERTIFICATION V GENERAL CONTRACTOR • ' Reference: Payment of Prevailing Wages t 4y Date: e,,ix; ' CAG No. V. < PROJECT: — ' h This is to certify that the prevailing wages have been paid to our employees . y sa and cur subcontractors' employees for the period ending '.•. �sill in accordance with the Intents to Pay Prevailing Hage fi ed a th the �µ Washington State Department of Labor b industries. A 'ompany Name W ignatare 1 1 ice -- i 1 1 i 1J.C.l1:�f 03/21/88 Rawl -r 1 ran, ' , i C SUPPLEMENTAL PROVISIONS I RH2 ENGINEERING, P.S. II i t r City of Renton October 1992 1992 Vft Station hnprovements Supplemental Provisions Mote: Below ere changes rhsr have been implemented to the following"Special Provisions"section. Page SPi, "Standard Specifications" REVISE the following paragraph: "I'hr Standard Specifications and "The 1991 Standard) Road, Bridge,and Municipal Construction"publishes+ ,v +- M'-yMvgttor, State Department of Transportation and the Amin ca abl:c Winks Association,Washington Chapter,as codified and iu,,,t 1 ,bt%':sy of Renton. All original(WSDOT/APWA)text is reprr�,c, t in it's a-ire for clarity and context. All original text being deleted!•shuv r, Olt s'�nt through the characters. This is being deleted. Ail repi.sement i .a t inx being added is shown in bold face type. All revisions,O.r,additcvs ur deletions are further shown with a change bar in the outstur margin of tL page.-- to read: "The Standard Specifications and "The 1991 Sraez7d Specifications for Road,Bridge,and Municipal Construction" published oy the Washington State Department of Transportation and the American Public Works Association,Washington Chapter,as modified and adopted by the City of Renton. All sections of the original (WSDOT/APWA) text that have been revised are reproduced in their entirety for clarity and context. All other sections, not revised herein, shall apply as written in the Standard Specifications. All original text being deleted is shown with a line through the characters. This isbeing-deleted. All replacement text or text being added is shown in bold face type. All re�isions, either additi,ns or deletions are further shown with a change bar in the outside margin of the Dage." Page SP4,Section 1-04.2,"Coordination ofContrart Documents,Plans,Special Provisions, Spec cations,and Addenda" REVISE the following list: "1, Addenda 2. Proposal Form PEM,TI,xroaPtcraP.w,,N,bznvaao Sp-I i I 1 oerob r ftroz city of Aff"n 1 -7 SnpPm?"Iff tl Provftbns IM UR 9fanon knp vvwmnft a 3. Special Provisions 4. Contract Plans 5. Supplemental Specifications t 6. Standard Plans 7. Standard Specifications" v to read: "l. Change Orders after the agreement is signed 2. Add:nda 3. Contract 4. Contract Plans 5. Technical Specifications 6. Supplemental Provisions 7. Standard Specification 8. Standard Plan" , t Page SP-23, Section 1-M.9, "Liquidated Damages" DELETE the following sentences: I "For overruns in contract time occurring after the ate so established,the formula for liquidated damages shown above will not apply." Page SP-2°, Section /-099(3), "Contracting Agency's Right to Withhold and Disburse Certain Amounts" REVISE the following sentence: "3. Failure of the Contractor to pnv dngineer with a field office when required by the Special Pr,.tsoons." l0 mad: "3. Failtts of the Convector to provide the Engineer with a field office when required by the Technical Specifications" Sp 2 �Mmaaamcras�mmmmm L_ _J CITY OF RENTON STANDARD SPECIFICATIONS q�t�1 The City of Renton Standard Specifications for Mumnpal Conatructton(hereafter r<fened to as The Rento.$undard) iY shall apply to all work performed wuhm the public right of way by, or for, the City of Renton; or wnh pert rrnu,d ra an exteuion. beltermeot or addition m any,of the Clly'6 Utility.at tnalspONGOn 6v64Re. 7 The Renton Standards are composed of the follomng documents: 3 Standard Specifications "I The Standard Sperificarions are 'The 1991 Standard SPecificartonr for Road. Brdge, and Municipal Cnnsrmcrion' published by the K'uhtngton Sum Department of Toarisportatioo and the Amencan Public Works Associalio.,Washington Chapter, u modified and adopted by the City of Remo.. All anginal M'SDOTJAPWA)text is reproduced in it s entirety for clans)and :ontext. All ongmal feat being deleted is shown with a line through the charac s. ed All replacement felt or text hang added is shown to bold fact tape. All "' ions, other additions or deletions ere further shown with a change bar in the outside margin of the page. Standard Plans Tire Smadard Plum arc selected pages of'Thr Standard Flo u for Road and Bridge COwImcrlon'u published by the Washington Sum Department of Transportation and the Washington Sum Chapter of the Amens Public Works Association, adopted by the City of Renton, and band together with dm6e standard plans created by the City of Renton. An app_ndix contains we ongmal WSDOTiAPWA index showing the disposition (Adopted, Replaced, or Deleted)of all Original pages. i_ Supplemental Specifications The Coy of Renton S.pplemrnrnl SperIficarionr is a wmpilatiao of the revisions made to the ongmal WSDOTiAPK'A dxume.t and is produced to be used together wrath the anginal document. S Those documents listed above shall govem all work, except as Were standards may be modified or superseded to ■ project spertfic plans,special Provisions cr other documents officially approved by the City of Renton. All work within the public right of way performed by other agencies or private parties working under permit authonly y s of the City of Renton shall follow these standards with the exception of those requirements which pertain m payment and finaoci.g. Copse'of the Renton Standards are on file at the Customer Service desk of the Planning'BuildigtRtbhc Works Department, Municipal Building, Renton, Washington 98055, w-hem they may be examined and copied by any m4msted Parry SP 4 s. e 1 i 1 1 1 Division I General Requirements Division 2 Earthwork Division 3 Production From Quarry and Pit Si,es and Slockpi ng Division 6 Bases , Division 5 Surface Treatments and Pavements Division 6 Structures Division 7 Drainage Structures, Storm Sewers,Sanitary Sewers. +at" Mains,and Conduits Division 8 Miscellaneous Construction , Division 9 Materials -SP 4. J TABLE OF CONTENTS SITOPLEMENTAL SPECIFICATIONS .................................................................... 1-01 Definition " TIrin............................................................. 1-01 D011.1t ......................... . I 1.02 Bid Prm~" R,,d Cohditlahst..................................................... of lidd......................... . .......... 02.2 PIR"'ir Sid D.t...................... L2.6 i,, ,a riitiar, of Pron.t.............................. ..........Z 1-c2.9 DtU,,sry of Priiorsal............................................3 3 1 02.15 01. A.rd Infomnm............. I...........................3 1.03 An,,d ,ol ElfXutlm.1 co,,tIt...................................................3 1.03.1 C~s'.tliir'.1 ib............................I..............3 -03.2 Atia'd of rahtrac ............................................3 I-G scaft of th,W'k........ .......... ...... ............. ......................4 1-04.2 toordihstim of Comtrat Plant. SIMiSt PrOVISIChill Addirroli.................................. .................4 fl.t CL.�... ..............................................4 1.05 C-trot of Wrk.........................................................I.........4 1 05.3 pl.. firi,$Work" Dn.ring.......................................6 I-0s.9 VICW Co,,traCtirig A�yil Right to correctovecti" arho"uthorized Work ............ ...................... ...........................................6 '05.10 ................................ 6 Ds.li Firol ...............................................7- "* I-0s.12 Firial ACCepts,ic,...............................................7 1.05.16 "t., Rric poirel....................................I.......... 1.05.17 0-ok Ag,,~,,............................... ................ .� vt.'J.L............................................................... A-,wisix. of Muria..........................................I 1-07 legal ftelotlins ..t tnicxrmssbiHtIgg to tPhe ViA,11c................................8 07.7 R.O. 0.1t.... ............................. 1--07.9 W.O.,-... .... ............................ 1-07.13 Cwtrmictorls fll. ibitit, For ltdrk...................... 9 1-07.15 limphi'll,W&t*l P.140oh/Frcww,m Cor,11c1..............I.......9 0 P" i,oh "7.16 tec Ant.,stim of lronrty.........................10 1 7. , ',I I in 0',cl si.1t., F.W in...............................If 1.07.18 P1 tk Lillbitity . Property Dow" Imuraricil.................11 1.07.20 fttimititc!Device, W.H.L., ant P rot es.......................14 1-07.22 uae of Evtomi"s..............................................14 1-07,23 Traffic Cwtok................................................14 1.07.Z4 Right, of Y...................................................19 I-IRS Pr..ti.arrol P,"r............ ..............................................20 I-W.i SJDcorhIrwiN..................................................20 I.M.4 11...f.0. of uork.............................................21 1-08.S Ti. for Comip t.11..........................................I...?I 1-08.9 L.cuiclatiral D.M.................................. ...........22 ;,05.11 fitarit "[WIW. ..................................22 W.12 Mtfr,lim to kio,k.................................................23 1.09 M.s nfhrrt arid F.~t..........................................................a 1-09.3 Rove of P..'................................................23 I.M.9 lie rat............................ . ...23 I.M.11 ji.ghut. and CIO Rd............ .................. ...........26 1 09.13 A,bitr.tiom....................................................26 Viirisior,2 to,th.rk.................................... ........................................27 2.01 cl"rim. Brig loodmid, 'Innip...................... ..................27 2-01,2 D'sniii of txWte ftt.,j,t ,R DWI,................ .........27 2 a A. t of Rimis CkFt.ti........................... ................Ze 2-73 Ct'ucli.kfop�iirwnimt........................ ...............2e 2-02.S P.,enrt.........................................................2e 03 loRdlifil Eeuv.tim mird Eimberikimimt................................................ZB 2-D3.4 M.surart.................................I...................26 2 03.5 P.inhhl.........................................................29 2-04 R l.............................................................................29 p.inmit.........................................................29 SP 411- 4 10 TABLE OF CONTENTS SUppLyj4EN y AL SPECIFICATIONS 30 30 .......................................30 ...... ...50 2-M.5 P.~1............................I...........................71 31 3 vl�tl. F'.�,r,avoi Pit sit" andst.kpikim................................. DiA.A.4 IsPait .... .......................I.................................................— A Divi.ion 5 Sorfac. 71.tanaot, "p"t, ..................................................... ................................................. A 5-04.3 can atIMODn 1a 11~16......................................32 ....................34 36 6-11 l.kell............................................... ......... 36 .......................36 2 .......................36 6-;;.3 canar 1. 14MMMIt .......................................... 6 11.3.1 A.,60.0iti ................................4................37 6-11.3.2 Drain PIM..................................I....................37 6-11.3.3 toj.tim of malarial............................................37 ....................37 6-11.5 P.raant........... ...........0....................................37 Division 7 Droinmi,* fvucturw, lil n Saar-. W't-rY fr - Wta'r ""' and ib 39 r-ol Drain............................ ............................................. m 7.01.2 M.wi.ts ...................35 7-01-3 Cmnr !im lin,i ramunit, .....................36 r.t....................................................36 ............................................. 39 7-02.2 ......................................................3� 7.02.3 cons"iXt'.f.Wir.wnb......................................39 7.023 P.~t.............................................I..........39 7.03 ftrvct wal pt.t.pi", pipe Arcl%, AlCh, anal UndlarPdHaN.... ..............4...... 40 0 7.03.2 mwi.tl............0........ ....... . ................. 7.03.5 P. t....:........ ......:::... .... ...... 41 7-04 st.n .1......... ........... ......... ......... 41 7 D4.3 constnuction ltpiraaan,tl................................ 41 ......~t... ................... .......................42 7.%.S P.�nt.........4...................... 7-05 mana,Les, inlet.. anil Catch llaaint..................................... ........ 42 7-M.3 C.1 11M 1.9u11—ta 42 7.05 4 k....r~%.................................................... T.M.5 p4nia0rit........................................................ 45 7.10 Tre," E.,, llaW'M, aral 6wkfitl far Wt.r Mahan.............................. T-IV.3 cons truth.D.taits.................*................... .....45 ................4S 7.10.5 ............................................45 7-11 '1, inat.ti.tion la,wt.r Win............................................... 7.11.3 canat,uction D...ik............................................" 7.12 `.'.Iva.`.'.Iva. f. wta'r "i........................................................................................... so 7-12.2 ................. so St 7-14 itabront............................0................................ ........... 1.14.3 c.trwti.0.1411,.......................................... 51 7.14.5 pinnaant........................................................51 7.15 sa,fc. Cti...................................0.......................... 52 7.15.3 C.Iiactlm Walk#... ......................................52 52 7.17A 0....iptim....................................................52 7-17.2 52 7-11.3 conall.11.a.p urr.arrc.......................................53 7 17.4 ....uIt ...................................................54 7-17.5 -.want ........................................................54 spb. AILJP TABLE OF CONTENTS 19 SUrPPLE.k;:7NTAL SPECIFICATIONS vivisla,a miscot t,rass" ct,.,ti., .......................................................... 8-03 irriostior, ifirstsa................................................................S5 6-03.3 Ccravtlytlah ...................... ................SS 8.03.4 ft..,assant........................................ - .........55 11-09 R.i.w P.t ""k.re..........................................................55 A-09.5 PO~t.........................................................55 8-20 lit.i.tim, Traffic 31"1 pate, Prof ElPfAri"t.............................55 8-20., mat.ri.t..............................................................5555 8 20,3 E.tructi.stas,,i'ammant............. ................... 8-20.1 .................. ....................I....... ... .63 3-n.5 Payesmart .......................................... ............... .......................64 8.21 Pa'sar"Ps"t sill"ime.............................................................. .8 A-21.3 C.tr liw floot, -smart,......................I..... ..........65 8-u prvaYart, Parkim............................. ........ ..............as a 22.1 owscr,tion.....................................................65....**'*'*" A22.3 c.t,ucti.tocRAiramohn....... ....................... ......" 8-22.4 "...'samems,�...........................I........................47 S-22.s vote.nL.....................................I...... ...........67 Di,ouh 9 mta,.rl.IA......................................... .. ................................67 9.02 ut.i.utcri.t....................................... .................. -.67 9 02.1 A.chiott Y.l er ul, G.r.k...................... ................67 9-02.2 saamot'N Phsl A.cn,anc..................... ...................." 9 U A"'eat Pat...............................I....................................... 9 03.8 A,f,'"at.. f, A.,shatt C.rat..................................66 9-" ivint mrsi crwk seat in,fttf,riaiz................................................69 9-04.1 9 04.10 crack u.kino Itubbe,irecl Asph.tt..................69 9 05 D,iiihso,or Str twaa, wlv rta, and Cm Wits......................................69 9 M.4 Gtsel CwtvOrT Pip " Pip Arch................................69 9-0519 Steel S,jr.j Rib st.r.Teas, Pip...............................69 9.05.14 AN$ Composite s.r Pip.......................................70 9-05.17 Al,aminhas Spiral Rib Store Serer pjW...........................70 9-06 st,tl.k $last a"!K.katw Pat................................................71 9-06.5 WT..................... ......................................71 9-M Ylop, ansJ Lump,.................................. ......... ............. 7 9 W.2 G'. qwiressh,ts.....................I........................77 9-23 cartcrete Curin,mteri.is "AcisixtiArass.........................................72 oml 9 23.9 F I, Ash...... .............................................. 1.72 ti"k, Ekoctri"t................................................72 1-29.1 Cm it...*;. . .....*:.....-*........*'*'***'**....***......,72 ,29.2 JvL 'u' I. ......... I........................................72 9.29.3 Caste.... ..........................................73 9.29.9 WL,l, Tr. f.roars............. ............. ......... 74 9-29.10 L.Lraj................................................... 74 9.20.13 Traffic Signot Ct,.Lit,......................................75 9.29.Is vshilukat Si"1 111,61111,-.......... .................I..........so 9 N.17 sisrat K.w mhxntirs,ormiata " Fittirs, .........L ..........&S 9-29.i0 vatfcL. D.tKt.r......... ........................ ............53 9-29.20 lahlaPtrim .............................. ..........03 9 2q.24 sa,i'. cati,.t........................... ......I.......... .................. o.n.25 AM1,11., T,ortaf.ramer, "Tormair,t Cabi.t.... ... ..........55 Q.x wt.,91*1114Ncs,letwisis.......................................... .......... 9.30.1 Pip ...........................................I..... ..... .05 9-W3 Y.t`hPS......................................... 9.30.5 it"'aht,.................................................... Sp.,- 11I � e e x ' f r- 1 0 f 1.01 Ddmitiom and rams .— ----- _ 142_ Did Procedures .it"siditwas N'Lve sb, tam 'or MuJ• is uted baud, it,, .omaci,ag A,.y, or ,be Cotiw.a en iag Agency co .•tin.of We co,isimm,shall W We.1,judge of 0" Division 1 qu.1s mood,WuLilo,of W,propusd.abetitbtun. Gener:d Requirer-�nts plan, Tl,r coma. pWu .ad'o, sssdus: plan. which tncv Motion,dracaena,and dumuwns of pma abed work mcbdmg 1.02 Defini sorts and Tema syouta,profdo,crier-rcuons,and other de.ils 1.01.3 De.etil:esu Special Pro•isi.. od 9ouom to Nr Am of god eandaN aPociG,&uarss seL .a •AC of God- menu an arwyuake, flood, elcloae, or tq,eedease, sod supplemental specification,visi apply w ... bona uud,..k:pbenomeno.of utu c, A rain,wmoswrm, mdirdual projaa Tue tpeei.l provisions may di rlbc w k hiy,b w.ter or atha uwr.l pbenomnoo of unusual lal—sty We.peaseatiow do not cover. Such wrk sLU comp)• Fvzt for We spy k.1d,of the work,which might rm,oubly with We specsal pmv6ww sod Wm wkh any aped.:ion, j have been notiripasd from hstWrical rect rds of We general Wert.ppl7. The Co.&.=, shall include.0 costs of dadg ku@y of the work,,h.0 or Sr couswed u.r+a of god. this work within Wi on bid prices. If the apneLl prosisi..s Contract Documenh ,.quire w:k tLt bas .o bait bid price, cosh sh.0 be mddcoul sod included within the ..it bk prices la the Tbc compo.ent parts of We w Tract wbicb an,wcludr, conh.cL bu, are one borid w, We Fropcs.l Form, the Cnninct Form, bonds, insurance information form, !..ranee State es tSicatn, •.mous libel cetifutiou ..it aT.da•i, We The Hale of Wash;rgton stung througl: as rtprt,u,us:.a Contract Pro•soas,We Contract Plans,N'orklag Drn.usgt, ILe State ,baU ai n refs to 'A, City of Reason and its �9 We SunSad Spx7rtacium,Me Standard Puns, Addendum, sutbarizd repmmentatism wbar applicable and Chacge Orden. 6i Department.Department of Tr..puregW. 1-02 9'd P^rcMu[5 Ynd Conditions I The State Agcncy .uUorucd by B. to ad,irustc, I u. ,—rtnior rclit" w x Tiber, .ppLasbie as sbaU auo 1-0:.1 P"Qua:ihc:a ioa of Ilidde i is I refer In the "..y oe D.enwo Department if PlaotimgBuUdiry 'ubf W.,U. :A n,1Ok Major Cootrsct(Bid)Item @u,asw A bid item,unless specif,ally excluded in the Contract erwMee J+r a,,w asg�.perw.-sex-6eeido-..besAw-e; U.e Pro•"as,for wbleb le uni bid`.teen price ectensioo is 10e. 1 gsa6APO or more of the Awarded Cootraa Price(excluding rejU trier rode. co0eated in amrdanct wild acre tan .It 170) as aei6.roc;µWroeadin men drtamiod by We original isumated yuac'itia sod ,it bid 6F.h+q„awsw..,.ere-dte-f..ni.ete,p+.g«e. item prices. WyT++^f"a^nwu<f vri-tfae,sMe,rshe . - huww , , . w.�6iddee-ywgwb Any substance specifd for use in the enastruetion of the T .y.....I." project sod is appurVn..m which c two cow sod forty a ,yy ,r ..,w p.m of We f_^ .bed s"murt or s'provement and is capable I G. is gw,r,t, of being so used end 6'urasbed%.that Fu rpote � � , Maralalm.v 1^'�`ai'fwrL'^e'!w"s"t'°^v�"PSJe^°"sN�'aexe^w'ire-u-A"e- A person or ogaasatk,a who furndbe .r.w material, k OFIt t supply rommodity, egni,t-scot, or ..nu6cturd or Fir }w°y"i' fabricated product sod doe not perform labor at We Projal Site:.suppGa. Notice to Prnc, d p -q 6A A^'+'vu-a^'^^M'F -be written notice Iron, the k.00tractiug Agency or } 'qee-eases+ w �j Engineer to the Contractor sutborhing aid directing the iGe o a c''1,as'f"*""eL'a"s'^" k A,•,j Coo Vaewr to proceed wib the (fork sod estabUhwg the ^ date u.wb'tch the Cootr.ct 7 ime bgins. > P.asw'1 ..^^s^'s„i.•^+C,+u.asveg-Agr„^„M'^N Or Equal Page-lip f Rensfon Date: December 15, 1991 t v R Ana - ...-.. e i 3 1-02 Bid P,cecdur v and Cnbdttlobs 142 Bid Procedure aad Conditions w: , 44 a w a. a..fprr....,.. MNawitr�lrwariafwey yr..gPRy�r,,,,,i w data utiwrard ;teems-syWrwgsow, PrePa, hidF - ire-(w.irkrwTl+wf AMGeise'etwpwn;4ewiwr�wFrW�PfiNibewlhY w�wYra.fw-Piwa.-6M�4-btTyvW.eHlr-blw brtWwIHlT d I,eL p nSirnbe. _ gawaq ilia ap' ..Ity iw.-sr•"r°w.pr«°.wirw. +.Gwre.Me-wsrwty. ...y.,W.....n. tee-... ♦. .4�wwMr�@..wr. irrw..r- 1�-.�6rti+�I+r^�.1 �t+e+-�lroinrir �weawe' trrewsiarra MY6.piaw or Go -1 di weal a.k.if-M R.a...Fet.n.asi=.-,Ra aF..wuws.,,,>•.w.. .ww rrw-.... c.�.....s.r« wr..rxr.rr..o�MJ.c.cM.n..P.wr,,.{ .e.w..w. w�kst Information u w wbert Bid Documenu can be obtained or rerirod will be found W We Call for Bid, for the Work K+arlreF +.bjsr-Ie placed is the Contracting A;Zy"official oew;paprr. Bidden shad be qutlifred by exn rune. financing, 1-02.5(1) Addid,es,Alternates,Deductive cquipoeut,.'d orgabiratioo to m the work called fc, in the CODWICt Doeumeou. The Cootract:og Age., reeve the 71, Engineer reaerve the right to amnge We Bid right W take wb&Wwu ar,i,d it deers awmsary m ascertain £orov with ABtrbates,Addid,e,or Deducti,e,i'such he to the ability of the Bidder to perfurm the work uWfwW U,. the ad TautAge of the Cc rtracting Agency. The Bidder sba8 This action mq iu ude a prequo W ration t.,ocedure prior m bid oo a8 Addai•m,Dno.W,er,or AltuoNe an forth to the the Bidder being furbished a but uo any contract or a PmPosnl Fonu unku osherwist specified in the Special prewald mnq of the Biddo , quallfrnfuor prier m Pra,hrom. award. 142.6 Preparation of Proposal 1-02.2 W&ww4SPeftAew4mmBid Docurnmu The Conlnuing Agency will accept only iAose proposals pmis'ly amuud on forgo u provide Vnlat n tpprovea u, wntng, 'he Conoswng I,gency wqj no, s:cege pmpoa.b en bane tnache to du puny tnJ rumpeJ"Information.." i. „k All pncu ah.B be rn Igiblc 6gvra;na wordrl wnocn u, s-btatt�,.wwd vik n'typed.The pr,poui antll u,<IuJc Pnge-5- Rev�swo Dam;Ock. !991 a 143 Award aad E...600 or COa,fad Awa d and Execution of fmvscl I. A aril Isms fo•uch rum ramming d1giu N more an 6 Suab add'uiu r nal dufont Goo u yd�.L. th tour file.so di,ngh,o!Ne da i.!pova), each unk which will perm. N. Engineer pries sball be ha wriwa so words:s•bere a woflit Bidder's general ability to perform Or W'oh, uuu zee written yard;shall Ismail, 2 A cs,u.ion for uch unit prize,ad 3 Tbt soul roman friar Ilse.um of.0 czvns,om). 1-03 Award and Execution of In din.pc=pmvded on die."mature then,the bdd a than ednrsnn I.,.U."ands her Feu,.'' ad. Contract 7Te biddies auU Nbml, a mmpksad "DO.dr.nugM, Mirsonty or W'omen's Busmus Emeyinse Corti Cratiun" s k applies. 143.1 Corsiduation of Bids Any Cum door{ buJns. under m s.wmed nun, .dial Conm sin ,ubm., . unified ,opy of. "C<n,fiule of Assu med Name" jtdr g add chat them !o_d' g corrampuub lado' of ettr. the conaisirm, of die (sides,de Cobmo,og Agency.Uu ar Ady b .copy on fde) gin Y prd"idii of mrpontion..haU be .% of by he officer or nn,u per uni zed Ne marl pn x.1f.dsscrtpury cams 1bvi.a oKcen hsvinr .udidruy m sign diem_ If . bddar i. . Ne Axe per arms sod Nr e.,erded.mouu of any bid item,Us, wp.rmenhip. she dial be .igre by an suhiint" V. per and will anwl 7 , tout of ectennont, oorrenrd member of die coparmcnhip W do Ne bidder u.1001 venture. wbem nueaury.sad including nab lax.w here appliabl I as, proposal .haU be signed by one or mom Ndivdwls u ... 4 b, , C.Mramn lfd ry for.w.rd porposm and e u N< audioruW by N,Ioml VcoWR Te right a r 'he. c F by Nc Cw,numg Agrnry m wove mfomnbtlu LL the bidding. you a pmpoul of the 1ow.t 6(1)Proprietary Worma60n rea,disivele bidder, eject any or aU bidsrepubbrh the caU for Vadon should,so die bid pmposat.idenuir)ekarh any Ads revue or."I she wart,or requur Ne+zed:.,be done m m.teelal(s) wt Kb constitute Nvalu.bk) formula, designs, "div w.y if tha best Nu,eal of Use Contnoung Agency is drawin:s sod research d.u"ad u to be eeempt irons public mrved pi.cksure. RCW 42.17310, or any ra-WI-E others,ve All bids wW be based oo uul sum of aU vhedude of curved W be tempt,.bag s.i b a Sukmeot of Ne basis for pries. No partial bids will be accepted unbs so Suted u sued claim of eaempdoo. The Dep irtmat(or Suite)will gbt the eaU for bid,or special provisksm Ibe Cky reserves the notice m Ne •ador of toy request for dimbaurr of .orb right bowcver to award all or any •obeduk of a bid to the urormso.. raev,d within 5 (fried years I do' @e date or bwest bdder.1 ka discreno. submuaiov. Fa2ure m so label sueb materia8 or failu - m .. timely respond after notice of request for pub& disclosure 1-0t 1(1) Claim or Error bar been •n sh.0 Oe deemed . a.iva be the s.b.ittiuR A bidder who wishes m clam arror area Nr B�'u brit v<nJor �. 7 claim that s.cb maurub zee, in taa, w mempt been opened and uhulated shin aubmk a oburisnd effdaril signed by Ne Biddo, .r—mpmied by original work :bees 1-02.9 Delius)of Proposal used W th.prep•r.W.of the Bd.r'q .U�relief from We responsibilities of Award. 'Me arrid.,4 shall dexribe Or Each proposal ah.0 be armed and tuSn^co in efts so sp,,irr. .rods) sod ratify that the work .bees, are the I I nude fc-pta.i�.FwsM+,.The bidder.darn wY w 11 bluJw«+ original,used in We preponlior of the Bid. properly i ddresa Nu mvelnp,m auu r proper banding and 'Me arfda^k sod the work sheaf Shan W submiMd to delivery the Evgioea before 5:00 p.m.oo the vw bsuious day after 77e Contracting Agency will not eomder pmposau a Bid oi'aiug or Ne claw will not be aasidae:.The 1 �. receives after the use, a at tithes than 6e place, band for will raksv the es,,tX.d work sheer,W(!Mmice Ne ahtl,:y opcnln{bids o Me uU for bids of the claimed c ,, and make —eardadalon W Ne Concnetug Agency. If be Conaacing Agens; ennui in 1.02.15 Pro-*..-d Wo oration the cuim o,a,ae the Bidder will be rtli"ol of ray.:zsibihry, .ad be Bid Depmk of for Bidder will be returned. Before.carding any musics,Ufa Contacting Agency may 7LereahZr, at die disudioo of the Coovsa.ng Agency, all � rtgii"any or mom of Uses. W.or aou.m.of the Felder. Bids sway be rCexud 07 .wa1 ' made m the .an lowest 1 A mmpler m,emefit of Ne ong,.:, mmposi:nm. sod reaWaslble,Bidden m.nuh,sun of any or ad nwcrvh W sr-sail. 2. Samples adrat vurrub far quabry and Cara.,uu, 1-0J 2 Asysrd or COMMA .. A prorrvn.-.hWck fen.form the Cuntnuing Aganar requires) .howm{ die oyee,of and uric rrquved for N..U"contna.wN or bid relewn"will occur wNm the v.nom phaea of Ne work. .5 ukodar day. .der lid opening If the bwut rapundlic .. A b,ukoown of msu auignad In enr bid irm,err bidder and the Conte,trig -..-_.. -Cm.slu dudline may be 5. Aaendarar as a mmcR.nu wW the Engmat or caundad If they ..not agree o an catrnuon by a 45 Rfrucnu::vu cf the Enginur akMar day dudW..dies Contnctarg Agrne; team. n{l, Page-SP-3 Revuioa D.m: October IS, 1991 —J n. 144 Snipe of the Work -- _ 141 Snipe of We Work a vw.0 or""'Am to the even kwta rapoylbk biddy Th. pan or pub of the enema.The work mpuud u one pan mum t'a,rnc.u,g Agency wW xufy the suarasfud bidder of U. be fumishea ev¢I if not mmtiomd ir,oNrr pin of Ne moron.-road nwrd unwiring. The mobaci, bond form, sad all If any pan of the mntraa requires work thu doa rm other forme mqu; ;.e o¢u:io., bgMher with a Ust of All include a description for now the work u b be N per(amrd, c ah er forms or Inarutuired On he submiaed by the work -Whe porformd Anaeon da. woh stm,, d rode Esxrmful bidder,wv,be forwarded b:be summful bidder Pnmiee/.). For purpow of the -inns, a randard rode within Ip dps of the award. The.umber of mri. b be Pnerice a one Mc mg such mguuruy of obw,,no,in the vada a¢uted by the Co.tracbe sh,U h. dmermiad be the u OnOui4 Anup¢Gation dust k -W be obwrvd by tM Cnutracliog Agency. Conu actor in doing Ibe work. In ease of any ambigun♦ or dupuu over inmrpr¢ing the 1-03.3(!) Ceneai 'onset, Nr Fngm c'a do a"" w>tl be fund u provided in rb-Coova_uiug Agency u pmhibimd by RCN'39 g6.010 Sedi°n 1-05A from a¢uting a matset won a Conuaobr who b noa rrtuvied or IkMaM u required by the laws of the sate. In 1-04.5(1) Potential Claims addition, the Comractiag rgency require pony doing Failure on the part of the Public Worlu Direebr or b'o III bul.m wab the' wading Agency W pours a mud City nprtsmuG,v b discover and condemn or rej¢t improper, of Renba busiam L.rnu prior b award. defertirt or interior work or mawiah,shW not When the Bid Form pm.lde spxe for a busioaae u as arceplawi!of any txb work or materuk or err pan license numbtr,a N'uLiogba Stan Conuacbn rquuatio. of the unpmveme.l in wbirh the same.7 have bee. used, numb.,a both the Bidder shW unmet sucb iarormatno y To prevent dispute and kidguioo,it u further Agred by the th•sPues pmvicd.The Coau.O,A.,ncy require kcible ....soft herein, that tut public works dframor or hi,coda M me COnhnanr'a Reguvubo and busiom lie.w pr¢mtative sbaU dmermio<tLr quantity and quality at the M >ubmutol b the Engineer u pen of the Co,iti..og several kf.dt of work embraed in, three im Agtxyl pot-award i.formaliu.and evaluation a<Gritie, pmrevr a rk shall decid<aB quntioy re0tive r,see a¢urioo of We work and the inwprmatio.of tut plan and sp¢ificau,.. 1-04 SCODe of the Rork 1-04.5(3) Applimble Law and Venue The venue of any suit shall be in King Couory, Wahingba, noe if the couvacbr is a v..-resident of Ibe 1-04.2 Ca.!dnmh..of Contract Documuts,Pant, State of W'uhi.gb.,Ue stall dmgoau an,qe.t,up..whom Special ProriSianc Speafic.tions,and Addm da Prtnm may be send,before mmmmciag work under thu The c .plan comas caw ludo Weu co.vacL pin: Ne coots- .. Ponca,bidacr'a coand 'P P&-b- In,corm,moron . -main 1-0d.11 Final CImnup pro•uans, nandard spmihutiom, twdard p1uv, addmde, •awus . ,uhcauoy and ofidaviu, auppienieuW agnoon,". The Contractor sMU perform foal clump a pmuidd m cMngc order,ad subaur6a bean; bgs(if eny). These pans Ihu wcuon b the Engmner'a uutfwuon. The Engineer will not compl<mcnt esch other m deucribmg a mmpkte work. My aubLsh the dart of compieuon unW ba is done The highway requuemem in one part bulda u Lf nand in W pm, The right of way, nlaurial Ones, and W gmud Ne Contra., Cnntn.,'or ahaU pn,vide any work or malemll clarly unpli.d m omupid in do Ne work s:aU or ic0 nru Ana pnacmabl•.n., Ne mntna nvm if the-.Ml does rot mention 0 sp Lfiio ljy. C.r,Iramr shau. My urmuureney in the pare of the mourn, ah.0 be 1. Rerrnvt AU rubbish, surpius manri:h, daradcd moiud bwyi by folg dus.rda of pr-acedm t(e.g.,I presiding —W—b. fabcvork. camp buildings. tempera, eve•2,3,e,5,6,ad 7;2 pnaiding over 3,e,5,6,and 7;ad sL,=.,equipment,ad afro," ee roM): 2. Deposh.ernbanlunOnu, nr remove !ruin the rmjee,. 1. Addenda aB unnecord, ovcnued nick kB fmm grading, 2. Proposal Fonn oufwmg.or paving. 3. Sp".1 Po•',.ioy 3 All Mirage maurul u noted o.the-lay Gal taken e Canuam PWu from any of the discarded hlilitiei 1bW, cat .Ae I y_ engineer-, A^e"a"'a"1a"�-yw'_"y,idarl--fwiFtuiosr di¢rnioo, be carefully ufngari and ddiverd b be CYy SuppkmmW Speciricxioy. shop. Any cost ,ucund in salvaging a,. deb,ing such h. 6Mn01ar64yr+sfirwra Standard Play i:ew lb-0 be mmiderd incidental u Ibe pmj¢t and an 7 s ads dq a w g%pdrrd Spwirsratioy comFeuatioc will be made. On IAe co•traa PWa, wrking dn•ingt, and sbnuM Puy, figuead duneoaioa sh.B lake pr¢.dunet out, sold The C.mraaor mau ram -move wm(ng, mguuto,. or di nenaua. 9--de.gos unlm the Engmar appm.es. Thu order of praadmon tlaU not apply whin wrk is requirtd by one pan.1 the moron but omird h m enmha Page-SPI R",n.o.Dak:October 15, 1"1 I I � tar f 1-05 Control of Work 1 ' 14; Control of N'brk --_ Covvaetor will be charged for the cefU of reptaciag wake, rmrken sod mooumentalioe that were nos W be disturbed but were destroyed or damaged by the Contractor's 1-05 Control of Work e,,Iasi,m.This char gc wilt by deducted from mo.,e due or to became due to We Contractor. My c]im by th,. (retractor for n rs :ompem.trn.by 1-05.3 Narts and N'orkiog Drawings reaso.of aheri tioos or rinamwctloa work sUnnil,due to I The wntna plans rt dcfmnd in Section I-01.3 My error m the Eagavym. line vad grade, will on' be allowed .1 unless e ing'mai control points is by the Engmere still p-.pond alterations I. the Conu.ttor effecting the requirements not, or or,ins dLer satufa,wry s.1wtavtutmg r,tdeme to said mformstmn in the oa'tact pW.s sill he U,woung and will prose the erne is(urnuhed the Evgmea.'f]rn comes utirt require approval of the Enginer. ts Wd ov I.,or grade shall be the inium points used To detail.rail illustrate the work.the Eng•rtcer may famish pain m mto dettrsinr sor variation rrom a straight lour or grade. My to the Cumrabtor sddni...I plan. sod espunwons comutent curb variation th.U, alibis destoytry, be repotted to the �k wid, We original p1sna The Contncmr abed perform the wo:. Luginter. lea We abs.,of such report the Caovacmr shall .boarding'.these sddo otal plans..it tIpWwli.r. be liable for a.,error In alignment or grade. Thc CooLmner shall submit rupnlamcnuil working drawings The Covuactor iball pmvide all surveys required otLer as required for the pedormsnu or the work The drawings shall W ab those to he performed br the Fngb,ml. a'1 be on sheru measuring 1t-1r3a 22 by 34 inches or on sheen The Cuov.ctor's sn s,,io shall her . Icemrd surveyor s J with dune"o,as m multiples oft V3 by tl inch. Tart dr.w,ngr or debased tngioeer in the lutr of Rashingmo. The 1hsU be pmvidN fv,rough N. +Inca of ter' rend to.Unw Cunv.cu r shall keep updated Sur-ey farad notes in I for the mvmw prows by thr Contnning -nry or other standard Geld beak and is a formal set br the L.V�rmr. agencies This may involve meubm.mis because of revisions ter These field votes shall include all survey wort performed by eft' a)a4ors Unless mherwi,c sued in the comnct.the Engmmr the Canvactur'I sungor in establishing lint grade sod will recluse up to 30 caendar clay, from the date the submitols slopes for the comtruotloo work. Copir., of these Gild mac br resubanual,art eecavN until the)art sent to the Contractor shall be provided I\e Engineer uo..c request and upon ) This lone wig mans•,:f the drawmg,submmW do ram meet Ne «,mpletiov of the Contract work the At d book or books shml contra requirements or canum ins'Mcmat daaJs. be submitted in the E.vgiveer and bnome the property or;he If more than 30 calendar days art required for the Cobtractw-Arrncy. Engmeca review of any mdmdud aubmival c m r resut ,ml.a. If the wary work provided by V.,Contractor does not es.enslon of time will be"ous"ed in.....Uncs win Sauon mesa the standards of the Engineer. Theo the Contractor "I a. s is U, upa the Enweer's wrote. request, remove the The Comracscr shall obtain Use Engineer's woven.pl- •sl mdnidud or individuals doing the survey work sad We of the drawings before proceeding win the w'A Ney represem aunt, work will be completed by the Engineer at the This appmasl shall neither confer upon the Contracting Agency ContracmrS nprwe. Costs for completing thr runny work nor-ehcvr the Ceotr.n, of so.,resp—ibili y fur he.ccuracy requved by the Engioar wil' be deducted from moose due of the drawings or Net Info rsen, 'in the eon:na. The or to hormone due the Contracor. Contactor scull bear all nu and all co.0 of any wort delays AU costs for sane, work rNUVN to be performed by t..ud by nomppmv.l of in.,drawings or plans. the Covuacter su.0 be included in the price bid for the Unit bid price shall cave,aC win of working drawings. ..clom hems whk S comprise the impms'smenr. 1-05.5 lw ntm Sssreeying 1 35.5(2) Roadway and ULility Starves 1-0i 511) C'aral The Esigimm, shall furnish - the Coutracor are List The Esg,.,ever will provide umtrvction stakes u. v4 only all prwcipsl lice, L•-ad., sod measurements the esublishivg lion.slope,sad grades as stipuuuC 1: :sum L go ter deems orvessrn for mmpletiva of the Work.These .� .! 1-05.5t1) and 1-05.512 The Contractor shod Ismmr full Wh.0 geaer.Uy comes,of our innLl on of r espotoibility fa- den Jrd dsem.m, eMatiem, sod 1. Slope rakes for establishing grading. exaavatioe slope measured fuss, thee Engineer furnished 2. Curb grade stakes, staler and marks 3. Cenrellnt fmisb grads stakes(or pavement section Th,Cubit., sb.0 Fv,id,a work,'te whkb bar bents wider fh.n 25 fed.sad prepared to perml comvuctio.staking to p,acted I. a s-'e e. Offs, ps,.Is to ntabdah Une sad grade for t oode.g...ed u"bties se h as w.mr, .,wen, and and orderly msnver.Tat Convector rhlU keep the E.gweer, informN of Waking telaumments ..it prv,ide at lust eg sWrm draws. hours nature w allow the Eogioe,r adNu.te time for setting oh aUty comvustioo projmu with minor grade changes, sakes. the Engineer shall provide allies hubs ov out lode of the dlq $takes, m.rU, s o.be, reference points. iodudwR to cubU b the.Ujvmcot sad grade. Alleys with major R,ad, exod, mooume.utiL4, in by Covvattiap Ageuq font; changes Whall be skip.staked 10 ctabhsb grade Woo offIes shad lot cardudv pre dyed be the Comra.sr. The hubs are vest Page-Sp 5 ReoUeoh Date'.October 15, 1991 J r J J r ( 1-05 Comool of Work 145 Coovui of Work Work crossed asd reptaced,ear bare Work the Contractor 1-05.5(3) Bridge and Strictstre St sews refuses to perform compered by using Contracting Agency m' For all structural woR such u bridges and resatotog other (area. An emagexy dustioa k any situation which, walhs, we Contractor 'ball rrtaa " a pan of fantracbr p thr ially u a e, Engineer.•deluse s L.its remedy could oe arg.nisatna an expaieaced team of soneyors under direct damage to unsafe, or right cause sin ism rick of bus or �f damage b the Public. sup<nlsbe or • Greyed surveyor. The Contracor sG0 Direct w indirect ens" tocurr.d by the Contracting ensure that resumed Grid measurement end bra suns,match Agency attributable to currectwIf and remedying defective or and fulfill the ioleadeJ plan dimensions,The Camnctor sb.0 uoauthoriud Work, or Work the Contractor failed or prat ids all surveys required to romplese the structure,euepc refused is perform,shall be paid by the Contractor,payment Me following ptimary sunry vacant which will lot provided will be, dductd by the EoRtoea from mnoia dine, or to by the Eogbeer. become due, the Contractor. Such dub aad Ind'reat costs 1. Cc.wLiae or offset,to etswlioe of the'tructure shall iodude in particular, but without Gmibums. 1. Stations of abutment aad pier centerlines compensation for additional profs msI service r,r ud, 3. A sin R,cirm Dumber of beocb marks for le•aa to rod costs for repair sod replacement of work of others enable the C istramr to an grad" .1 rrason.bl, destroyed or damaged by earrectioo, removal, or short distance replacement of the Cuntrattor's uo.uthorued work. No d. Mosaraents aad cooval points as shown on the tension of time or ompensatlo. will be albwd because of Dnwiogs. the delay in the pesformsoce of the Work zttribuable to The Contractor shall establish ail second., survey exercise of the Cuatracang Agsocy's r libu prs Idd htrao. oolrols,berth hurisoaW aad vertical,u stems.,so insure proper placement of all project dements bmd on the The rights eaercu under for procy's a of thin pursue shall ram di Cminish the Contracting Agency's ability a pursue prima,control pointy provided by the Engineer. All survey gal ohes a•enl- for atlditivaal remelt o, damages with work shalt be done io seord.me with Section 1-II respect to the ss.ursctor's failure to perform the Work as SUR3'EM4 STANDARDS of the•specifications. required. During the progress of the "'ask, the Canlractor shall 1 ..It available to the Engineer W Geld banks including 1-05.10 Guuantea i sunny information fanning elevations, cents sections and quantities. The Convertor shall be fully responsible for the close cordiastion of field locations aad measurement with appropriate tlmensions of structural members beug fabricated. I-0S.IO(I) General Guaranty and Warranty 1-05.5(4) Contractor Supplied Surveying The Co. actor 'ball 0 -nth to the Engineer a6 When the coottact provides that the Contractor shall guaraater or warranty Na nitbm as a normal trade practice supply the survey work requud for the project the u oonutian with the purchase by she Caber--tof uv a Cootrarbr shs7 rain as a pan of the Contractor subcootractor, or soy equipment, mater.sb, or items Organization an expakacd team of sur•eyon under We incorporated to the Work. direct supa•isbo of a surveyor Ucosd by the Slav of If wuhm Doe yet after the Accepaace Date of for W'mk Is'uhingu s. All survey work shall be done is accordance by the Coulractieg Agency,defective rod unmthoriord Work with a City of Renton SURc'£tTNG STANDARDS. The is dam•erd, the Contractor sh.0 promptly, upon -widen Contractor shall provide all those type of surveying o order by the Contracting Agency, return and in accordance identified a the Special Provisions or mumer.led in the with the Engtoea's iostructbns,either corral such Work,or schd,de of prices. if such Work has been rejected by the Engineer, remove it from the Project Site sod replace it with modelacdve and 1-05.8 Saearat Contracting Agency's Right to Correct authorized Work,all without cost to the Contracting Age,.;. Defedlee and Unauthorized Work If the Contractor doe sot promptly comply with the wr' _•s order to correct defective and unauthorized Work,or if as If the Co_traMr fails to remedy ddecOe ens emergency outs,the Contracting Agency reserves the right unauthorized work wilkis the time specified fa a written b b... dduti.t .ed unauthorized Work corrected or notice from the Engineer,or fails W nerform any pan of the remo.d and replaced pursuant to Swetbo 1-05.9 *Owner's Work required b3 be Contract Drcument, the Eagtota Right to Correct Defective sus Uoausborised Work.' may correct and remedy such work as may be identified in The Cantrarmf agrees the above one year limitation shall the written notice with Contracting Agency fore"or by such am esclude or din.isub the Contracting Agemy's rights other means as tLe eamrstdog Agent,may deem ouasary, under soy Law sr obtab damages and recover costs resulting If the Contractor fails W comply with.writs order to from ddesti•e aad unru:oorised work discovered after one remedy what the Eopmeter determine, to he an emergency sear but prior b the.xplratlon of Cte legal time period se situation, the Engineer may have the defective and forth in RCW 1.16.040 limiting actium upon a contract in unauthorized Work corrected immediately,have the rejected Pogr-SP-6 Rev,s,on Date October 15, 1941 J F1 y, .1 1 .. 1-05 Cenlrol of Work 1-0S Comrol of Nork writlag, or LAW" spreased or Implied arising out or a written allmimL 145.11(2) Final Inspection Date W'ben the Contractor considers the Work complete and i-0S.-J(2l Wamnly of Title ands fur Fn 'lupectt. the Contractor by W,ulen Notice, ' shut request the Engineer to schedule a final inspection.The The Contractor shall wasnml good title to all ..,crisis, Logistic will set . date for F.al Inspection. The Engineer supplies, and equipment purchased for, or incorporated in lad the Contractor will the.make a Final Inspection.cod the the Work. Nothing contained in this paragraph, however, Esgioeer will notify the Cootraclor in writing of all -- short defeat or impair the right of persons furnishing particuwn to which the Fuel Insr'rstln. cereals the Work materials or Labor,to roomier wider any bond gi,en by the incomplete or unacceptable. The Contractor shall Contractor for their proteelioa,or...rigbu under amy law immedutrly sake such torrnctl,e measures as are necessary permitting such persons to book to funds due the Contractor to remedy the baud ddrlmcies. Corrective nark shall be is the bands of toe Coutractlng Agency. punned vigorously,diligently,and without interruption until The pro,isbons of this paragraph shall be imemu d in W comple iim. subcontracts ..it material contracts. sod onto, or its If action to carries deficiencies is oil initiated within 7 prod,iow shall be given to all persons furnishing ..wish days after rooeipt of the W'ritun Notice luting the for the Work cab. to formal mottoes is cowed into for deficiencies, the Engineer may, upon Written Notice to the such materials. Contractor. tale whatever snips art ancestor, to corre-1 those deficiencies. Such steps may include the correcuos of 1-05.11 Firtal Inspection derecu by Cnotractiog Agency forces or by others. Is such cue, be direct nod t000 dut eosin incurred by the Contracting L1° Agency sbart be deducted from monies dur or becoming due �'� the Contractor. Such iodvmt or dvaet msu shalt include is so� particu Lar, but w.thow limitation W, compensation for iaee additional pro—waal services required in cost or repair and replacement of the work of others wbkh is destroyed or damaged by correction, removal, or rapurement of the 1-05.1i(I) Substantial Completion Dale Comtr.cwr's defrieat work. When the Contractor considers the nitre Work ready The Contractor .ill am be .)bowed a° exuasioa of for its intended ust,the Contractor sb&U motif,the Engineer Contract Tame because of a delay in the performance of the in writing that the entire Work a eulistantiaby complete Nark cributable to the exercise of the Contracting Agency's 'except for such hems as are sWicatl, listed by the right.hereunde, antrattor as incomplete) sod rquc toe Engineer to Up.. corcertioo of all deficiencies, the Engineer will establish a Substantial Completion Date. The Engineer will motif,the Co.r.ttor nod the Contracting Agency,is writing, schedule an inspection of the Work with the Coatractor to tribe date upon which the Work was considered complete. determine the status or eompkcioa. If, after this inspection, the Engineer mocurs with the 1-05.11(3; Operational Testing Contractor that the Work is substantially compute and rod, It is the intent of the Cuauactiag Agency to have at foci for its intended we. the Eagiaeer, by written notice sic the acceptance a compute sad operable system.Therefore when Contractor,will set the Subsunual Completion Dole.If,after the Work involves the installation of machinery or other this inspection the Emptiest dogs .col consider the Wort machaoiul equipment; street lighting, electrical distribution nbsumup, ample, .,it read, for as intended use, the or signal systems buildings,or other similar work it may ber Engtocor wrtl, by wTia• mrke, on notify the Contractor desirable for the Eogisua to bare the Coc"etal oper.te sod giving the reasons therefor. test the W'o,k for. period of time aft. final inspection but Upon m ips of wrinm entice concurring in or denying prior to acc,puwe.W benerer items of work ...listed to the substantial completion whichever is applicable, the Contract Provisions fOr operational testing they sb.0 be fully Contractor shall pursue vigorously, diligently and without seated under operating ,.conditions for she time period un,uthorited interruption, sbe Wok necessary to reach specified to ensure their acceptability prior to foal SuSsuetial or Actual ComplRoo. The Engineer will am amepunce. During and follmwigr the test peril, the ... wheel„I,ftoet impootioo total the ms4e Work,ioctudiaR final Cosu.elar shall correct any items of workmanship, cleanup and such extra Work as may hove been ordered by mawish,or equipment wbch prove,fault,,or that are ow the Euglaee,, has been completed by the Contractor. The is rust class operating cotditiao. Equipment, e1c1,k l Contractor shall provide the Engineer with.re,i,ed schedule controls,mus ters,or other de,ces and equipment to be tst d isdiuting wlen the work necessary to reach Subsuotial during Lis period,.hag he tested under the observation of C..pleeio. or Actual Comple ., whch,,er is appbisbu. the Engineer, n that the Engineer may determine their will be fmisbed. suitabuly for Its purpose for wbcb they were installed. -- The cases far power,Ras. Labor,maw,Lal,supplies, and e,trytwog the needed to successfully complete operational Fate 5P•7 Rmmos Dow October 15, 199; i " _J 146 feawl o<6lntvial 1-07 Lgsl Rdatiou wed R.w ibUitia W the Public testing,shall be Toduded in the.,:eras mouar,prim rdaud to the system being laud. unless +Pmz"Utr set (onh ,rmr.:+t in rat I+id F.M. 1-06 Control of Material OpaaJowl and test pa+od+, whr, rurd by We Enginm., sb.0 ant -frees a maaufaaurt. s Iuarantin or warnvtla furvubed undo Or arms of the V.auart I-06.2 Acceptance of Materiels 1-05.12 Fwml Acmptarre ta. ol.,,,,rn.e+.Meyu 1-06.2(2) Statistical Etauatioo of Materials for Acaptarce wasww UNLESS STATED OTNERWISf IN TIIE 4PECIAL rxiar-YrGr+wrtirC�a PRO175IONS STATISTICAL EVALUA-nON WILL NOT a RE USED SY THE CITY OF RENTON. wa�IW-aara^r� aaurate6y _. 4"g -ir 1-07 Legal Relations and Responsibilities to the Public .�-sh►c<..,.a�as 1-07.7 Load Lirnits w(wyeawrY-atasua.:.F«-0t��'"Y � A asbA C rtr+essatOf 1-07.7(t) Gautal A jti eer 154 of OO'ed by !err the Work Agene eel 67 We Evgiaea and upPto•�by the Convactiag Ageo<y shall Whitt raving equipment or msun.0 on my pub& tomtituu Fecal Amepuat of the Work. Fmsl Areepunee highway,uc COatrsaor shsU W'Piy with all ww tat conwt +hall rM mnstituu aatpuvc< of any uoauuorirod or mr5c cr Unut loads.The mamot neidwr escmPts the Conua ur defa work ork or material. :rob such Is" not kcemta averb•ds. At the Engmai a "quo,. dw Contacmr sMU provide sny facts needed m 1-05.16 Walt and Power campaw the equipment,weight on the msdvny. When the COnwletur moves equipment or materials w,dtin The Coatracmr s6aU make vaasary arrange.. .u,and uc pmjW boundunta..legal load Urniu sMU apply On'. sMU besr the srosu for power and water vaasu7 !er We 1. MY rwd opera to and ut use by Public va(hc, eformaae of the p W'or L MY esutv:g road net scheduled for major ' rccomwuion under the current--tram,sad 145.17 Oral Agreements My M"'ly woad rwd (with fats! 6A u punt) built under des untram.TM Conusotor nay Mul overloads No onl loym Of or ,tin tiA wUh anti ortra, (nat mom Jun 25 pervert/above bad Wniu)on such ogmft or employee of slit Cottrartiba Age+ty,either before road,rat opw m public mffw if leis data na damage or after or.oo g the rovuael,sail WOOL o or modify any ram Imd work. The Contnmor sha11 roy sU rePut of ut teem a obUgatiom mouued u any o!for decY@Nw m,u of any overload damage. eomPrh7',g the contract.Such o111+gran cot or mareesatioa EbewAere on tM pmjem, dw Conwmr my -Pe-w shall to mm{dered ++ uvofTrul inform O o and 'a On .sy wvh oNY tM bad-UrnC rotrutions u 1,2,and'in binding upon We Cootractiog Areal. uo'as +ubatqumJ7 ,upSootOna't Svmian 1-07.7(21 ITe ..d-U Contractor shall rtmsin 2,,pod 3 put is writing. -.ever, for all bad<amed davuge. All va_dta subject to b,,nu,on s brute buu sh*U be Utansed to maurnum kits! upacaY".operating under Jrtae La" . If naararl sad tale W do W.and if the Contncmt requests e in wring,the Pngintu troy approve hi0o,bad limits than ` t .. m iM b•d'Iurm ratrrcuoas in 1, 1, Y,d J in Sccuan 1- 97.7(2).TM wane.request,hail: 1. tj+ nbc loading dr!". 7. Dewribt the amngc.nenl movenwm, sad p°xition Of oquipmW un dw•trtwturt or over eulvnu snd pipe.. snd ). Raw tlat ue Co,meter,-.U..all ruk for dsmsge. Unn prwe,sMJ w•e sd m,u for opc^..mg over bndga and culvens. NOthu,g m L. ..euon aim,u the C.mtn.tmr's page-SF Y Rn'ulno Dim.Oco•ber 15, 1991 L J 1 - 141 Leg 1-0] a.RemtianS sod Rap usib'ditia u,the Publi Am Legal Reutiom and Rapumibirties to the Public ether ref o,,bjau. miler thuc Sy,ccir,,tu ns or vndrr pubre highwsy u" The work shall be umdn the contractor's rapootibk 1 All nwlor"It'la w o of the"Mr.cr,subenVacson,sod ' suppken shelf strictly adhere to ch. rd.M of the moor rare and charge. Tye contractor shelf bear a�cbss tahnil •wick laws of the Stale of Washington 0967 editir,. ton damage whatsoever and (—m wbatsOle��usgy w p amendments coermD in regard to life,we'gtAt.and bads of caused solely by the act of the C'awracsin e7( hkb may moor rebic m. occur on or to the work during the fuMon.l of lee contract. Payment wW nal W made for any material coal is If any such kos or damage occurs•the fontractor shall dtreved to recess of the legal weight for which the'chick k Lmon,,cm of the Nnteac rdm R 4laling h or^lacc-1 gan du co, the erased. Agencymay,itself or by the cmpbymeat or some Any iautbo of these regulations shall be reported to the a Der•�O, make good any such bus or damage, and It t ayfmted taw mforetmfw agent. The co,tr.Me o w furnish to the Pub&Works Dwector r,ol sod npem, of w do'vr; shall be cAarged !n the ;I a L'Lmg of aU haul •ebicbs used on the proiect, wUng the coouartor. etbk nuaSv, Ile. : Dumber. tart weght, and licensed During unra•of k abk vealber and other cooditiors. thebad u. contractor shall punw only such Portions of the work a sh.0.of be damaged thereby. No Wo uo of the work whose Ntufacwq quality or 147.9 \Cages dfrimr• will he,fyv,ed by unfatorable coodki..s shau be mmlru wbUe these coodttiom not, unless by special 1-07.9(9 Required Ducunl n s mom •ructions acceptable w clot mgmeef, the coovach sU beabk?o o•ereome them. 1-07.9!5)A Fe.for Docume�u C the foroom. of the wort ea delryed a a nu ull of Pursuant to MAC r Docu net aatl 296127-0s5,•(v far damage by others, an ntemwn of tune w be evalus" m accerdarwe uith See i.a 1<ts a each `Sottmeal of latent w Pay Pren an :Ung War a' d Nothing rs,numcd b Nu section •tuu he eumtrued u 'Afnda•R of Wage Paid' is rNuil d to aecompany nch r,bevbgelse Conuacwr of ronsibiloy(or.or damage es-long form subcoir ed to the Depanmtm of Labof and I stria. fmm. cot Contractor's operauow or nc9b9ance, an, awL the The ramracwr o rapowibll for pspmtnl of these lea and Contncwr be mbe red from full reap stvInrty for making good sbaU submit sL' (,,. dirvdy to the Depanmem of Labor env defective work or materials as provided(oc under Senor,I- I and lodusuies for appr"lal. -Me eml of mat fes shau be O3. included in tb< price of the carious ..its of work wench comprise's eootraa. 1-07.15 Temportu'y N'al.PollulionlErosion Control Tye -:red forms may be obtained from the Depart., tabor sod Industries. Ie adAlw"Punwot to Rr"' •9.12.040 each progress I-07.1511) W ales Qualily CO-Sldesatlp-9 estimate submitted for pay-- ndud,or bate sa n,bed a summmt.an t form suPP.. De Comuracung Agency, ID addition W other rNuktmeots L. the Coovan signed by the Contractor that the prnaillog wages halt been Ducumeats this temporvt work shall include, but is net paid in aCcordao,t with the Prefled Statement of latent :a limited w,the folbwieg water quality consideraliom: Pay Prniding Wages on felt with the Conof r w Agency.or 1. Daeaioo of Uunoumwased Water: Sw`m water the mun am will am be paid. s"U be directed around the project to Preens pkkup of rut. This may be acompliubed by 1-07.13 Contractor's Rmparmbility For Work pumping;impro•umg ditch.;ruing chaaoeb or by placing Oo u1, plastic or co e,eur gravity pipe: Odd rutting ditches,berms,eulevu,M.,to central 147.13(1) •steal surface ,,ter:or comtructi�status,renting Wiwi of mecgy d'nsipatorr,w coouol down stream fk". All work and rWerul for the contra.a,mcludmg s,Y chmgc Insemtpong Crouod W'rter: Surfacing ground -- order vrork.ah&U be a tic sole risk of the Contnmar-UJ the water sbaU be wtufepud and routed around the entiR impmvcmem his eau, wmylemd as dnermined by the coawrlion site an pre•mc silo erosiao by the we of Enguwar,cacep as pm'•u.n'u. h.srcuoa graves trenches. French draw Wes, well Points, of S. ;oterceptor ditch. Tole Contractor sbaU P"W' sy-damag+tea+..Pa^iws' comas of mmuouiag tat dergruuud water wbkb may beeocouamred duringthe Work. I� 3. Turbid Wafer Trotmmt Before Dicharge: Dn e+mioation of turbldBy in wrfaet waters shaU be i as the discretion of thr En mete; for Lake Curt TV ypg,gpy}yappkaabka, wvdc. � f (Nep a to etric s,turbi-y- shau aot rseted 5 red � � ssuk�er4 (Wepbebmevk Turbldiy UDiu) over ba[kgm red Page SP.^ Revision Dam:O:wber 15. 1911 .J r .$ 1 _ 1-07 Legal ReL tays and Responsitididm to be Public ss sod R6Wnilbibtie to We Puhbr. �— --- 1-07 1,etal Relo rorided -- di4t tons, ad harteb wah grip Pont p _ Hides, under the diaPeuaL arm. SbutoR wd bh vl'es rovditam: for Clop M ad Clan A round mend 5 NT11 new hackt shaG Dn proridM o0 unb.$palotT n1 11 hall be .,bidd-, 1ba0 not Y round turDida7's 50 Nfll oil sad AM" sbau be turbidity what the lost ¢ rot is 50 a prortdrd ov buses' des W poll-- unless the have more than a 10 perc dupev+ed only during YtiR I of or less,or k n,uad turbidiT is snore arm . Dropuy lighted. NsPosa w turbidly ,rbea ,be Oat L wall--, refer w d"upevi NR be allowed o0 oil aad rbemiul spiLLt. i■ for otbu c',asses of waste shall Oat ilia° �v' shop',be pm,ki d around oil storage.Web WAC 17.201445. F<otiui Gees.Pu-Pa.sad looks. The tom turDsday mean the ePtiml pmpest7 ahxll be Pro•ided oa. rued and demovsuatiog the "abee coed 8. S, if a maim"sewer uac h eOcuun tot of sompit suspended eabw�d ss rebuLao wort h requ,red. sbmrPIr-of Ilght mused by ry.d ids It LL-9 and""ag of the mprmd m NtPhebmUre Turbidi'; Uuds sod 4govacmr shall Fro• s4a11 be uaiury sewn lice. Saoury sever h mmurd with a uG.r StaLrd n, tausd hT per peed out.mlk[tad,aad hauka by unk truck or Uischa'so to r ale pa m sum m.ob.k for agg"au ssb'ug• dnaote from aR[4 pumped d'U¢d] to a uoiurT sl aced smcYp'aes or drstuint of Vitt sad dmh.m.. The eahtsOg aewen hall he maauaed ,no, sha0 oat acrwe the mut+at turbidity the Coovoctur lrubout InDer tna or untie by ■ e exa'shvas n sneer bTpss5n. la sddlimn. !l or the roaring late--. the use of tempo r1 eat to ad around a Turbid `rater from the Frojen Sae shall be the mea•atd gamer'u s lae shall De remo.ed vmitd before beag docbagd into svmm or other rupture of a wflary posited ato relate from the Projetl S'su and dcpm' ui meal aad I Sure wall--..r holding g ndaemo• w1 rdl ids.FA p - - of lotoom or bodat W treatment. Uuclu for haul to a h the orerllou. rev. Wigmer -aloe took, a tooloet w the a[in mad be shru be ground surface, by l"o'n au, pressure v+tee toes ad be a U. d'sschartiv[ to washed hT e•epocativo or by p area[through gn•o-1, s+vd or w.ssh wsur dscharted ivto a saaiurT sewer line for ibu fate--- vassmissbv to•usysge treatment Plaol. a, Erwav Control.. le. .o erosar cmtrol shall be cctrcnd by mloimlaat loomed areas and sbpes Protection¢red RestoraUm:of Property uoUl permsoml menu ra ere tffmWe.PIuGt sloe-- 1-07.16 - III coming sbau be Pkcr!o'er expose Lrouod argot enY to Protect from ran eros'.rv. otber dh.miot 1-07.16(1) prieatallpM,,jpubhc rrtlLWO mesbvds for wsbo ceutrol under tenaa saustam mall or Public Pmpcny on or mq allude vessinp, mukbag with bade,, ad Thr Comm=abu proem P C,ontnctor aMu eem-that y,it vKNny u the"geed destroyed.or pmNlroad from bcmt sed'Sh ad e»s'nn occur the u is an,removed,dyad Should hall mibk for mtorad used unkn tht cant----so specifre. I ConUactor sbau Dt resW material property a,Wdea Wed. miktw, loge. landscaping. I dsmlgd arms aad for elan-uD of a'oded a:proremmu Igally on the ntbiof-way,msrken,nnvununu, aclud'mg that ul dikbes. -rob baisss, maobol>. buddags,'U'um-Oa"PR,-call ewer or lour linen,logeo sad cuFeru rod other Dµ :ovuaat cbbrae od otter property of W deampson a,haba,shown on the P,se 5. Cbbriae Residual: residual sboo ant dischartd d''wmtll ato smtm or aatf Ne Engmar Rqueu N wnta[• or if others us the Conmonr atoll aauu Prooro"n oecepubk to Brims, sv ms, or Slott loins. Chlorine law sr d ato saidary seven or din Wad iwcen7. reuaus mq be dive R ihr Enginol. for property such ss that list' ti the p oo load for pueu's Chbrae residual nsaT De ssimc fur loran[su proPcny rduceo cbemkau] witb a red' agent such as h t 1, h The ContnMr u Raw atrvcDon open,c sodlu, tbbaulphau, *lmw shall M paiodiuul ilia:a mbjcct to d ,( r den ee of Ne Comnctorl tested for cbbrue residual. If do C On Oro, far a¢c o, c uK of such property,the matt Wsshag: Water usro tw y.P.duly,cr aurfeR rvsdt �.roaditan.The Contncmr 6. Vebkk aad wpm Contnetor shs0 RsmR d ra ontuu rt y uu. If the wsshaL'ehkles sad aquipmmt shru rem be allowed -th the pmpr y . . - shall sun halt ant amrference am RsWad 'vnntedu elY. Ns to eotu storm door,stemma a'. r other Sett wf'ob Caal--emr re(hse or doe mum end voless sepor.tioa of petroleum produclo, n R=,d by other roncrele D^vducu ar oelu deC. ." moWul h Engines, met na.e ouch ProPe yNat will be or a due Ne occumPla6d pray to dsuharte De:ergrot solution subtract me coat from rtmney ma] h d'urboRed ato sassury sewers M allowed Conmctor. The CaovoetioL Agency will oDua all essesatnu and to be held oo lb< ground for Percolation a f r deurgrnt wssbag fnxbhes reyvird for the Pmjece.1 rovvsetor s trespass uo rervculoUba system ro'id.s rmammenJed. Strom<ImnNt weds spW p hh op<ntbn to the arm obuad and shall not vnp pri'au Property. 'id,«ruin loads. ss de.ke for ou sep'ntaa. Ilandla[ The Coovactag Agency ma] Pro rY under the covvoct 7. oil aad Cbemlcsl Storage sod Han' ,a4t O.C. ad rated a toonecUoo with the .ro and storage of oil and<bemhh i - ,in adiuent to walorwW The sun, .(4-toMr 15. 1991 a - _J 4g i i i 1-07 i,egal Relation and RapoatbWua W W{'u Llic 1-07 legal Relsouru.Od RespowsiblUies b the Publk .. -. — _-- r At of rrety b suN lands. lbe —_- u•a,1.the caarvaor d.a bor be..wbor.r mtvW wgeWa with l b ig om .. _.y .,atLbk u r.kr ru..r) rte.in. tb MmuactOr sap mM umrenwn.bly encumbv thr premoa cortr.for .hall en wro,a the, Ce.varew, Acmry. The with his puipmrot or..uriab. Cmoaria,Agten..0 make W Kau,,n bad the Tbr w.temwr sb.b pm,ule. ,,itb on b.biuly W We coo of ramp rtgLs.bW br paid by rb eoaaaaor. (;onvNting Agency. myaddi6on.1 land and .coca, thereto n, rnov.wr it 'npowibk for identifying and me sbowo or daeribed Wet may a required for temporary documenting any damage W.t b predating or "used he ,ruction facaidea " stung, of maurub. If. lbap abr,s 'i• wuvud sU.rem msd:,detaur nods,or Other trmponry, "A u ret,.ud by his operation. Tl r Mm.,acror sha0 1.07.17 Utiliva brad Similar Fatilitit5 eoorme bb equipment,W age of mataui,and oaaaation of bL .,Len On therm an_ .bo.0 and drscribrd and inch The Contnnor .lull pm:r<: ab pnv.0 and public uulmes .ddiliomat arm a he may prorid from damage mWlmg term the wort Among mhcn. dtetc A. GmeN. " � work under da, rmuart an uUbu mc!ude: wiephone, ulcgraph, and pbwer anti., sewer r.mmu.rrgbtof..Y.a,v pn•au Oaberty, or rraacbaa. art, wnwr Wu, nwcad tn_ka atd equ:pmcnt and htghw.y andl be roof ed to tar Laa.of.me a+o®mu,rybiot-„ay Lgh,ting aM b�gning rystcros. o.r.aerb:-. M.,oA shop b.,tampkNw w a w oar If Ne wort rbquun removing or reloraung . utihly, to Nr Iran ammo,or duaaran'r and •mamtm--I of damene. the cmtrarwr .all scbeduk an, m that Mntraa will uaagn the Wk b the a-uluY er of in, uWaly t,rbaa arena eatmmo sae ea br kb .p o darata oa.t Mien Nu Wk a atignW w to tuWty owns.at,work rea—m or bLday.and armrb..hall•w.,open for ma.e u not M.nplae hfort the Comes., begmt his work, tlw .aen a nun. Com,miar mall immeEuwly noufy Ur Engineer m writing B. r gL,SI. 'he cmtracwr Nall r®e.e earl airong My au,annwd ar, of the Contnrtmg Agency or utNty vrvcoa,a a dy b,aat a fur the perfor amc.of ape 0..may enter the hign•.y right-of-way topv ee .—rea-V. "". and. J rtgau,,I. N_r. rrbudd rate vatrr.ra thus .her,or Mnmd Nev equipment The Common ma, ll aoperw .emo,W m u v goad . cA.um at towel_ He thall abo "air all avoin, vmntara wh+b ap be�;amagd a a vei,h ouch efforu and mall avow crrasmg delays or huWrancu u rerun.r aa,.oA wader Inn rote.— thb.e doing to week.A•nmdW.oat Conlncmr tall anmmgr to C. F.,emy Cado,.aw art" and abrr aurfac, eou,dinue work.ehWuk.. wepm,mru. AL rWo..aw area rives.g.rwaN U To u.e or.trumWe the work,the Contractor mar Oesue k„,a.sod aWa sarf.ce impra,®au. .are dam.sw te a:uult;y..Cm tp move,remove,m alter Neu cgmpmen'.m by .cotes of tM rmuarto, .:nti bet rawrd oN N er than o.e Lstrd . the p.m or .P n aul provisios. poo m ubt,u their bripad rGDon. a '.bra Contractor sap mate the arrangements and " all msu Prior w au.Wm na ab eater.,it pin"egbaaf-.... Nd aru<(men Ncm. W cW ar., aball .nip topsell from tar, —b or _ ,o Atoa ara end. Pp k IS rh a..tW l d In mere war,it.plans or.p..l provuenos may not Wow my w"Pbcw by Men, upon bbmPmm of rmvttcoon. W mdc-ground DcU.00. If the work requvu these to be Oweaau ter..d N ,, ibam h,urrwl ..'ad movW,the Engineer will provide far oNer force w mov,them —th the a d,n --nala g Nei.merit amppw r b.I.P rod or mue r were cant.order requ'ving tlse Contractor m do N ,,Aaaud a don .mod Pauoom—t1aa a bun as ndrd ut 5ocoon 1-04.4. A6 tlruDDery or tea da.ro,tl magtl or da . Nap be %° - rey.W It, We amoator—La n aterial of qutil gaa.h0 at All tutu erquved W pmtet public and pnv.0 utibuu.1 so.dti th uoval rat to e Coevartina Agaary. I.the,e,ent providtd in this Notion nab be at one Contracted "Pena that b L aaa..n u omcl Uo-a lh eny w.a vat,the rd When others dcby the work Nmugh law mmonl or rcicemon soap be, rartdalll cat, end mow aad nplatl ahar the of my utility or similar fac tbty,me Contncmr'I loss of wee will „tuba are been batVdled The lean ven abbA be be d usvd by eavnding contract limt N keeping aamh Section 1- demed by a„api of oaba roam.of eb anh ad debris. 09.9, The rmu+raer 0 ae.ubr.t.led mai!am aimdat to If the omub,t pmvidu noon Nat uulmes wd1 be•EiunW. the .tea uanb, 1 aathLoa and M tide aewrr herd.or mnstraMd during the prosecution of the mnanon far aG.oA,iorluda,a"..den and rl(m, reloratW,mp r eao®mu or riahoof .v.1a-h harm ban.aaa. " work.tAe Comeaemr.all arty om the,voh N•any that wiL` mca.evkv.,atol be.a,u abet t®pa,ac, minimise iowfeeme, anal drby for W forceat u vO"W M, ebaads Jap a rmortl by sae remtraaor and au ba 16) Mau Mating form Nc^00relL Uio:i atad Per.crutan of the work rtPlae, aBr be trrl i bbas mw. b thew .riaiaal reg.wNg utility .d'usantme, reloanon, r rl.Cemeru, o: prritim. 71 e.sarbru,"motifs the Cb.vacrog Ntael, Mntnuwmn dull beat the Conteaaer'.e.patte as pmvidcd m and pmpeay Orr a Iry .a Mrs is tl,re or my Secoon 1 05.1.. „eK done an Waaeno e,rvbbu<f.a.y. 0amag,u —etng errvtr,a ,aid,of..anaa that o.y math. von d,..wrug odor abet r.,ban acd,in coda this ran.Nag a moral a their eriaimd mdauoa u berar,. The drip" coaditim " be eamb eel by pbttognpta a ea ar— uvpaeon made prior a comvacooa. UI era .oA Nap t, dope a Wr aesfa'uen of We gopern f) end the Cmuanina A,.,U tae almar of the rrat c r. o il_rtv� Tat rmwr„n, Wl aaaa.m. a r Pm ,, ae an.nem of aaa main,et a arras Itn,rpw....1 aad le,ban it damamd Page SP-1I _. an R.......Uaw. sXtol.r 15, 1991 r � t 1-07 L4al Relations avd Rapoosibilities b lbe Pub& I4)7 Lgal Rek'ions avd RapomibiGlia b the Pub& Fanuat b RCW 19.122.ro act ed tivgb underground utilities and prescriblog pevabus,b<Conuacbr shau. 1. op be utilities a .M ..d 'Y-n t uaa fnr field lyraw.of the-Wickes; 4.2 fail Call Before You Dig des-a--apes- The 48 Hour Locators 1-800424-5555 `ay and 2. not tvgb aonlioa nnW all known uvdergrouvd 6ar1.+..esa state_4 Illy I, .- in t c ewinit, oe the propusd awauoe Ae' ell ba.e beev toessad.od markd. Loc.m.aad dion aw sb..on b. Plans for foisting hcin6a are in scrordanue with a,siuble bform.tk.a without d°R'^s 11'5 uom...ing, en.aAng, or otta eerdn.tian. If a utility a e•s.r+•aYe - knm•o d s.psted of hniag auderground fae"ia 'Llhio the fora of the propdd au..tiaa,aad that utility is on subscriber b lit militia underground luutioo cats bees - The Contractor shall Rler iodi.idual ooticr U that utiliy. If,in tbo prcoantiva of the wrk,is beam- veoasap to ioterupt existing surface drainage, sewer,, uodeldrabs. 6rw-se"Natdt aoduit, utilities, similar u.dagrouod structur-, or part els thereof, the contractual,shall be responsible for, aad shall 1. take W necessary prasutioas b protect and prodde temporary ser.i[-for some. The aotra,Iar sbad, at ba ow apense, repair all damage s such facilities or struttur-due m lies<onstructiva s...pswwly-+aad-r+tebMa+r-(ee'e�'�"°d operation b the ",af ctiov of the City; acept far City wrsswkia•-.wAib+bl.dwww--( -aa a-`°° owvd faeihtia wbkb ..111 be reWvd be the utlity lies-----ef-irk�kdn`^.rwpaa:'aer"iei"t:'a°er - depanmeot at aobacbr's apace.or by he aou+ebr as aeMww+eia..r directed by the City. I-07.IS Public Liability and Property Dunage Ltattranu MY+a^i'a"b"'t i free « ts-i4.dJf w..»bcN.r-<enuc r te-;Gn'I by F •^'MsP"eTr� J ry h tMlaauwdt 1 asu W se —a'ep'^y drigeOWdA at ^e'°et «a.e1-Lt-s"--ew+.eaawrnFa^awt--"as--of 'I) ^Osad^«-9wpd--w— •e.._,.x.... µ.) al, ,.e..-ee-,. Win« fii e.P...ar I k. .gix-.wed psk.yy Page-5P-12 Rcd.too Dal:October 15. 1"1 L J t t Y �ai 1-0' up QayLWU and Rcapoa`bdPua m ILc Public 1-07 (,qal Reiacioa+and Rapoosib'diiia w iM Pub& —. R LYO�YNb..l�r--�M�ar�ad�M11�11�� w....M Palw7�-7'aW!d"irMeiaMadak!a Y P'+(aawei+L'aar Vaaalla��f 11 laAtI1MM�+a MwralaWaR'w � aye f aaAaw�awF w K 4 1e-d�aanaa ,-�a^6 ti Addi�li�s�a�a'-BydaiMes +44 M svgg ♦ .Msnd�fap' �M1�M �� ♦ dYwMewavNOwa^N!�C°°^.aM- 9 p..14 Ma aa �M �{'t11d'�Md �y T. R!lM6a-Nfand aka-IOIIIMMiMa'1'+�{�T -^ �a�a�a of F ash . p ab�W'�M'V 'Tlt M 1a6Mlta�-�T� 1WF-br'aF-NF�Mwpw+'�'�iabdy`f�—aR ��1.�� MwaN:i2P.r�rMJ-wMM ala++wM •w{�b! Pag.-SP-13 Rc.rision Dam'.Ocwbtt I$. 1"I M KAP-27-2063 LK. WA. #2 LIFT S=CN RMAB. - Design 3+ *VAi s 1-07 Legal Relation and Respomibaitie to tht Public 1-07 lagal RelatJons aad Responsihiittie to the public 1-07.18(2)B Speoal — --- If the contract cKps rea .,king ore water, the following additional coterate are rNuird: a. Watercraft,owned and..,"ed Is. U S. Harbcrworkrn'rla.vborrmen and Junco Go Act -- - Otbar mddkio,. ]co,erages that may be requird will be law in the Special Pros aiom. W'bco th, out of esplmi,. is aeasaan for wnsr+-«r-/rrslf prosrcutioo of the Work, the CnoVanor'a insurance shall . 1 contain a special chug permitting bWtioi. 1-07.18(1) General 1-07.18(5) Limits The Cn-trseuu sba0 rya begin"A under the Co.trats a. AU coverage..hired uagle lima u.a0 the rpuued intonate bu been obtalnal mad appmvd 11,000,000 Par orconence,.dNuctibk; ' by the Contracting Ageaet.Insurance shall provide coverage Proridmg coter-ge Y Otte stated amount staff not be to the Contractov, all aubcc-U.cmn, and the Co.trwan, construed to relieve the Contractor from Lability in aces of Agency. The coverage s"U Drulm agaian claim for such hmiu. peraoual ujurles,including accidental dealt,as wW as cL un, for proPeay damage whkb mq -rise from any act or 1-07.18(4) E,idence of Insw+sncx omission of the Cnntr-ttnr or the mbraot, r, or by anyone duecdy or iad'uvcdr eanplu,d In either of the.. The Contractor shall Provide evidence of Insurance by Upon request. the Contractor shall forward m the We following methods within 20 data o enrd of Contracting tat the original contract u specified in section 1-0J1 aad W.5 bereta. Ong Ag a iE policy, or rod••nement Pe'v obtained,to•Contractor'&potty currently in forte. I. Complete and subunit the lamroare lu,rorrwem- Failure or the CooVacmr to fully comply during the term Forns pmvidd, If the Cootract with the rNukemeots described herein .ill L Submi, crpiea of the da6rations page or all be romidered a matrrul broth of contract aad sb.0 be rNuired insurance poLkin. cause for immed'uY tersnioatioo of the Co.Vad aI the opLioa of the C.,-Irsctieg At-ocy. 1-07.20 Patented Devices,NIaLeriAh,and lY"MM 1-07.18(2) Covetersa The Contractor shall-smme aU costs a..g(tom he.,e err v--nwd deviw,musrtaY,or pnceasm used or or ,corPon" The Contractor&hall aerure c"'Mial,general Lability .the—1k.ucd agrees-to indemndy,defend,and vave harmless On as ISO 1996 form or aq uj,alcot with the general the 7 Thr ConVWL1Ag Agency,-cad MI-Pulse applying sepantal, per P.Jm Co,erage shall the.duty aulhorirad agcou and eorpluy. from W anwns of include premYm and operations, np.usioa, collapae and ns neurt for.car on account of the use o:any Iu cnrd dencn. underground bastards. producu:compleW operatic., natcriaY,or Prot .. contractual 0ability. broad form properly damage, iodepeadeat torceKlon, Personal injury:ad•ertoi tg injury I-07.22 Use of Explasi'm . . -.._. and stop gap liability. Add Gu..Hy, the Coatractor ahall When using expbuvr.Use Coatsawr shall um that cocoons saute comprrberlsite auto Lability.,erase including ran w Protect Us,and property,to pnvtn sw..ad to lea.e W owned, oo".ad aad bird vehicle i. the amoual of udwurbd W m-mrmY u otsid the I. lino of the cross- $1,000.000 ..bind siusw UmiL The Coutraeting Agency soution. shall be specifically --ad as a. additional insured oa bothll expbsiver shall be stort) aaurtl ns Polkie and require a minimm . A u of 50 day&wrier make be Is— li ard.ance apply' amn I :itch mq,u o -U act Siren to the Contracting Agency pracr W the ca sedutioa or to P .aleriml change .f any policy, chicly Mocked. 'Dmtemns.Expl.....-No eVlosivm ahaU As an of the resctor `e left unP'nocld-lung,.nes,any e-.ung Nghwy p ponse- Ito prepos 11 the Cuatr bkb H Public utiUlim or nibo-ds own aq,uM n rwa.�Use bust spell submit•..Pled /amrun InJurrandoa form wbkb sins.User Cantncsat.hall ontfy the owmen of the luaon,du oe.speif.s specific coterager and limits for this taovact. tune.-cad- AU MI-9. pmtidd by ate C..Yactor sUU be a a DD.W uY dumron.f Use bWwg. Thu rolesmh-U form, and ucderw,Utco by . comps., acceptable so lbe he Oven-u.hccndy.advance to enabk W owncn to tske any Contracting •tspa u they decor newwry to prose pee. properly from AgBest ng.1A sbaU oorma0y have s -jury minimum A.M. Best Rating of A pageX11, The sets eto!ah-U RY.w our furnish topic of the dmhntiont page of relewal lnsunoa [ Proposed atruduro shall be mmPldd te(ert flies W the Contras' wort on INin bc[ma. W in Agency within dap of awned of E-pknite shall--I be used wuboul specific authority of the co.tr¢t u aperPd Y w action I-0J:and 1-0JJ heri.. the Eoglaerr aad then oral, under suc► rnVktinns at as., Page-SP-le Revision Dale:October 15, 1991 i 1.07— Lgel Rel.tkm ead Rapomibilitin to the Public 1.47 lw{al Relaflom and RespouibuWas to Ibe Pablie be rqu'ved by the proper sutboru.n. Expkslra shall he Compbiau m dwt,mud or uatafe wamkn and/or - handled cad wed w strut mmpliaoce with N'AC 29&5:.od properly damage to pi..0 (Iw b.p will be sack brat laws, rub and rquWum that may apply, Tbe tr.mmmed an,the coearatur,and prompt artioo in udnidu.l io elum, of the blasting shall h.w a current On Of mg them will be rqui-d by the contractor. N'ubiagwo Sole Bluw User,1.reme. W. tnffr man parr through gradmg arw. Ibe r The Contracur ab.11 obuio,throaty with, and pay for Cunrriwwr smu wrb wemu and coats as are oversnary in majuntwo with 1. Make cuts aM fella thrt pm.de s rtamn.bly smroo. buslug opnatiom. even roadbed, ' "hen the use of eapbsi.a n OK.t r for the _ Pucc th.dvsna of other gndmg work,enough fell u i prosrrution of the N'ork, th< Cootratsar's u.ur.are shall all culveN and bndgta to•srmn tnflir w emu. coouw a.peoul cuwe K,,aiuwg the blasting. y Make ro.d+ny eau and Wt.. d order by Or I Engwer, u paniw-wMth bila, .Iurna"g LAa from I.07.I1 TnRe Conlnd she w.dr w permn mma to our on the.de.,post be welt, e l"411 rulvcN an half the wndfh or the trsvJed 1-07,2.1(I) Public Convenience and Safety keeTug the other hJf opm to fnffo and uroMuunol The Corm. .hau rendun all "hation. wish the was, arw the fun kalif at wind,for U., pna.'blc obnru wh and uronvenknc! w the pubbr The 5 After hough grading or pacing any .ub"tt,., Che,acwr slwH haw under mnnrvctwn n, greater knash or p.T rt the foul roadbed w a .mooth, even corker .mown of wart Our, ten be p,r..wd phopern wN du! (rm cf humps and drp) awublt for tea by pubb, reg.M.to the rights of the pubbc To the utent polaiSle, the "111h, and Comnaor.hall finish each section befan beginning wart on the 6. Seale dun welt water. or other dum patb.l.... .. the E rd rg.,may oer. Mat To durvp pablr Mfr.m bane a poituble.the Contractor If gndmg W -k u w or neu w . roadway a we, the ', ahaU(unku the spacial provuions suw 6lhcr wl. Contncu,.MU(malt the grade uniewdu cly adcr rough gndug I. Permu WTI,to pis through the wart with the kul and puu surfacing m.tenW as the wart proceeds po.stbk inunvenilrre or deny, The Contractor shall ronduee all epmtmn.o mnunue.ray a M.wuth.listurg rand.aM araau that be nest to or dmp-of.(abrupt ehaht. to roadway ekva.on)kA lxPosed ea ■ mide the project Lieu. krepmg Nem open and th tnffr dam[ noo.,k.S hour,. Uhl.. atht..e sPsrted N - ■ goad,uf.mMdron at JI woes, the Traffic Control Plan. drrp E.kA exposed w tnlfr during 5. Remove m repair toy ooedruon rmuhing from ths nonwrkmg hour duo be proucfed u folk.. _. -" waft Out might ve rw"ff.or thwart.haurd,and I Dwpefh up w 0:0 foot.unto..otMrwve ordered by a Keep evtating tn.Ac .tstwl and high., lighting the Engmner. may wean. exposed wah appmpruts ayenm. u oper,mit as the work proceed.. (The wmmg.ig.t..kmng muomu of the wndiven Contracting Apeney will nonlinw the rout. - Drop.R.then:than 0 20 foot that.n th the anvltw rn anwharce oe.rch.y.lem.) way rr aaxttuay tana luau not he Wowed unless ,o prolen't the n4ho of abuwtg pmpenv owner,, lhw pvhw twd wth .pproprule wmmg ugh. and N"t, Conthim,.hau pehatund as u d.wd sr,Jb nr yc below. 1. Conduct dw otort von m that the k t y Dro"M mom than 0.0 roan,bu no mart &-.n 0 50 immnvenienta u peuibk u tamed to .busing foot, this arc not wtlw the tnveled way emu be pmue'ted wth appropriate waning ugns and funhcr Property Gwen. 22 M.M. wady aunt. to driveways, Mum. .M p1hux 6>ha.'mg one of the foWwng. A wed[o of mmp.cwd aubk m.terul paced a a buudmp hang the Law of wart. • stop!of a ' or Uaaer ). Provide te and, L .arp ul r v, crowing or coed. wag rind. ud keep ahus.,�,n.chta u good b. Chamahrutg devuxe (Type 1 36 when. p ,w eeMnion and ufay drvma,or other, devrm M iuhta w rtu�n . pnntic am.",.tau.before ckatng an m ung he in Wg• I p�oad.long d.r fnlfr ode of the dh f, Wteneva the mnu+a talk for rt..o,a g and .I'. oR ar,n . new edge of p...t .meta p4sad. an.b.=&I.,'.,'.aeons. nw,rn nr of y lam from the dwp ff The S. TLe ;ostrKlor ebaU be ropomib4 for conwuug maaunum.ryvmg her .the deron th foe.lute dint ead mud r ithu the pcoj.at Amuu ead on any be r.vw the pond .peed an MPR Psvcmlaa street which h utitived be bis q.iphw.1 for the dmp•-A 81tthug u'ho .hall ra paced n adv.we ll dunttua ter the project. The rahv.mr .bell be and Nmu[Ioe:Uw rw b rrIft r or .c prepared w us, w.wriag trvc L., power sweeper,, c Tmponn conyrnt Ammer or Doer approved wad Other pier,of quipth,m u deemed omn...y timer w.uued ran the tnffw ode of the dmp.^f! by the engineer.to.,aid creating a suu.ue wth 1 foot brrween the dmpoR W the b¢k of Dust and mud thotrol sb.0 be comidered u Ur b.^ur ad . new edge of y,vemem .tope . ocidenul w the prvjvet, and too compeu•tka will molmum of 2 feu frern the!.0 of the bamer An be made An thn.ration mppro.m termoJ, tun.or unpsm.mnwrar w,I be rea.vod n the begNnlns of the, suuon For Page.5P-)5 Re.un+e Date. 0cwber 15. IWI i Fr- 1 1-07 Lqd Rebticu and Rnpousibibdiu W We Public 147 Legal Rrl<liom rice RmpossiNli ins s tht Pubic regent usa, she hamer shelf have mtdtM Fe munmg+alerv-uory p,...d for.0"fr. ,muut deluwation .tech as pause, rt0earvt lap, line Wont marl era,or wnnsg legless. yes FbmvsMng any necessary vc0.k,.) to we op and 1 . Dropcl4 moor than 0 SO foot mx»Min the oavcwd ormov,Ju Clot a con.trucuon signs and other traffic .sy or suaa., lea thau be prounown w,h tonal kvica: rpproprute wmerg agnt once NeUee pmucw as .. Fumisbing labor all vNklsa for fsaualling and udocawd to y., 5b, or 5c if W of the (.W,.veg reainuwng N posuinin all of the construction suns and 3� condition.so:ma. the teaff. -onal devices, unless s pay iu e u in the a. Tre d,"Iff U Ica,dtu 2 lea bid proposal m spenfiuUy pay for that ash.seed b. The well kngth J,rougho a the project a we,uun S. Fumubmg War, msurutl. and ,gaipmrnt naeasary, I rock for cksnutg up, removues. and rvpUcmg of the <. The dro�ff dou nee ormau for moor than three conetr .., .,Co. and the staff. control a cve<. wntmg by. dcrayM or damaged during the We of she pre)mr des TM dropoff u not prescru no any of thr MWsye 6. Remodel enanal situ u specified u a direeud by 1 Wted as SMwo IM.s,all the erytse<r sod deuveriag m We City Shop or e. Tbc dmpoff u only on one use of the road., storing sod raminstalling u directed by We Engineer. S. Drop-off. mart than 0.50 face was are not»nthm one 7. preparing a V.R. eaaal plan for We project and vsvekd wy or n is"ry lane and art rat old -eat designating the person rapoasibk car u.frir control covered by No a abort shelf I, prowev. enth at the wrk site. The traffic control plan !hall appropriate »smog agns and fuller protected a ioclude deaeriptiou of the Un?a control mahodt i d.osed in 5.or ye sod derices s be used by the prose,ovutestri sod 6. Open seaminess u Uh.the traveled uvy or.uaihary Is. t.1scosevUWn, ah.11 be submitted at or Were the eMU have.coal plate cover placed and anchomd over precoutructioo coofeers ce, aad shall be suhject to them. A edge of suable rruteree if required, shall crew,sad spprovsi of the E gioeer. be placed loss emaoN u s mion btu ten the paveme. R. Contacting police,fire.911.and ambulaue sertices and the atal pUte.Warning sign,shall be used s elect s cof:fy Wes is ad...ce of toy »art the »d1 motorists of N<prucnc<of the fuel pUM affect tad U ,,ji s portion or a road..,. The Coaf.ctor shtU be ropor.,bl, far providing dequau 9. Assuring that W tr...Bid porfluu of road..,, are ufrguaed., salety dcv.a prouceive equipment, and any other op.to U.M.ductal sunk U.ff.period,,6:50.... , needed uuon,w prates tK safe,hieW.td ulay of she puhbc, to RA ..m., sod 5:00 pis. s 6:00 p.m, or as and to pinta,property in connscuon.soh th,prlarmanc<of the specified is the specins pmvU's.u,rr u due,fcl he eel covered by the coneraa.The Cont.cmr shall perform any the Esgueeer, , ..u.a or cations she Engtnaf me, dam na.ssery s pm., 10. Promptly rc so,log or co,eriag all sunapp&able the public and property. The raise mram hty and expense w signs during periods.ben the,are nee needed. provide Wu preen. sMU be J. Contractora lice" that If no bid item'Traffic Coral'appears in the proposal .hash Is to be Nmuhfa by the Contracting Agency U nperofrd thin sU wrk required by these sections *ill considered n ether erase.of show Specfeauum. incidents]sod Weir east shell be included io the eth.•r Hems t of wrk. - 1-07.JOI Flagging,Signs,and All Other TraiMc If th.Engmar one. .the Caolracsr to furnish Jdawral Control De,ica chntnehcing devec., piece of equipment, or an.<a .Nch could net N usually anucipud by a prudcra meNracmr for on, 1-07,21OIA General merounana sad proucuon of toff., then.oc. .um or Hem. may ba raubWhed to pry,or.tech..me. Fuller liemuueen.for The Contractor aheU pmv.dc flau..' .'re, and other consd<rauon of payment for their item. .. that they .,a not tre ffa control device.owe odec',ze epaofud as berg fumuMd covered b nth. be the Contnaing Agency The Continuant .hell area W y r pry ..era a she bid proposal, they are not mamuuo sI''conauuttn ne si m,ems eec.tfed ,e the Special sw of a u ,,,d.1 cl all ehe ¢ t.igns,devour c ..and a ..puva cost fur the tea of each ,! •dual ahs.nnd¢uq ether traffic tonal devka naussry s wen and fobs she �,�,p.of equipment,of.erv.e sus!.tined 5.00 m mul ' puhbc as sell one from injury or damage as a rat At of the cogs for the dunteore of thther need. It,the.vent of deepen.. the Con, .cwr',operstans»Rich may occur on highwy,,road.,or Enguat-W daermm.»hat u.,.U, anucopaed by .pndcnt uorru No eurk shell be done on or edjimest to the mad v.y coke esttor. Thee wet fat these Kra x.,be icy rcewa preset. until.0 necessary signs all I.R.conwl Ocv.a..s place pike esublUhed by she EnQmeer, or by lore ..rues,. When the bid proposal include,an nem for "Idtana . Additiond items .quued u a rout of the Contractor'a .m6-P..<.wwy4LT.R. Coral," the wrk required for this mochAc.Wn to the traffic central platut) .ppesrutg to the omen.MU be: con.nc,,haU not Inc coverd by the provakv in this paragraph. 1. Fumnhml sad ouuuwing hamudes, flashers, end If the wtsl e. +f.lf the xork undo,the corona incrta.a older cMnKliaatwn us..,unless.pry our u m the or dares.by ...Jun :5 percent, in eyuuble adyu,t.m bid proposal for an, epeedec devicc and le Spc x be considered for 0. ism '64nen+woana.-ant-Ra<aoew+f Provoaon. ""S fumu an, hu," msinuwm¢. Traffic Control'so add..th,mcorase sir decrease psymcm in.different manner foe spat device, Puge-SP-I6 Rrvoswn D,w (ksbcr 15, 1991 L ^ J q i r a r 1-07 L.eial ReaWm apd RupomibUities a the Pub_k 1-07 Ln-I ifd tG m and RapomiDiWias W tG<Public _ otber tn(Gt con"o, Upon (.hurt of tls< Contractor so knmcduuly Proviic mnunw4on npu ad temporary drvw<. f4LLGn', <r<Lr• maN4N, alld rtmov< Iner.: Of pmvld<. m« Only fc r: w,bm ordered 1. 5a up and o "it on Ne sic of M irk.wlom ouWaN,usd remove ON.er wRu mmml d t.' 2, Rebrauott a and !mm umponry uor+tc, providtt •n rw w by Nc Enpnmr.the Comnckng AtmcY I.Y.wN°1M n .ten u on. or tearoMbly nur my 'form m of do tIW ds< tunpo ry p further raa<e m tM .11 Of or cute U. u from Ne Contnaor'a aau{h m be tomdertof Ne t. of t��.�new and and ddOa d of tM 7, Relocatwn on die nu of woh�pmv paYmcnu. loutwm art N aclootd.u< ih llrt mntna pkm. TM Contnaor.Mu be rupon+ibk(or pmvdint adcgoa4 • rovod tnRw 4 conol pl or an• the ""'i o. Or W teen, Men'. and 'br< traffic mu4O v l it . for tice DD proteuwn of tM woh Lm tIc Pubuc LL au tmsu retdWs of EngNeer. wh1b r or rw' Utr fk'W" "Cna. W other tnffw control TM boon ebpbk for"TnRK Control labor"i, he Nou drvkn art otdcrd by the Engan"- (umuhd by the boon aamlly used for Ne prtvwualy d ,it work TM'ubor ContnaNt ACCMY.or Rd for b the('on4'[Me Atasey.Th< a Rr(°n^Ne inch for"M.intmaue and proucdon of Tn Rm" Co,,,,., aMU be Mbk for wjursu ad Oamaeu to Peron. u apt.cftuny cacluded from Nu wort and PmPcnY n,ffctd b, w on of ow Conwcwrl operation'or 1-07.23(])F Co11611-tison$tgm ana',urn.N connacvon tier t All uCru requkd by tM'Ppmvd 4aRu mnwl Plain.)u w U u my odwr.pp,Opratc cigm prucnbcd by Us< En{inccr 1.07TrafficJ(3)C Traffic Control Plans Coovaor. Thr Th:tnff" conwl p4o or P4m apparveC N Ne wnwet wiU be Mmubd BY ne G.ncr.w+eN'P^ay uDk cooditwn VoW N< pkm show • m.Jed Of Mndlo P•X-l'. Th' Contnttor 'MU Contractor +MU era Ncm on Posu or suppor4 'W maNUN nxnait for Ncm u w.ed. AU nnn.ppbubk ign. ah.0 br dGegnau and adopt N wncn uw rpat(w"Rc control p f nr diem w a clean. .at, and ptum pU required for N<v mcNd of ryrfocont " woh. If else d o.mverrd usN ci,rrsa.l or plywood during Rnods Cm. umrl meNMa ditto from Ne mmna wfht mnwl wT n°Nry art nn�nedd.When Nc need for any of Noc airs p1an1U,Ne Contm'tot .MII pmPou modeBubon of the MM, n. rO,.1 of Ne Engineer.ah.0 eonwl P4Mp by Nnwai Nc nuaun concwemn signs and hu case:.Ne Contracur,nM R other tn(fc Conwl dcvicu r<qusrrd for Ne Prow Th< sake dow+•.Nice a1pa. n, ,or+s.p it AU Wsu or mpp.tu 0", t riff c Imp drnLmwL ad adOPwL Nr +psi sic M. +MU b<rtmovcd Imm Nc 9rOJc°t Ad CMU hu rnhad lien.'MUCrn I .. con": Pkn(d or my pmpoud mdifsd pane) +ML be a(Ne Contnttor.Th<ContnewL L wCm;nea w the En{Nor for approval LL kut rn-<ekMn n`O be raumd to ortIl Enpnur sn L°°d r°ndwon All such uLns lead b• Nr Cmm.cmr wnrkae drys w dvmu of N<awe tM sit^•ad oUmr tnfbt lost,damagd. or du"vd'haU M mp _ con:ml d<vKu will M requuod. 7Te motruar shall be in kind LL Nc Cuntncsor'. rxR°se or Ncv value wJl M Nat vaRat mewl es asMUd and d ,sic d(Mill the Cotstnwr'a Ryn -I,i I r,pc wib1, for anuriot Tbr Conswcuon signs s'�M divdcd Nb wo c4+au Class A maauiod a moformm<e to aublisbd 'u.darW. mmwtnen +iim .n Noce signs din rtmaN N +c n'ae mouacar sbatf eaaLiOwmly <uluau Nr olw,.Wa of IN NmuC hout the wnswctwn or d..rot•mqa pine pf Nr w'od ud6c mnlraI pao and at m e prompt -I.,"o to tonne any Thry art mounted nn Poste, 'uNe a fad swcturu, or pmbkms that become nidmt during opa.Wo, TInt, l rupporu of a um.pemsanrns nawn Cull B 1-07.Z3131F. 7r'afTu Control Labor wn.wcdon .rgns art No.< rien.Nat art P1. d and nmo.'d '.. The CO,,mmr sMU fimuh.II CMOwfhc m ml dl,. ordir m rd.yular ThcY for aer<n mound o durittiong nhlPorahk ro a 4mronrn for Nc.sup and Mold of all temR 7 d k u nsm.+rY to add weight to N< u{nc fro and mvtrucWn 'iM u<uury N mnuOI oaf& do—& mowtinp mnswcWn openuon.. pL."' 'hW b.vr a current .abitq.oNy.Me of aatsd"wdl rvpun on wryu shall h u<ttifwation llklging urdl oOm the 11 Dcpatlmott of labnr uwd TM M{ of .and .hW Mve • maxvnI f t fron, of d and Ind (M•AC f 411(55 105) E PiO wwf rt Con"""' on�"' tmud.N 11sr evmt of dli,N— Use En9p 1 wUl daermc m t� mp{d N C.U.4 the mnaooO ion sign k°on.iderod u a Clur A or B mmtm<Wn ad hW hLLt.'Ibe vwu ad Mid M4'hall lr tumuwd by Cuntnaor N . rise P , clan. a.d rumubk mdstion-�f u{n. �c �� Cny.viy.(tnswsA WLm CW' A or B o kv. .tenr an requred, else a work pmodc Neu aim.h"bW bit: ' 1. FumkhNL removmt• and d4poa'en{ of Blse p°e4 or .uppom for else u{ns', 2. Ittital acqukitwn from tM Erg';"'and u1WMu raum d.:l'M'eMriag �t[ut'Y m lot EngNea Of Use requied Cantntvnt Apncy- ��i.e. Any .tech apryrtl or Mrrdshd.iC^+'• rot rcmO.al of both"itequipmem whtuh a rtecnury or duusbk to proton """'1 7. NiMI inr4WUon ud.uD.mu mgrtd N o Mr.cbvNW will Ee'Nr Conwear'.rvpon.ibiWY A W B mn-ry On"If"; whm ta,,4 Wool the bed pmporal uwludm m teem for"TnRw Conwl a' nrna°N Im and preaenhk mdrtinn•'nd me Nr labor," tM w,h mvcr<d by Nu item .MUM bma dku B khor requtnd for Wegve .Oo for Willing 111 Pag<.SP-17 LLAevrnoo D.w October 15, 1"1 1-07 Lap)Relatkaa and Raptasiblluia W the Public 147 LMW Rnd.tloae Sad RespomibilNia W the Public 5. All other ucututaW Mraaaaq for pmvuJmg Clare A or traveled without damage W the work, whoa danger w toff, B wnatrucaan sign tewrd.g to the aPprouW toff. and withom oar-way poomid uaffc control.Th.Eng--coal be f --uml plan(), the wk jW ge u b ufieNm or not pi oty:L Wn be dapamed wN 41aa.Ymaiid-PwF , -lad-«-•rwr It 'eaewwn 0"working bnun. If Piloung or rcquud aw working hours due to cirelourar or neghgvue on the Part of the Contnoor to property wW4ion the work a ctW end of the day,such pdoung par eau shall be borne,by the Cwsanor It the Cti.=g Agancy ratawwd u remarking We Pig•the Wore clurgd to the C.no& or will a{aha-brrfwr,. include the pilot par,ube Pilo nr driver,and dec e..a flaggen. The Cowacor Shed be responsible for ptouwor of do , work and!toff u ad Unua rcg aa flagging ardl of g and pdo car »ly-aw-aP-awi-wamnvNtin serv,ws fumuha by Nc Contnctmg Agency, and Nc All Contractor•ha be table for demaga aW iy.. .feral by erne,new for the work to provide Calaa.-u muvurmn Sigma woo of th. Connnaor. opentaM or any ncghg. to shall be mclWad in the,una wovaA Pow Ior the v.noW other connection the,ewrth. i Iitemr of the,cork m the bid pmpoul,or be included in•Tnffw Comrol•,Lump Sum. 147.27(5) Mrhuurement and Pay,nmt for Traffic Signs,pow,Wr supports dal art kn,stoke,dnetmud,or Control which the,Engine,dams w be uruccepubl,, while,th,ir uu s mequLmd on the projem, )all he replaced by the Contactor vnthout ad,"nail compenaswn. I-07.Z1(5)A Cameral Mien ue bid prop..I does not .6.6c, an item for any 1-07.2i(d) OrteK'ay PSlold Traffic Control Through necaury toff wnwl, 1u cuSs h,r traffc wmml Shall be Cosntructicn Zone m,kded, by Nc Contnctoq m N< unit contnu Par< Pr the vans.other tan,of work m the bid p,;estu.The Con--tor Tur consuucwn .... requ:rea the traffic be shall estuuu these costs bud or the Comncwr's:one..PlAud mamumed on a poniun of the roadway during the progress of w.-k procWutae. th,work using one-coy pilolW toff wpm; J the u the cue. Ahw traffic wnuol some an mcWdd N the bid pmpaal. the, Comracwr's oprawn null be confined to one-half se Payment u LnuWd to aW folkwN%.w: roadway,perromms traffic on fM othc,Self.If,m the opinion of 1. The write .,Wv%euo. .rea under contract and for s v,e Engineer,on,-e•ay Panora toff.canal u ruccaury,a Shag dutaMe to include the Vital w.mmg Sigma for the be provided lot to one of the folkwmg manMn: tegmnmg of the pm*- and ua cod of construcwe, Cw+ranrP.ag,a,y- sign.Any coming sign,I. side m.d,on the app.,,4 w "fr. corvol plan .m aL, hrcludW. If the .,w ,s-yin-6arraws.sir.-n.r•gagga,ews.s eea4yal(wyyaa-srey cornea of tw or more ew,ion,.the 4mry all.pPly to cash....udivdually. 2. A ddour pm•uled us the, plans or approved by Ne Ant Engmwt for by-pasamg .11 or any Amon of the, vidaLYn wn.truaion,irre.pe.ve of whetner m mat the unn. limiu of the wntnm. 7. The.WI point of entry w or cmumg of the public mad lytwm from Contracting AgwcPfumuhcd quarry,pd,borrow,or wuu Siva,or from Ccio acting C..am.awG Ageroy-fumuhd!uul m.a mrvmg thorn.iva, whw CWaranar-Pa,auhd One-war,Mired Traffic Control. outside the luniu to I above The Contactor::all fumiah the pilot aria)and dinar(,)far No pymwt uC! be made w the Conm=r for tnffine , Or piles car co,mml.. My raw sary O.Urrs .hall be comrel 4ems required m covucwn "It des movement of fumishd by tnt CenuaewrwV 9wawr+ e,qutpman or tM hl AmS of ma W.I.Wade the Iimie of 1,2, a7.Hi.AR4raQr6ww,aFLabae and 7 awv,. Nhe the,bd proposal includes an arm for"Contactor The provtuom of SW,tion 1-04.6 corn rat apply w any,elf. Piloted Tnffc Control."meuuremw ad p.ymw will be control or toff¢com of uema.However,the i n"aelinr.n.w as pmvdd in Swron 1-07:J(5). -af-TraKK f:ontrol" will be wmdcmd for an 'When the bid proposal done not melude tuck.n i'sm equ"bk adjmtment only wbm the wed wntrao prize mcra.... , and the Engineer dam,4.M,,p.w to control tnffr up or deewsa by mart Wean 25 perrcm. Nu muener,the method of uk.l.ung payment will be the The meeau,,poem aW payment for the items vclWd in the same as pmvidd m Section 1-07,23(5) for "Contactor bid propW for toff.wnsol was mcumd wNN the limas of Notal Tnfhc Control" .fur the quam4y for that nem 1. 2. and 7 above will be nude to the Contractor by the e.eed,lac quanmy to the bd proposal. Co:vnwng Ageni a ducribd below or as docnbd in du M Winded.. Parma. the Cont ,,W, .hau, a the <W of $Pain Pmvukns. ach ay. Its.,the wort .m in such condition that a inn be Page-SP-IB Revnson Dam:October 15, 1"1 I _ —J I !- 1.07 tnal Rdatioas sad RespomiblGties m the Public 1-07 Legal Relatinos and Rnpouibilitia toib,Publir it + 1.07,u(sB Mns°rassusl r p 1. Na spwifx una of mnsurameM Will app1Y b the lump 1 rvm pcm of eriraarM^.a"riF•/'M"�'��4 tnRx rll-�a bba,aana'�Taea wrw..l�lau�''� 3 L: kwa+a.re6-krl+7nwns-L'D^Paa�w an a Wl'1'cr1�"`R^e1� nwau.e+ „Pa'y'^'a"s' 1-07.LT(5)C Pa)sn,nl Trafk l;oottml,' 1 a mp.um lam x•ua. � +atoll be full pY br W-7iliiE-iw/F.�.rWs^t}"b°r" .rt+uY sf. aP'_�/r y.. ncma m urc t I'd 1111 W for bum,mP ':,U1111g.mamuin by,and rtmovmg to Rc mnvol dt xv 'Nuumd by N, aM u durc utd by the Engmur in �� 11't motorman.,wilb.1"Pted standard,and in sucb mauer as m mWimat safe), and muimis, db.ro9tioa and iamoecaic^c,to th,pubU. - p.ograa pymmt for Nc imp Sum bem 1 ,w«+++.+f-Tn T.M.CoaVol"will 1 M mad,u fo0^wanl.ei- - Wbcn N,miwl wmmL llgnl fat tb,bcgmnmg ofl Ux p.o)ca and N, W of mnst Wft signs art y mlulkd and aIpm•nd by the Engi^oc..30 prnm of I!W amount bd for the um will be pd. „y�.Pacilw{'n--1l:aen 09,Efa,•laler.T{w�m nnsanl-.'IwFs^.+G�ersaw�o( b. Imou, fur dW *nna wd) 70 d.., of t d amount bd for N,mm will be pad on a pm.gms. .uia in auanla.xc Wim the Iaml job ProLw u . dac.mvxd b)pmg.us PaYmcnu. c�...aa an full P l wnab,. � Page-SP•19 Revision Dam:Oetobe. 15, 1991 ..J aa.w. { 14g Proxeutmo and Progress ILg Pfoserulaoe\ad Progress r fR be stgad by to private P-PvmT owner,or proper authority f acting for the owner of It r Private property affected,statim tw that pomnmiam bets been granted to use the property and all car.n-Ise-\ipa-Jek+wwFr.-�e-t\TrnW-frewrrJn eve: , coconut Lave been obtained or, I. the rut of \ release, that the retoralioe of the property has been satisfactorily scmmplishd. 71e sulement shall include the 1-07.24 Rights of Way pared Dumber, add,., and date of sgnature. Written reksses Wab be filed with the Eo6ioeer prior to Aocepumce 1-08 Prosecution and Progress w..k 6— no a. street right of way lino, limits of esa menu,and limits I-N.1 Subconlncting of construction permits will be indicated on the Drawings. Work done b the Conacar's own or an on shall The C000se Limits, mnsess,carr activities shall t confined Y g within there limits, unless arrangements for tau of prim ueoum for u lute 30 percent of We tool ongwl con of u.e pro Pemy are made. mm.zt, Before computing Nu percentage, however, Nc Generally, the ComraeCmg Agency, will have obtained, Comnetar may subtract (from the . a * wl . I, Itieat prior W Bid opening,all rights of way and mseeneou, both Awarded Contract Price)the was of any subcontracted work permanent and temporary, necessary for carrying out the on items the contract dmigru ca as speculty nomr. completion of the Work. Ezceptiou to the will be noted .a Work performed to mac the requireccmts for M9E and We Contract Document, at brought to We Coouamr's WOE uC1uatba will be wmidered specuby:teas. IF oftendoa by a duly iuued Addendum. The Contncar Wall not sut+contnm wort taut.. thr Whenever say of the Work is .ocomplished no or Eogtclr approve t un ting. Each rcquat to subcontract shall through property Aber than public right of way, the be on the farm the Eoguwcr provWoa, If the Engumer rcquctu, Contractor sball meet and fulfill fill eovenamb sod stipuhtious the Contractor sail pmvidc proof that the submntnct Its s to easement any eementagreement obtained by the Cootracliny cxpcncnce, abiWy, and equipment the wort requvm. Thc Agency from the owner of the private property.Copies of the Contractor tall recount itch ubcontramor to comply with „ casement agreements will be iacludd in We Contract Scetian 14)7.9 and W fumuh W certiGutn and sutemenu Provisions or made avB\ble W the Cocommor as soon as requi.W by da contract, practical after they Lsve been obtained by the Engine. Along wrath the request to sublet,the Contnaor saO aubmst Whenever euements or rights of entry have not been the wnu of any contncung firms We sObwntnuor pmpcfa'o acquired prior to advertising, they will be so noted on the use as agent. Colloctively. Neu agent, shall not do work Nu Drawings.The Contractor shall one proccd with any portion exceeds 25 percent of We total amount subconcnaed to a of the Wurl in area wbue ryj4 of way,memenu or rights ubcon"mo, When a subeommmor a naPonlibie for of entry have not been ac7uved until the Eagineer cortife ta constraoian of a specific structure of structure. the lollowng the Contractor that the right of way or euement v.,."ble work may be Per(orrnd by ageou w houl bctg subiat to the or that the right of entry has been received.If the CO.V.cWr 25 percent hmstsuon: is delayed due to \cu o: omrttias as the part of the 1. Fumahtg and dnvtg of pBing,or ConVuting Agency in ob'sining easements,rights of entry or 2. Famohtg and Wsulung concrete reinforcing and pert right of way,the Coutrac.or will be entithed to as o *con of tens....stall. tame. The Coouactor agree that s.b delay tall not be a Excep for the 25 peraam lied,agents shall men the same breach of cantrart rcquucmcou u auhonmctum. Each property owner sail be given dig boon notice prior The 1:ngincer wW approve the mqueu only U sawfied with to entry by the Contractor. This iocsude entry, onto the pmpoud vubcrmtramar's record,equipment,expcnmacc,ant enuments sad private property when private impm,emen:',a abcbty.Approved w mbmnuse,dull not: mast be adjusted. 1. Rcbeve the Comrsaor of any responsibility to airy, The Coatfamcr sha7 be rupomible for providing, out the contnm, w;Wout expense or liability to the Cantracring Ateacy, any Rcheve the Contnmm, of any oth1suom or liability additional load and awns Norm that the Contractor may under the contras and the Com ater's bond, dmire for temporary, camtractimn facilities, storage of y. Creste any contra, between the Contruung Agenry caateriab,or other Coousttor acA.However,before using and the suhcontramr,or any private property,whether adloi.4q,the Work a- at.the a. Cowry to the mbo uam.n r any rights agonn the Centractur Wall file wth the Engineer a written pormusua Contracttg Agency. of the private property owner, and, upon vacating the 71e Comraotag Agency well on,consider n sabwntnctt&'. premises,a written akaae from the property owner of Deb (I) Purchase of tad, gravel. crashed tame, cruthed fug, drapery,disturbed or otherw-ist iaterfereal with by reasom of bauhd concrete aUr-.;stet, ready ra cenemt, hbnuad roosVuctioo purtued under this contract.The ftstemen:shall 'uumursl 1-1.and U. other mataru , aupplaed by umbl hed f Page 5P 20 Ravisma Date. Ocwher 1S, 1991 r 1 1-0g Prmecutioa and Progress 1-08 Prosecution and Progress ad rccogn2N commacul punts, or (2) dcbvery of Neat adjacent to the construction area, iodiuting the duration maleruu w We work sit:m Ia W owmed or opened by such and proposed time W acoess closure to their property at all plants or by recognird commcrcwi haubag wmpantes. times. The Conuamr shall rcMfj to the amounts paid to any DUad•aaugd, Minority, or Womwl Butmess Enutpmes 1-08.1(2) Hottrs of'A ork fume that wort suhcontnemn or "'a" on the wotna. Thu ecru6cation shaU be supplied wrW the P.1 Contract Voucher Ea<ept in the sate of emergenoJ tar unlns otherwise Cetufica ion an the form pm.drd by the Engineer. appwvd by the Contracting Agency, the annual straight If dusautfsed wth any pea of thc auMuntnard wort,the time working hours for the coatraet shaU be ring consecutive Eagwer cag y gy request la writing that U,e aoccommotcr be &hour period beturew 7AO a.m.sad 6:00 p.m.of a working rrmovd.The Conusaor sMU comply width Wu req.u once day wait a maximum I-Men Inocb break. lbe normal and shall ran anpay the roboontncwr for any R,Mer work straight time 9-1sour work'ug period for the contra.shall he under the contract estabLuhd at the prewastrucuoo conference or prior to the Cootnrtor enm..4 the Work. 1-0d.l(1) Proromtruclion Corderena If a Coat raaor des'vea to perform work oa h.hd.y,, Saturday,, Sundaes,or before 7:00 a.m. or after 6:00 p.m. The I.sgiueer will furnish the Cootraaor with up so 5 on nay day, the Cootraclur shall apply in wTitwg w the copies of Ib< CoaUaa Documeau, excluding the two fully Engweer for permissioa towork such times. Permlesioo to executed copies. Additional documents may be fur.6b d work auger than an 9-hour period bnwen 7 00 a.m. aad vr,a -post at Re rest of reproductiva. Prior to 6.00 p.m.is not required.Such req.fU shcU be sir bntimd to uoderul la eau. pan of the Work the Contractor shall the Engineer an later than.wa oo the working day prior to carcr:U! • y and compare the Contract Docvoseats and the day for which the Contractor h.equestivg permusioa to " •� rbw,k on. .crlfy pe . wit figures shown therein and all work. applicable field messutements. The Contractor shall Permit.to work bdween the boon of 10:00 p.m.and promptly report is wedin[to the Engdeer soy waft"error 7:00 a.m. during weekdays and between the hours of IC 00 or ducrepaacy which We Cunaacwr may discover. p.m. and 9:00 a.m. on wnkenda or holidays may al be Alter the Contract bas bee. aacut d. but prior w the subject to anise control requirements. Apswr.l to wminue Coaractor beginu rag the Work,a precoustruction wafowce work during tkmt Mon easy be revoked at any time the will be held berwee. I CcaVacwr, the Engineer, 1U Co.tsactar eacrds the Coatr.Wit, Agency's noise control ..,. sutconlfsetors, utility atpartmeoq quasi public utisty regulations or complaints are received from the public or way,wim, aad such other iaterated parties as may be adjoining property ouoers regard.& the wise from the wvdd, with Lot, place, and date to be dewrmied after Contractor's operatium. 'Me Cootractor shall have an claim awsrd of the contract. Subsequwdy,a representative of the for damages or delays should such permhsioa be rooked for contractor will attend a weekly waference to review progress these reason. and discuss any pronkens that may be lowered, The time, Permusiou W work Saturdays, Sunday,, MUdaJs or plate sad date of that weekly meetings sbAU be esubfssbd at other thao the agreed upon normal straight time working the pre-construction conference. Mun Monday through Friday may be given subject to The purpose of the prawastructiaa conference will be: eerUw otter conditions ses larch by the Contracting Agency 1. To review the!.itisi progress scbeduu; of Eagiater.These woditiom may incb,de but are not limited 2. To establish a workiag admusedir, among the to: rega,rwg the Eogiowr or such avlaunts as the Eoglnter various parlim associavd cr affected by the \'ork; may deem necessary to be present during the Work; I. To establish and r.,wa procedure, for ptog.-es requiring ;be Contractor to reimburse the Contracting payment,notifications,aPproeals,submituh,ac.; Agency for the ant of salaries paid Contracting Agency A. To establish norms:•mrk tog hours for the N'ork; enpaym who worked during such times; considering the S. To rtview safety..ad.,&aad uaffa control;aad Work performed on Saturdays and boiidsys as working days 6. To discuss such allure related at. as may be wait regard to the Contrat, Time; aad considering multipk pertinent w the Work. work%Wu vs muhtple working 'p•r with respect to C.mtraet The Coouacwr sand prepare aad submit.t or prior w Tint rvn though the multiple shuts occur in a singk 2..hour the prpmmuueti..media&the follun ag: period. Assutoats may iad.de.but an not limited to,survey 1. A breakdown of aU lump sum hems; news: porsoo.d farm the Cuotractirtg Agency's mderul 2. A list of proposed subcontractors; tcstiog lab; impeaors; aad other Contracting Agency J. A preliminary schedule of working drawing employees when, to the hopping of the Engineer, soch work tubmituU;and omessi ates their presence. e. A Litt of material scurees for approval it applicable. The contractor sbaU notify The City of Renton at least 48 1-08.10) ReinbuRernent for*=ry%e work cf boon prior to commencing work. The same notifications, racting Cont Agency Employees shsU be provided to all emergency servces, by diking 911 from a pleat wub a Reason eachnge teleybout number. N'bar the Contractor elects to work as s Saturday, ,r sod the school district when working within a roadway right. Sunday,or olber boUday,or bogey Wan ao s.hour work shift i of-wq. The contractor sb.0 alas .m8y property O..ocrs on a regular working day. as defend in the Standard T,gr-SP-2f ,J Revision Date:October 15, 1991 l� 4 r- I) 1-0g Prosecution toad Proteins, -- I-" Prmecutba and Progress , rI Speeifutiom. fuck work shall be considered as it mime work. On all such o•ertime work so inspector sW0 be present,and.suety crew may be required at the discretion of the E.Ruteel. The Contractor sbau reimburse the Cc.u.cW g Agency for the full amount of the straight time ,'asr•r'.d+gawfs.b ' puts overtime mou for emobyea of the Contracting Agea cy requu ed to work O•ertimr hours. The Contractor by those SPecifratinns does hereby save,..-+....✓-r-Yrwe'rse"A-we+s-aeewrME+a^-"wl�+an lulhorue �the Engineer to deduct such sets,farm the amo.M 6 esavaar--A-V wJs+ArGr se du e Or to beamme due him. 108.3I1) ProjmA Managssnent Software The C41 of Renton nses 'Nf—ft Project•w 1.0' a prepare progress scbdaln and charts. The Comracar a y_ew.kya-,r-6nti-neee-r ,or.....d to submit the scl dula requued io section 1-08J 0o dill,in(be'Atkrosaft Project•ec 1.0^format Gesrtne.es-sMlFin Mwn.bt.#ewa-t - I-0S.4 Prosecution of TR'ork F cb a ccessi•e working day, beginning with the Notice �aat- ?wal.nder to proceed Date and ending with the Actual Completion Dam, shag be charged to the Contract Time as k occurs except a _ As G day.,Wrt o!a dy wh,b a designated a ...working day by the Engineer. t �� The E gioeer will furnish Wt C sitracto. . akly report e rn�+e-af showing a number of working days cbaMd against the nowCono-acl Time for the protecting week, the number of working days speeifid for completion of the Work. the iave`ea, W number of working dap rewioiog to complete We Work, Notice to proceed will be gilts after the contract box nod the estimated Completion Dam. The weekly report will beet executed and the couvact bend .it nam.ce of D< correlated with the Contractor's current approved insuraxes hart been oppro•d and fume with the Contracting progress schedule.If the Contractor elects to work to hours+ Agency. The Conv.<tor shall not commence the Work until des•and t days a week Ito 410 schedule)toad the fifth day of :he Notice in Prated box beta gi,ea by the Engineer. The the week in which a H0 shift is worked would ord'usirdy be COntr.m,r shag commence mnstrucuo. smi,itles 00 the charged as a working day than the fdtb day of that week •W Project Sim within 10 dap of the dam specified in the Notice be charged as a w•k'tog day whether or eat the Contractor to Proceed. The work thereaer ft shag be prosecuted --,� works os that day. d'J'cgandy to completion within the Costrsd Time The Contractor will be alb»ed 11 calendar dap from We dam of each report is whkh to file a lid-praat of an 1-03.S Time for Completion alleged dlscrepauy in the Contract Time as reported. To be The Contractor slug coreplesa all contract work wall"We considered by the Ecigioea,the protest sba0 be in suffa:ient number of`working day.' stated in the spoc-1 provision-or as deUO to enable the Enyinter a ismxrta:a the basis and nterdcd by IN, Engtrer in ccurds.. wth Samara I-08.9 amount of time disputed. Oth rwe. We report will be Every day is a"wilting dty"unless e is a Saturday,a Sondav, deemed w bare been accepted by the Contractor as correc- .day on wkh the mntnet specifically..upends work,or one of The Engiceir wig give the Contractor written notice of in, 'hex holiday, January 1. cnmplaion dam for.0 work the manse a regisua.That dam,hW %M A )�.g-Fsa - , Memorial Day, July t, Lthor Ds hi n y, c..iUWW e dace of umple,on of cast manna, but shill not November 11.Thanksgiving Day. hit day sf.,Thsok-Siving, unply the fiee•wry Contracting Agency's accepu"ee of the and Chwm'o Day. The day before Cbretma- shag be a work or Nc comma. holiday.ban Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas 1-08.9 Liquidated Damages Day occurs on a Monday,Wednesday,or Thursday. "Tea Tune is of the asence,of hie mntnct Delay-u'convmicnca Christmas Dry ocoon oa a Saturday, the two firm .9 N, cmv,Wg public, obstruct tnfrW, inmrfen with ad delay wrktg day. shall he obser•d sit holiday.. %best commerce,and.crease risk In highway user. Delays also con Christmas day occurs on a Sunday, the two workbg days ux psycn urelue sums of money, adding came needed for folbwtog shall be observed.,holiday,. .dmtemtbn,cnttartg,inspection.and superv.W. When any of toe ht,Mp fall on.Sunday,dW following Because the C....ung Agency furls 4 unpractical to Monday.hall he counu d . nonworking ay when tic no,d.y ukuhW hie kul.clu coo ds dar, d has adopted to folbwag fall on . S.turdav, .laic pradi i Friday sh.0 be counted a formula on ukulau,Qu'datd dtmgo for failure to complae. contract on wat. nunwork:ny day Page-SP33 R"i"rn Date Ckt'+"13. 19Q1 L .J i pt 1 t. i ,+ 1-09 Men,..mw..d Nymeot Y i 1-09 Mouuremal and Pgmm ! s ------'-- be dorms an6Yr7 for barricades,.ad w.tobmm sabiC<,u } AocordinglY,the Contractor agrcu. ubr saf,J and for the protatino of the ske ana bat _ 1. To pY Neooed4'¢to the followin6 formukt tiquiNud for p ui menc The(icon,will be pmbidd keys for damga for uch wortin¢N) heyod the number of .1 fl ad N p .r .0 fenced..reared um. j■pf ,Tork�r,g drys u, Fag d for dodoion.and 1. To a.honn roc Enginur m d-1 cs roue Lqu- o'c ,i.nugea from any money due or coma.¢ due to ore 1-0Rn Aumtlion m work nal aneotioo W and Contnemr. Thr matraetor shall gibe his h,t i Shaft super•or the work m Ihr md'hat Y sWU be pruautd fsMfuUr,sad wbm he k nea Pe"'a"BJ Persenl m tb<.cork LIQUIDATED DAMAGES FORMICA r raenkd by . competent O.ISC sae, be eb.0 a all rims b< e9 to ramie the LD T fuperutcadmt wbo aMU hall fub.'od kbor wvbout delay, _ darn. per umrlung yme.and b supP17 m.uruk,took W ere: LD .y(founds We .ad rba sWU be the kg.I npramu4ait of the wovaclnr. _ yY(founded b the rural do 1 1 COriginal contract amo n, The mou.Ctor t d br 1'rd for the faithful obterbawr r. T .Oflgwl time for mmplaron. .nl iuwctlom dt,'"red to him or m hb .uWorvd reprmrouti.e. 1-09 r'Ieasurement and Payment i p _ 1-09.3 Scope of Rymmt For overruns a` The ymmt p avOod for to dsc corona eWft be full contract time o -Ims afar tht date so"tab Plud,the fomuk ment Wr Contraetor for: for bgwd.wd drrragu shown LWvC w D nor a ly For 0""" p•Y 1. Fumi h.g.0"Wri.h and Perin"..¢aft coast order .W the tubtunWl m.p1w.r,d.u. the corns(.eluding elunlea in the woek,nuuruk. to contract time owumn[ k manner. 4quid.td dams{, +MU be .sued on the buy of duccr - or pkn.)in.comPlat and rcoeptrb of wWtc•er coginmrOt and rektoC w+u...grab. to the Prole unW she Aft risk, bra, damage. or expCeat data of .oral wmpkuon of .11 Nc co rk u rom 1 Thu cluncter eruing out of the wurt of pm ecown of the Contnaof +WB ..phis the remm.g taro p pry work rd Poniblc. IJPon raquut b)she Pn1as Enginctr.the Contncmr 1 yy expense .marred resuhing (earn a ...pension or +hall hmuh a.,enwd huk com for p,.'[the wnel dycunnitinuanu of the work u epwifmd under the u anidctd d.mr[o . tot to .sued for.no days for corona. which m extension of time geantod.No dducuon or payment The paymw of.nY .coma or ruaNd Pteunuge dull Of 4quid wd d.mrgu,iU.jr an)degree rekasc the Contncmr fnm 1uMcr ob4guiam and Wbibsiu to ..plan the ensue no• rtbcve the Contractor of elm ob4gation to mJsc good any defuuve wet ae mews".. ul .into Provide oNewac, contra. and arr to Unlut ore pknt and cpCc p•+r '•'oe Uquid.ttd d.mga do oaa include, the. non corona Priam for ore varmus bid. dam sWU he tuft a(rem rota for mPortioo, .upa•iyb., and aa.) c W.el d.m.g and contract Payment for all,baba mtorrcb,rupp4ea,egwpmau. Ilan irate kgJ apestse. ad man rasa incumd beyond o and al nthcf Kings fequud to comPklnly imoepo comPle6o. d.u. Tor cost of Wditioaal totPtam woo u dmugh the aem were to rend"N Pka." suoabktoo tbaft M .a amount equal m actual s1l.r7 cost If the "P.Yment' ckute . den e1xdm.4om, foe an raw PI.,l Do percent for o•erbend. intludd to ohs propoW. coven and comdera aU cork and m tarul essenual to that arm.Nee ore woek Or�ertaltt%"U ram 1-0g.11 Contrador's 1'lanl and Equipment be m aSIrd or tad for undte ar.'"b.icon Y DPra The contractor moor sWU at sB timer he rmpouibk for ehc, m .the Proposal or spmsf-Aione. the adequacy, elrrdencY. ..d sufficiency of Eat .ad his CcNin pYm et perm appuerng u,d.at Spori(wtbns may t e ads uacy, Pool.tad equipment Th<Oooa tWft base be rand tothe Dk^'u"d 9mpnul to:ncl C " the right to make ate of the re.tr.aar't pteot cod I. TM wordl "Foe Structure.•. ••Foe Comsat 2 p..'r. pex( '.sacs of so cork on the site of the "For Bndge,"an. -Ab the toms of clvihmg specs& equipment to tbt o J rye of the kcm:or work. i .ens shell 1. The words"Site(Sou Derigeuuon).'viN rt road of The use by the lhaa or.uch Pknt and equ P clan to where • .pw�fic aan of work u to D< be comidered u eu+.work aoa W'd bar accord'.gy. h e NtiOn the Owoa nor the mgmeer usumr .rl performed_ respomibilit7,.s a.1 time, for We saurk) or the site from Modificaw- of paymrnu amm to tot manner shill a no ..• the War mou.ctor's opentiow and the Own W EThe way lion ess mod'Jud oWawise in the(:anuaagProeisi w`the L acceptance of the work bl the engineeru referenced to br "PalmenP <but of mau.emr abaft MPby sacb ma.ura as additional fencing, Bid Item Uaed Fog,5P-23 ti " Revision D.to pCmbcr 15. 1W I 1-09 Messuremnt mod Paymeed 1-011 Agensuremst aad Paymna r Ieach Ser[mn of the Stan sed Spvcifratuos, will be the poly items for wblch campeasa4aa ,,W be made far the Work -.t described in or spesdiied in close particular Section when the H-YrfwMr< Cow~performs the sparari d Work. The xords "Bid Item," "Contract Item," lad "Pay Item," mud similar terms used throughout the Cootrart ' D masts are syoonymaw. oBar-ply If the"payment"Cuss in to Sp rifutiow relating to soy and Bid Item peke in the propmal Form "ukes that (r- said ..it Bid Item price carer sod be ca.Acted j. Wfi .6 , compeassWo for certain work or material essential to t< It ell a I by hem,lbn the work or material xill no,be meuur,d or peril I It Ma for under soy other Umi Bid Item which my appear, sp-rekow-M�wrwrrnrp ebewbese in the Proposal Form or SPecir allow. Pluralized mut Bid Item appearing m tbear Sperifcatuw are changed to:w..elar form. Payment for Bid Items Listed or rdvraerd sa the 'Payment" eLause of lay paitJ ular Section of the Spec':fcatlow shall be considered as including all of the"ark reyu4ed. specified, or described in that partcutar Secwa. Payment it. xW Resera0., 1,e :uteri geoerica U, to be SpeclTcatiow,and sptclk. I L. the bid farm. "ben items eltike h.-+.ith..N-ir+xrMwmsear.artd are m be 'furrbhed" under one paymrt mesa and is F. weea MQeM-dIFMMeaab "installed"under •outer paymeo, hem, such item, shall be Are d a c li. W we 4, aloe-Fksal.-GwwM (unbhed FOB project site, oq if IMLried in the Spreul -final--a<r<pre<rlas< i Provislnr,, dcL,,,d to a designated site. ALceriab to be e6<es,an-i-W1A- "furnbhed," or 'furnished sad imtaBed" under tes, conditions,shall he to rcapim.bitay of the Contesctor wit regard w storage until such items are incorporated into to Iaw• Wort or, if such items are mot W be incorporated into the xork,e ".,red to to applicable Contracting Agency storage 1-09.90) Pngress Payments , t site when provided for in to SpecT.Guw. parental for material "(utoished," but not )e incorporated lam to Progress payments for campleted work and material ma Mork, may be made on monthly abonstes w the Meat head will be based upon progress estimates prepared by the allowrd. Engineer. A progre - estimate cutely date rill be established at the precowtructioo meeting, 1-09.9 Paymenu Within J days after the progress estim.it cutoff data(but aol mu a often tap ooze a math) to Comracme shall Ase-ba,+-of, 5 It q submi m the Vaporer for review an Application for Payment, filled out aad signed by to Cmersutor, co,ersag p,y*tmt+. to xork nmplesed prior u to progress estimate cumR date. The apphicatiom for Paymmi shall he accompanied by dorumentatioo supporting to Contractor's Appllcacica for Payment M-mantkaLeae4,tpn 7Lt initial prugresa estimate will be made oil Later than 70 days after to Ca.tractor nm meoces 0, Work, ad i succes,i.. prog,cas estimates will be made every mooth / F Is 5 No teenfter until Ace".e. Progress estimates made during progress of to Work are tenuti <, rod made met, for the purpose of dreerm in tiq Progress payment 7be progress tow p1 maemiroahrwsd. estimates are subject w change at toy time prior to s Acceptance Date. The,aloe of to prai t.timatr..ill be to wen of to alto iog: 1. lied Price Item W me Bid Form-to approitis aw 9umLV• of acceptable uoita of Work rempined multipued by the Una Price. 1. Lump Sum It,m w the Bid Form -to estimated percentage mmolrce multiplied be the Bid Form Poe/-.a,xras�Atex,br amount for ocb Lump Sum It,., Page SPQr Rrst,ion Date. October 15, 1991 J r J r V ' 1-0u Mnsuremeot and Pgment 1-09 Mosuremeat and Par..[ }, Nu erub on Hand—90 percent of inwiced says of further agrees to assumr all ruts W aaoectioo with the m•urul delivered an Jobsite or other storage area u.estmeat of the retained pereeault,in securities. I o pprved by the Engineer. Relea nm .. se of retained peuse ill be made JO dan a. Cbaoge Orden — eatidement for .ppro•ed ulrs f.W iog AaMpume by she Coo..xruag Agency pru•ided the cost or composed extra work M d.ermutel by the folbwiat cood'dict.are sees: Eeguseer. I. Releaser ban been oNaioed from the Suer progress Wysemt will be made in accordance with the Dep- ant of labor and ledustries, the Stsur of progress estimate ks.: M'uhnAw. FmpYrymeat Seeurisy fsrpanxr,u', •ad 1. live(5)percent for retained p catage all other dep-rlmmV and agencies haying I. The amount of Progress Pgmmv presbmly made. jurudkUo.o'er she activitis or the Contractor. 5. Fund. withheld by Owner for dubunemenl W 2. ()a contracts mulling more than $20,000 00, a accordance with ere C..vcl lher.."U. release her bona obtained from thy Ha<huw.. progress, payment for work performed shall oat be Suer Department of Re•<nue. widens,of acceptable performance or so Admission by the 5. No claims, Ailprorrded by law, ban here Pd CwVoctiog Agency that any work bay bean sawNemrily against the retained perceatage_ - cu..:pleud. es, Afrdavi of Nat. Paid is .o fk wnh the P.ymynv w:U he made by w.n.ou. u,ued b! the ComrActieg Agency for the Contractor act all Cuovsetin6 Agency's fecal ofrwer, against the apPropruu Subrnova<Wn. fund source for the project. Is the event slims arc filed shy Contr.ctar will br paid .retained percentage less ao--real.-Irikm to pay any 1.09.9(2) Retairuge such c,,Mw together with • sum determined by the C,am,octmg Agency efficient to pay the cost of foreclosing pursuant W RC% 60.241 there will be reserved and an chits -ad w toner•varte•S fret. nuioyd from Manisa earned by the Contractor on entinates R.a W.ge will oil be reduced for any reason below the during the progress of the Work a sum out to aced 6`e mirsuaum"it provided by taw. percent of the ... earned by the Cn-U.cw, Such Maioage shall be used M a trust fund for the protection and 1.09.9(3) Concrncting Agency's Right W Withhold payment (1) he she Suer wish respect W tuie imposed and Di buns Crstain Amounts pursuant W Tide 92, RCN' which may be due from such Contractor, and (2) of any person or penoo., mecbaok ret , In . .,o to ... ained Pnrsuaat W RCM' 60.28, s.bcrotractor ear nu.erishmao be shall perfot An any labor e! Coot,..ter .uou,irm the Engineer to withhold progress upon such mrtram or she dobg of ssiu_ ntl W p ,.ta due or r.lutl as amount from say palmcm or - persons who shall supply such person a present or eots due v l'ontracmr which, in the Engineer's subcontractors with provisions or supplier fo carrying on opinion,may be oasaq to ruler the Coovsctiog.Apmcy's such work. mat for or to remedy'he following sileations: Meet.tese,ed uodsr pro'ubns of RCM'60.2E shall,at I. Failure of We Coov-cmr to submit and obula the option of the Coetraamr,be: sppronl of a Progress schedule. 1. Reuioed W a fund by the Contracting Agency uaW 2. Failure of the Comr-.er W remedy d f ajve Work. 50 days fo0owiog Acceptance of she M'rrk;or 5. Failure of the Co-vs.tor W Pecans the EDgion' t. D pmked by the C mIrWWq Agency W as interest- wkb a field err.. when reyuireA by the Special Dearing acmn.c W a book,Mutual wings bank,or pm'kslum. sa'bgs and ban suoelatbn, cot subject W a. For .•ertme work perlormd by Contracting withdrawal until after A acwtaoce or the Work or Agency p.wood. until agr.d to by both parties; 5. rack of construction progress based upon she ,l, Placed se.crow with • back or trust comp..! by F.agmoay, re•k,v of the ContrActor's approvd the 0.,umi150 days Ulowing Arceptance o. she gress acbduk which. indicates that she Mork Work.When the Mori,.rowed an to W placed W wW not be completed wimid the Cents-" Tmy. escrow the Owver will issue a check representing the W'bre eakulatWg a. •atkipatd tame c rerru., We sum or the mans.rearr'd payable .0 the back or EngW, will make .I{owseees for weather, drlan, is.[ mmp.vy and the Coov.wr jointly. Sucb approved aaa•old.bir dcun,-cad anspensbns of the check shall be..,.Led into bonds and securities Work. The smuant withheld under thin chosm by the Convarsc r and appeared by the ubpAr.9,APb will be based upu. the liQuidstd Owner and the head. ad secnrhi.held W esuow. damages .mono! Per day ad forth W the Special 71be Convacmr shall designate,the option desved on the pro'ulom muhipW j by she number of days the Crows Form at We time the Caov.ctor a eywas the Cwtraam'n approved progress schedule, is We Cnov.ct with the Conveying Ageacy and sbaU be part of the opiuiuo of the Engineer.Wdicater the Cnotra.may �, rontr.M. The Contractor W cbomiag optic• (1)or (2)or(5) aced the CooVe.Tot,. ogres to mute full rapomib'dity to pay all cost wbkh may 6. Damage to samher movactor -be- then a Accrue from exrow aervcer,bn,k.rage ah.,ger or loth.and evldyanl tbmmr nod.rlalm her been filed. I Po"SP 25 R,,tston Da, O.tohcr 15. 1991 as h. i I 149 Mea or.&a.d Payment — 1-09 Measuremcot anal Pgmcot 7, Fallon, to sthou6 weekly payroW or correct di,advaOtapd (DB), mioorUy (btBE) or women business underpayments on Contracof or suuo.vactor coterpru" (WBE)partcipati.g to the Work. Curb affidavit employ., sb.0 certify the amounts paid to the 1)8, gm E, Or W'BE g. Where the%onv.ctur but rid paid fees or churg" uhno.vacton..g.rdlest of tier. us publk sutWlaim or catu-�Pala1" wbch the 0.FedtraUy'rutbod Projects the Co.vaecor may also br (AnVarmf 6 nbyated W pay. fettua,ed an OKule and furnish the Cootr.ttio{ Aae.cy to 9. Fail., of the C..U.x to prrfo,m any of the affidavit ceniryi.a that the Contractor,bus not mteodeil.'by Cnovaclor's other obligations under the contract- kuns,gr.tuhv or gift end money yunuaal W Stan"1-01.19 The Contractor authorva the Eagweve to ant As ageot of these Speeifutiou. for the Conv.m.r d.buning such f..d• As ha•e bees If the Coatraabr f.ih, refuses,or h uoablt to.Igo tot withheld punuaat W this paragraph on a Gamy er partim wbo return the Final Progress Frtimate or any other documents are resided to payment- Dabuneonent of such funds, d the r,uir d for the Tonal acrepunrt of the contract, the Eng,am elmu to do w,will be made oal• after ONg the C..tr.rting Agency r"er•" the right W uo0alera111 acept - Contractor 15 .lends day. prior written uotict or the the mnvati Uniuw.l ace-punt+ will occur only after We Contracting Agency', intent to do so, and if prior W the Contractor, hAs been Pco•dN the opportunity, be written apo,ono of the 15 calendar dry period, rryu", from the vmur,r, an •olu.urU7 s.bma such slots d a Bales 6 not .chrvrd, formal 1 ou mints. f D• the vatdil dxu cy I. oo ❑action Wt commenced to resat e y IR of lhr claims.and .ouhGatioo of 1hr impending unilateral Keepu.ce will be 3. the Coov"w,but oYt protested sucb dabursemrnl. pro+ceded by certified bast from the Eog'avve to the A proper.reco.i-9 of all foods dubuned oa behalf of Ccov.ctor which will pro,obe 30 c.knd.r days for the the Contractor in accordance with this section"ill be made Cotv.ctor to submit the atrnup dwumeuu. The 30 t A paymeet made punu,ot to this section shall he cons,dereel calendar day d,dlioe sb.0 beat,on the date of the esimal, as parrot., made bode, the ;trout and conditions or the of the cre";,4 lever from tbt E.,.. re9u"ling the Camr.ct- The Caavae,j, Agency shall not W Wble W the aee"t.p documents. This rner..o by the Conv.ctiU m Coavacr to,such payment made to good faith Agency to unilater,Uy accept the coattaO -ill apply W If lepl action 6 instituted to dettrmwe the..Lddy or the contracts that art completed is ar .,dance ,A Section I. claims prior to t,,P'v.uno of the 15 day perk,: mentioned 08.5 or for coava ll that.re terminated its accordance with EaLorq the Engineer will hold the fund.until of 4clion 1-08.10. lloJaterJ acceptance of the contract by the the action or writce."Citmeol agreement of the part". Coov.etiag Agtacy don not to toy way retiree the Contractor of the pm,ajoa, under tuocram or Of the 1-09.9(4) Feud Payment responsibility W comply with .0 law., ordN.o.see .1A , r.g-A,U..c — Fedml. State. or bc.l — that aRect the Upon AwItteaee or the Murk by the Contracting ea,.0.'e. The date the Cnnvacting Ulu" u.'ilateraUy sign' -- Agency the F,al{mount m be paid the Contractor will be the Final Preurea Fstimav constauta the final acceptance calculated'wed upon a Find Progr"s Estim.te made by the date(Section 1-05.12). Eastior".Aeeeptade by the Coovaclo,of the Final Pay meat thall be.ad shall agnate as a reline: 1-09.11 Disputes and Claims, 1. W the Coptr,cuag Akency of aU cleans and all I:abihua of the Cootrac'nr, other than 'buns to , stated amounu as may be tpecifulry mceptrd in 1-09.11(3) Tune Limitationand jurisdiction writing by the Contractor; - :. for all things door or fu,O.hed io enooeetioo with For he 'by the p of that paints au N< contna n u the Work; wh,h o Caro ct tlu panic dot any alruof or ram..f,0.2 3. for ,try am cad ogtect by the COovacung burnt het C tract M tAs brought the Sour of W'utNrtda srumn Agency;and bons the contract MU h trough,whin 112 of the contract (loin e. for.0 Other claims and liability relating W or ar6Ly Nc Sta d rural Iungwn. a d a .f 1-05 1 gee the contna by out of the Work. thccU Suv of WAsAbpon, and ll u brought aped that any curt A paymeo,(owathly,final.rruinage,or Otberwve)stall cWm.cr uosAs err.awn.lute h brought Holy N Ida Superior pot refuse IM ( thlcd or the Contractor'. Surest from Coun of T ueaeaa Kim Coudy. The panic urdenuM and .oy oblig.tioo rryu'ved coder the terms of the Cuov¢t `Beet that the Contnctorl hJurt to bun{ sun whin Nc time , poc.,mems or be C-amr ct Bond; or .b.0 tuch paymt.l p,ad pro•dM'shall be a complcu bar to any...h claual or constiwu . waiver of the Contracting AgedyY ability to au.a of action. It ice feMat mututlly agreed by the pama that wr"tque cad am upon be Con of tmo�oroncy', Galt the when any coons or causes of action which the Contractor Assent W'hIBE Ordinance; nor shall loch payment preclude the ,{tout the Sum of W'uhm{ton artsh, rmm the copula art fdW COotnc6rt Agency from reccetring dam.aet, setting wN the Slav or wu.ted m noun.N C-,incur.lull perm,Ne Y penaltie, or obuNing such other remedin as may be State m lu,c.1, .,..to by rec a deemed nece.ury by permitted by taw, the nuts to uw.1 on e,.iwlmg the claons.or aeon.. Before the Work will be accepted by the Coovattiog Agency,the CoovNur shall submit an affidavit,on C,form ' provided by the Engine", of amounts paid to c.reified " Pdge-5P-36 R.......Date.October 15. 1991 F 1.09 Measurement and PaYmmt 149 Meaur.c.1 and Pgment 1 brought N•amgk atbkntion hsurNg and only.8cr vmplu,on 1-09.1_` Arbit titan of be cuntrsd.The foul o!Nose untuOWcd Osumi mute be In. 1 the. 3100,000 w oe ebpbk for Krusfa ion, evupt by mutual agrtmem of Ne Contracting Agency and Comncwr. 1-09.13(2) Administration of Arbiwtion In addimn, the Contncwr -gtecs -Ibunuon ptoceedags most commuu, by fb.& of Nc -lmemrwuoncd demand for A,bitntion shad be administe,W Nrough do, American shirrs...xishm 180 cakndar sty. of final K vane of Ne !I A,bttnnor. Aa05tauen IAAA) using the [.110 & .Altntwn contnn, Ne came .s any owe, chim or causes of Kuon as metbac. pml.dcd w mro Sen IL1.11(3). Mrne T cornea lent..of the NOMesI w Rcgion EcpMitcd 1-.scope and emat of discoscry ab&D be dewrmNd by Commcrcul Arbitntwn R.I.shill ha used for chums Krm wr N accordu u uiN AAA mi.. In addiuon, each win en a—oum less than S=5 000. pant for claims g,eatn,t an S23.000 sbau Krve upon the other Thc current unction of Ne Evpedtvd procedures of the pan, . "wumut of proof." Thc statement of proof-hau be Construction IMwtry ANswuon Ruka shau be wed served,coin.copy to he AM, no less than M eakndsr date lo, cis. with an amount equl to or grant con pM r to Ne Kbkrau.w hesrwg W shall uulde $25,000 and less con S50 O00 1 Thc udceuty. current buclnes aMnat,and Ut0OM.I 3. Thc current lemon of Ne standard pmcccI of Ne addtar of each.anus who will wuh a Nc hean.g. Conswcuon Indust. Annrauon Rules shau be us The Idc,'." of - Imes- as an upon if a aspen } for ekuns x.:h an amoum equal w of grater th-' wU.. a to be caUed. . statement as w d,e subject 550.000 end leas Nan SI00.000 These pro,doses meta,and she substance of the laces and o,UU.m on shall sue be used"co claims Unub an amount equal w which Ne sercm U eapecK,!to wuh, s wmman of or greater than 5100.000 art w be abualM by m,nwl the grounds for each opmton, and . ruumc of the agnement cvpcn's goslifiesuons,and Th.Contracting Agency and the Contranar mutway-a— 3 A but of such document that ubc pony intends w offer t,venue of any rumunt an hearing Ih.0 be xnNw the State of ut evldenu a the arbitnoon hearing Eah"party mey Wahwgson. King County and that any such hearing shaU be quest f..tn'he oNer party a copy of any document uoduurd wthu,sfu State of W'a thingwn,King County. listed. If such a nquc-t Or made. a copy of No Thc Conrnctlni Agency and the Contncwr m.1-Uy aline document 0.11 me p.wided xiLOrt file uis-"'days In be MUnd by the decision of the+,bf raw,and judgmum upon I nurvM - vom Io d.0 N q a e ua . ' she rrd b ..and rcndcy thea nm ry'rbnr m be enteM cat N rc The-ubitnwr may permit•party t. all a xrwu-nr oRu a Supenor Court of Si,ss.u.n King County. The dahion of the document not shoxn or included i the mumat m proof only aNitnwr and the sp.,fi, beau for Ne du-an shall be w upon ItsM.ing of good-UK w riting. Thc arbiwwr shab UK uue wIand u • basis for The fwdot, and dn,son or we board of arbivaton decmon,. tb,U be final and binding on Ne parties.Unless we aggn..rd I pan,,xitbin 10 days,chWenges the findings and dzanuon by 1-09.13(3) Procedt So Pursue Arbiwtion serving and filing a peshioa f.,r relicts by we supero. wun if the dupuw cannot b< naol.ed Nrough sdmu,utnu•c of King County, N'ashutgwo. The grounds fee we pnitiun procedure rmvtdd m Sccuom 1-0d 5.149 11.and any epecul for rm ,. are limited On -honing writ we fmd'.v and provulon pmv:dnd in Ube contract for naoI.W.of dtspuva.Ne deco oo. 1. h c oa repawls 1 for y s the I,-ul,m -, Contncwr stall advue Ne Engaar.N wTkl,g.Nit mandatory 3. 4 roo:rary a rue trr+u Uf we aoserses er ompiomt and binding ubitrauom h dusted. A demand for ubinuon slues Nersof: a. ` be feed by the Contractor. In accardanu w'N Ibs AAA mica. 1, Is srtura.sod Ur is sa h 'upon the atdaabtr rru and ,0.the Contracting Agency.and x,,h ile AAA Selecuon of the ta. m W.errv0ua Ne—svbm:m.,w ubitnuao. aye .,bunter and IAs adIn.Is on,aon Of Ne ubknuon-hall emceed hard a lAUUvl.n than wYpnn w der eca h: aeesW IorN In caordancc win AAA rules using ubitruon fmm the Wt a .ncins Ito+'' '°thus ad `°°"cx°ns baW u. ter dcvclopM by Nc AAA except tho for clauns strudel 53.000 e.idar..M-M a u.sW heariy. J coat tla N.M., Rcgion Espc t�ud Commetaal Arbnntton Rules,ubuenuon Kkaan ahW p„x�ad puntwa w Seaion 55 The arbkr,ttoa s hall be amodurted a Kcs-rd-ucc with we of she Es,,,Kd Roudun oc the ComtrunIon Industry -aluus of we Suu of W'ahogwn and mutt dsitoa A,bdreuan RUka. Atbmratan shall p neam utiliring NO governing such procedure. appmpm,,mk of Nc AAA u desenninnd by she deal,amount The costa of sorb eirbitr.W. sbau be Write equally by t of Nc ctnm as provided so Secuon 1-09 13(2). he Cky and the mnvKwr unless as at we Werd's mVonty Ilmuo,ved d'uputel which do no,Nvollc levy or Impacts Opw,ua war we mnvscwr's filing of we omtest or Khoo is to unchanged work may be brought to .Almon during Nc caprkaw or w Ibuut reasonable ruuodatoo. in the latter cnumc of Ne pmleu. provided that the -dmtrntnave rite•.11 escU sbau aye borne LS we rnovsdor. procedures hive ban sebaustW and Ne dhpuw has been puoud w w shun sums at pmvuded In SuUon:09.I N-) Division 2 unsure the Contrac.Ng Agency and In, ^Onaacw, sane osMnve,as cube,unn+ohW chaos wupu,es xi,tch ball been Earthwork punuM to be Aim status,whtch rime from a conmd must be a Page-SP-27 Re,U,00 D-w:October IS, 1991 I t J h. 2-01 Ck riv{,Grubbing.and Roadai&Clevup 242 Reassess of SlaWA a bad Obstructions 2-0LS Payment 2-0: Clearing, Grubbing, and N,rnem will be rude for Nr fouowtng hid item,when Ncy Roadside Cleanup art wwudad w the proposal 1. 'Cloarmg-.per acre 2. -Grubbing-.per a m, 3. "CkarNg asW Grubbing".per acrt or lump rum. 2-01.2 Disposal of Usable Material and Debris T urn mamma pries per acre or lump rum for When posaNk,the CoNrsaor sbouW mU W usable rrumrui "Ck"ll• -Grubbing".and "Cle.8 and Grubbing"shall be such as timber. chips, or fire ocd produced by ckaring. full pay for W work dewnbad th Saetion 2-01 payment for grubbing. or roadside clump. The C--m—r -lull nor -lbw grubbing svuaum eke which"-W not othacwue be Crushed use public to fell veea. wul not be pd for under"Grubbing".In-lead,such work shall -. The Convector shall mac W roquieerutnu of win,wordy, be Ncludad N the unui sonar pace for"Structure Eacs,"." and mAnki* mgulsuons regarding bulN, safety and pubsc or some othn umgory. wclfara th the dnpow of W&S., ~ --. We'n"a°r7's^"/sa`^'uwwr��FaY �wasle,er"°°n;w"ItwG ewwuy All debris,waste,aces sou tructiuv materu6 anL othv yws-esaM G's4, mmeuau:om materul not salvaged by the owns' or the Roadside Cleanup shall be tom Wered iacWevW As the covvacwv,of disposed of by another approved mauod shall coavan sod An additiuual pa•meal shall be made_ M disposed of at a Iaadfdl approved and licensed by the appmpr sate go,er 4 body. 2-02 Removal of Structures and —open Ber o Obstructions ..err Is 2-02.3 CurttrucGon Regturemmu y 2-02.30) Reno•al of As•anent,Sidewalks,and Y+eafrysrwwassr Curbs - 9, } TV W rtmovthg pv<mut,sidewalks.and curbs,the Contnao: Is 4 if Its, -bau. 1. Raw broken-up Pieter into the roadway ernbankmW s, , Is or m sums ort.projaw sins. i. 2. Cover any piece buried within the nghta(-way wqh M y9 h ail hMyaK"e, watt S fen of sot , 3. Make a veLcal saw cw baemr any exuang e pavemeaa,sidew+lk.or curb saw u torCmaw and the " ponion m her removed 1. R'lau at m eXperue m the SmW any C'usurg 2 !1p)—E)ispww plethad f,e Wills"64N pvemmnt duigrutM to.ow u damaged during the rernr'.)of other pev.AvL S. N'Le as are where pa,emet bu seen removed b ;t-o33(7fC. m he opened As traffr before ryvmrnt pavbwg has bets re pMed, temporary mu asphah macrae }n;,y(3}_-{:Spysl.#yCysyA-IdC•,3.—FMpp'ssC pavb sUJ be m,,.ired. Temporan p mbmg shall » be pbced As a minimum depth of 2 ia<bes ' immediately sfb bukfiM g sod mmpacuun are UP t complete, and before the road a opened m vaffr. MC cold mu or MC bet mu shall be sued at the Is 7 dismetioa of 0,E.&Der. If prvcmrno. 1,dewiks, or curb- he wNln sn cauvabn Cris. Neu removal wdl set pad for sa pan of the quanury - '-- v.. Garsrrsseae. rcmovcd u,auvatwn If Nvv,Lc in an area net m be muvuM. Past SIR-M -_ Revisor Dam. (ku*..r 15, 199I i 1 F � :-07 Roadway E..,etlao*ad Emb,okmrnt 2-07 Road-ay E.m.tin,and Emhaakmeot y ,pa — .---petrv,a. n.i Loco of it. ."w cmu-udwm of mmpcud -. . and if they a- menu:nW u o. nk item m thc ro i am uu kmen, No.Wu u,co will be^lade for m,wn., they v M nw,u-d aW pd for u PmvdW uWer Seci+on dial+Mka. No dWuwon wdl M taco for other fume � 02.5. sooa,cucW whin Ne emban1 mdi,(bridge ab.Wcnu. ,mint pun. oalumnr, backfd'. pipea, 1 The Suu uyd 2-02.5 Pa, nclude!ram ac apacuon meuu.diving maurlal tM'.u i Bynum vex be made for du follo.snt bid ne..h.n n u wuW ce placed .tide, win ud Iwt camp-cud In include,m One propo.1 I.Y. u pmvidrd by Secuom 2-0y a11,)A and 1. 'Rcmov.l of Struuwlc aW Obrwdwn'",lump min p.07.)(10C In cur aM ,xmvatwn Mbw Cont. I 2. 'Saw Cubi,g',po Lloeal Foot. compay.wn will be mruurod by the cubk yard ul the •.. 'i ). 'Remote Sld,.,lk'.Ve,Squ,re V.,& cmuaed,on of comgciad backfdl nutacial. Nben e 'Reuot,Curb cad Guuer',pd-Lineal Foot nuraul m c,U o, bele. iide u •canoed and S. 'Cold MI.',per Too cac*.,.0 d. k ..ill M measu-d by w eem(.cud All MU related w the remora) of uru,twes ,ad 4,9"up to,maim..of b ulchea. obewetiom iacludiag .- cuttiog ,ad levpora17 uphak 6. Gravel bocea-(brlud.S haul)--by tM on nr cubic ,hell be c.,Wd.,d i"toul w,ad locluded is atli,kerns yard. Menu.c.I by eubk yard will be made N the oaks,d.iyo.l,d u a,peelf.bid krm in the propo`-I M,Lng vchick u One pout o1 delivery on the rwd.'•y 1 Aeration-b.du M th Mar(w e—'ell W.hour) Haw„ •d.ky span aeru nt mammal The f:Ilowng Intl he ndudid Ice-union umc -(�3 RoadyTay Excavation and a Tim, v icn, b, wper uon nr fommcn docdmt Embankment N,.^^ b. Tun u,cn w move Nuipmem from and m d,n,mnl louucm on du pit M a.0 2-0J.d Mestusatlent c. T,mc,pun rcpaumg egwp.1nL d Tunc N-1;mven1 u dic or on sundt y The Sul wdl eau the (oB..&mo0nod,b m.wn woi c Tinwc W+ipmcm a dcmg mm-cnonn woA The performed ude„ ,P—lie eacepuom m other iutwm Provoke Su¢ ailL, roan,, umc for one move-ul ud one dheniu. mo.com if a Piece of cqutiment ouuid. N, 1. Roadway a,cavwon. borrow c.eavnion, and ",ct lunm u caquucE for amuom. un,uwbk found w.u.vauon-by,hc cubic 7.1d. MswrW will be mearuced ul to ongual Wiiuon by 203.5 pays wt cmu.seeu a wg In roadway ca.vauon,PS)auanuuu will be ao-PUW w the nui Wea of ue cmu-•«uon, paymen,v,ill be made for line following bid rem,-Mn they a,,uk d M'hen the Suite r,quw eaca.atW :nawnal arc u Iude,ui the pmpoul. w be ".ad, smekpdod. "d .'W again, the 1. --Roedwey Ee.vawn"or"Ro,dwy Excavation- .1c,l weal be nxasured U, the nut tine of nut Ara w is.C.dc.)".Per cubic Yard. ,,moved from die duckpilc. In this eu , Ibc NTuI the Eag,nce,ordon nuviunn 2 fed or lea.belo. m.t ,,mo,u aW p.)meni p,c ,um. of Sacuon, 2 ,ubgnde, unit co.lnd Pcica for eeaduay ..maUon and tool 01, and 2-0a.S,hall.ppl.. At the discrdrao of the shall aP,IY. If he able- ex.votion man dun 2 fro below eaguar, nadw,l ea,a,atba, boceuw m,ranti'a, ,ubgnde,Not pan bola.the 2-look depth ohab M pd for u ,ad uuuksbk f ..elation nrat,Hu,-by the cubic p a,,d d ui 6oa...-I-0a Itea, )of la payment satioo. In ,aid(.djw"for.,.U)may be measured by truck Nu we.'M ueme of work elv N er an cud.ay ex.vation gull u N,haulug.chick nice point ar bdug. The be No M unit.."M Pnc.. ( convertor sball provide truck ticker for each bad The unY contnd price pec cubic ya,d shed be fug . for remo.,d. Each wkd shall have the truck number, exea.awig, boding. Placing. or oth-,M a dupe.ug of tM Iim,and date.nook be,ppro,ed 6J the eagiaeei. maurul.For haul,the uilil eanlnd Price u Secuon p:ovidW N Jm.IriY em la sMwn u includNg zo..UW be,Wg of A fno-by di.Ilion,loot of 2-0,ohaL apply,exap wMn it I,ok dNlni.Hob wLLL be meuuced from One wp of the haul. In duet cane the ink conbad P. per eubk yard ,ha0 ro,k oU f..w ub.uevatlan of Vie roadway d"In or w oulud.haul. .twin ekv.Uon w b,the Engmce,. 2. "Borrow E.eay.Uon Incl Haui Pet cuhk Y.rd. y. Prei.b.1ad .cove, draw - by Ne linear fool Tee un, aem-n price pea nbu yabl for 'Be.* M..,omam will be .'nod from the wp of tM Exca.won Incl.Haul",hall be wU py for ea..umg.loading. "Auig platform w the bouom of each Mk. TMI Fuulung. placing. or nhn.sse dup.-Ng of the auiw v, W. dram, will be menu-d m the ume mu,nc, u Pena, mtludu Pay foe removing hwii L' ,urfaae of a boron.. pcoducuoe d... uk. dupo,mg of. I"a,Wt• or 4 kpiWg -Y ---I rid A. Sand dnu-g.blanks-by the inn. Mouwn sbove 9 ,uubk fe,unNMer" ,cubk d -, percen will be deduce, u�from pa,9ua" 2. -U.uwbk.Foundation Ex.va,bn",pe ya 3. E.1,11& ern uornpadbn loxc.p uW.r Method A) - 'be un, tonne price pea cubic yid oar -'Uuaiubk by the eubu 1an1 Mournl will be mu,uMd w eau FUandiiu .1 Exeay.Wn'-lull be NU py foe.....ling.bedmg, PagaSP-29 Rcv-ion Nu. OCwbv 15. 1991 _� R. _.. ...sew.•»..+... 244 Haul 249 Slnrctare EacsnUos and c opo-ust of the maternal. I Tine unit contrad Prier 2-04 Haul Per cubic yard nall include haul. -. -foxmUd Blasting of Rock Face",Per Wear foot. The unit contact prise ter Wra fox of drill hok for "ControUnd BWtinr of Rack Faa" ahall be full Pay fm tU 2-04.5 Psymerd III m-tnas, txpbuves, sber, bola, and ogaspmdd nob ad. Guanoum rhmsn in the PWu ate based on lDthoh hole apctog. esthete-,d.ir-Mry.separL Actu-I quantum u depend on fell condaioa and results from ' tank aKl,ons � hlmureman and pymmt for road.y saaystion and haulshe Tay routed w bLa'ont ahLU be as provtdd under thou Rana N this Al cont for the b t-LIC of mains)In.from,or no the se ction tad dWl include the volume of mat"cauvaud from job sit shall be eoosidned incidental to sod included in the dtr benclos or adbacka approved for driWn'separate wt., uei price of othes units of.rack. 5. "Prefabriaad Vcnrul Dram",pa Lmr fate. The unit contrsd price per War foot for "Presbrustod Vcnical Drain" MU be full Pay for Nmuhint all sou. muernas, tabor, egY,pment, and W oNar cow necessary w 2-09 Structure Excavation complain the rrquudt cork. ' 6. "Sand Drauatc 11 nk.'.Par Ion. The unit contact pnm per wn for"Sarwi Uramatc Bsnkd" 2-09.1 Deu+ipuon _ th.0 v wU lay for the a rtewl and for proeessN(.IuuLf,,and Pasting a Swctute exavauon censuu of exavaunt stuff duposmg of ' ). .rty all natural material or man-ead,objects that must be removes to izi Faskesi+ndu make wy for bridte foudatina, reuinint .U" C.N.M. 1 uencha for Pipelines,conduits,and other am=.as-Aeon in the Plans. . 7Tua .'I. alto a0.". unlna the contract pmvtda �.v�R.MY,es,Il+mitiw oNeruise, mmnv.j whole or putisl anodurn, erubbir, nsa.l-d. swcturc tons that would nee otherwise br trubbd,buddmt and Payment for later ramovint th"SL cofferdams, or ..on., purnpmt or embankment eompmon will not be made u a separate item. All draining e-cal-ted area.PretcWt oaavtad m-reruu fmm Nc cow for embankment comPacuon sh.0 be included in other but ucsth.r.and Placvnt taw compcunt btckftu teem.involved. TLs work also includes the eccnatiuo, haul, and 1'nlas oNervve provided,the uork desenTed in Section 2- doposaf of all unsuitable maarsk sub as peal, muck, 03 Jiu),EmbaNlment Consstu_tan, t"U he NddcnW to other swampy or uauitable maurlab iadud'snt burled by sod Pty teems wn o.Ncd. stump.. t. -Gravel Borrow Lei.Haul",per ton or per tuba yank. The one contend pries,pt inn or cubic yard for "Gravel 2-09.3 Curtstruelton Requirmsmll Borrow Let Haul"stuU be full My for the travel borrow and for Procea-mt.hauling and pbcint t 9. -Aerauun by fora saoum. 24)9.3(I) General Requiranents N,form for c.wn aquipormt-hall be mode..,dint a Ns,curie,AGC-Wuh,gtnn Suits Deparunem of Trarstpomwn 249J(1)D Disposal of Faes,atd M tsrial Equipment Rental AtremmW The Entinm may clued the Contrado, to dupe% of The ',mate for sermon and other related unit coned era,urd msterul in anbonkrtsent,backfilL,or remove A from prim rI&U be NU psy for alit cow .,d.W to sculoo, the tut. thcludint srmporary saWt of arnad dnbattkmenu for All coax for daposint of exavaad maternal whin the pmacuon atamat Nc elcmma. mtemudent operation and for pmjed limit thLU bs included in the unk comnd Pnc< for Nmuhmg .4 oprsWg the equipn%n uaembt. uwi for aU rtruetute exasotim Class A or B. Hr-Inu.sat,.. 1a+sratu, 1 tested supplies and labor to perform the cork specific. Shouts its,lits Am&'^d the Connector tc to aeal as until tee tutor on inclaam 6 0, yr -W-laulint—iist ueathcr, additional senator,a noare the areas a us per to-- . i Is condiuon loll be a the C rursr.r't sapnss To provide- common boas Ior C1 twirlers. the Stsa hoe If the conusd Ncludn awctun ewv.unr.Cori A or S. tstunstd the fora sccoum for "Aenuon",and has enterd U% includmt haul,Use unit contract price ah-U include tU costs for amount N the propoul to become• pen of the total bwi by the ktdNt and havUnt Ne material Inafull required dutncc, Consrsear Art.[tmounu paste by lora-'aunt may r-ry fmm utberuise sU such d'upoui considered sbaU be consid omidenul Nu saturate a the.erk Pat,-SP 10 Rev tenon D-te. Ocbbe, 15. 1991 I ( I.09 Smueture E...vioa 2-" SVuaure Eaucuioo aM•nCrrp•r.. 209.30) Construction Requisanienu.Structure Eeurntion,Clu,B For•manhok.catch bum,or inlet,the Wniu s,U be 1 fool The stove requuemenu for uructurr r...stien Clu. A, nuuid<Ne peome<r of Nr.wctum ,MU apply also to smaum es.aysdon CWs B In sddinnn,the Inwv Lk.. For. pile up, footing or seal, the bosom Contnemr.h.0 fell.. Dtvu{on 7 of these Speed.,.... as a ek..U.A.hewn in t,e 1'kn.,or as by the Engirieer,will.erve .ppbu 10 the.pa,ric kind.of work. u'he lower lout in ma.unng swetum excavation. For s w-ing The hole for any catch bum or maMok shall Are,.& a w.H.the In.,Norm'.vw rollo-.lire,pan9el w the bottom.ad least 1 foot of do, ..beworn outside ifl cturxl aurfac.sod I foot below it. A .wB from p&b .,., uiW be excluded the und'uturbed caM butt. from«eay...quanuues If workers enter .nv trench or other csu.stion a fees or For p,,lion the botom outside of the pipe will serve u _ rtom in dove slut din not meet me open p.i mquveanenu of the kwcr limn for «.,.lion TTc Engineer m.y sot - S...2 09.3(3)9,n.hall be shored TM Conlnaor alox.hnL snother limn Wren es.vstian must be nude below grade be responsible for worker u(ny cad tne Suite u.u.. m Uppm limits.T15e top...ke,of the greund or strum bed rupons Ndity. u cart wort begin. will he the upper limk for m.eurmg On.B work is wbicb tnach menvatino mcWs a deptb caeaystion If the Contrsa,ar is separate morns,include.par of a feel,.o udeq..0 s,st<in for trmcb ex.,sun, that mein sum for ,Aiding in rrmovr m.uruk.N<upper tuna wiB M the the rpultemenu of Lb, Washington iodmldal wife-, .od nut hnu of Ne[oiling section.hewn in Ne Pkna. health.e,eh•ptm 49.17 RCN u r.tilted. T7u EnLNeer msy order me Contnnor to pnialiy build the The Contnemr must submit ta us of plum 11om honng embutkment before placing pipe In Na case,she upper Won for a . These must moil me pl.n mquo<mcne sot fun' in Section Z meuumment will be not mom Nan a fees above the inven of Ne .y W J. pipe For . .truaunl puts pipe, pipe .reh, or underpass, Ibe Lpun complamg me work.me Cunu aor.hill rem.,, sH upper Limn w be Nr top of the emb.nkmmt a Ne tune of ^� sharing unW.du Pum or N.Engineer dust oLhc.e in.ull.uon Its.pCe LfiCd in See4on 7 O3 3MA d■ Gruel bukfdl ,W L.vel b.ckfdl wW be masumd by the 2.09.4 Mtasuremenl - fits. Too u measured I. eonrormans, wU s¢tio. 1-09.2 E..u.ud ..carob will M measured N Nrir e.g.) Whee Smuon fr02.J(22) sPrb. to gravel bukrw for w.lb. position by me cubs v.rd The Ste.wU meuua snd pay for volumes of pip.more L"6 mc`•a in diameter,and volumes of only the nuunsl rse"i`C from insdc 'be Limits tea action drain b•ekfdl.cops that plsceE.round uu.'holea and pearis of derm. If the Contractor «cavaua outside Nye limits or .wctuma N the bukfdled rem, will bc dWucind Volume. of parfonns I.L.amnion.s ducnbcJ in Sixuon 2-0 J(J)B,it minor swaunl pm,eeU.n.will not M ded.cuw sha0 be mnudaled for the Contractor', benefit cad .hall be Sboriig or vers emotion.No spsific unit meummmera included in the it oroNer bd item.. .A.11.pph to Ne lump sum item of shomg or set....,anon florimaul Emits.71ne Suit wolf use lh<sidea of the Iremh CWs A. or Shomg o• csmt «ovation Cl..B. N 1, or pit as bonrunW Limits in measurmg cxeay.tion. No payment for itruaule..vsuon will be meads for maun.1 removed t11 man than et an I foot ouui.the peruner of any pit up, footing. eenwruwa�Fy,�l.r..a..y.--(as<e.a.' or sal.(2)mars than J fee bcvend me msdwwy side of is watt w.il,into(3)mom thin I foot beyond the other ud.cad end of .w Swell. I For ptp W.the Suu will measure from Ito uoer ear cad. _ of the pipe banel to r tutu swaun esmuwn quusuu. u wyN..- follow Horimntal l.imk(iltim.e W. -.rsse6v Pip D'umets from side of pipe barrel) wweew.emww..,ul-Fe Umn 12-h.. 1 0 ton for uncap 0.5 fin for al oNer (Au.—arse w,dN for 2.09.5 Payment D•y^re^•'5 feed ' a Psymmt wig be male for Ube(.Be.&bid item.when they 12 M.Nmueh el a cu. I fen re included in the pmpossl- and pay..one.Nmi.Lh 1 'Structure Ex.,l40n Cks.A per cub.y.rd. 50 ircnas N s•n 2, "Souetm,,E.eay.tion CI..B'.per cub.yard. tuner Nan sI ewers,pya 2 feet J. -Suuaum Exuvuion Class A Lead Haul",Per Cube aaM.men N.n W—N.in yard_ yan,arvcwra pl•u.yr. .. 'Str ic.u.Exc.vaion CWs B I.l.H.ul".per cubic Ism Pagc5P�31 Re,uton Due:October 15, 1991 I r I 541a Aiphak('nsicempsrrmeo1 5-04 Asphak Coovateparemeot The unp wnusa price per cubic Yard for the bid item+ TM ern corona price per a8w..hrr me rot the kid sd dud u 1 Nrougb ' wove 'lull be ", fry for W labor, clau of bukfill used 'MU be full pay for all la rm bor. rerisl, muctuir,Ioolr.ceuipmrnt,cd pumping.or shall be iodded coop.sd equipment used. m ice the unit bid price of other hunts, of work if 'Strumve Exuratioa' or 'Slruetuee Eauvstoa led Hart' sire one listed u pay km in the cxnicc L Nyman for rewmtruuwn of+u'fscing acb pvmg wton Division 3 the lu"i°ct+u„r'an ncavuion w;h be a the .pp6,.bk unit Production From Quarry and Pit Sites price f]r the hems involved. ' It the Engirt.onkn the Corwscbr b exuvsm below the and Stockpiling dcvwon'shows r,the plstu,the win mmna prior lie'cubic yard for 'SUuelure Eauvallos Cl..A or B'will apply.Bus J the Common exuvrts deeper thn the plants or the engben Division d requires,the State will out pay for owcrisl rerncvd from below Bases .... required dcvaiou. M this cue. the Contnaar, in no L tpnsc b the Sues.'ha8 mplaa such o uetW with ooncrace or nhher msuru!the F zmcm sppruve'. Division 5 , 5. "St.ring or Ean Exuvalon Cl A",lump i um. The 11mp +um untna price for "Sharing or Extra Surface Treatments and Pavements Excsvwon Cl.A"shag be NU pay for aU l boq notsrula,bop, and equipment rcWd b )utd, dewmin. sad remove the .hormg.cofferdams,or caissons.Who,extra nuvsUon is used in lieu of romwctng the shoring, cancrdsm or caWon, the lump win eonvaa price shsU be full psy for W esos ason, 5-04 Asphalt Concrete Pat'ement , - backftl,compaction,ad other work required. If sakes bsckBB maccrW is mquvtJ for baakfavil within the limits of deoclun esosysli it sMU spa bs required u bsckfdl rnccersd for Ube 5-04.3 Construction Requiremutts _ extra exnvatlan at tK conlnebr''expQue. It it is necn'sry to place tipnp outside of,Qenluns to nrpp 6W scour, h shall be pip by sgteed price or fora 5-0d,3(8) Mixing scwunt. r If the Engineer requua 'honing, ufrerdsm . or uuwnsF 0 4-34:&6xjramyg when the contact provides n,bid item for such work,the SWc wiC fry u pmvidcd in Section 1-04A. beadeA-A7Wwee 'f the Engineer"Nolo the Contncbr to build shoring or I- Crrhsrsl c "exaysoou CWs I,Uut extent'below the elevwon shown F-41 -sisplhsk in the I'Isn•,the Sri¢will fry the lump sum price and no more s 6 when the extra depth don not exceed 3 fan, For depths grams i "rnrhad--by thsn 3 Jose below the elevations shown, pymw will be u provided in Saxon I-0a A. 6. "Slwring or Extra Eauvatbn CWs B",pr ywsw fret Lump Sum. The unit contra prig per gwrw-(rn lump sum for sis Is "Shomg or Extra Exctvstion Cl. B" Jhsll sec full fry for the '''st"---- construction u d removal of shemS.TM unit conuam prize per +qusn rod dull M (u8 fry for all cxuwtion, backfill, naesylsadsris-eM , compaction,rend other work required wbu can excavation is "As 14" ran seed in lieu of constructing shoring.If riled backftl rrumrW is rtquicd for bsckhtling within tw luruts or the Cruccum se csuvatuoc.h sh" slaw be required u bsckL' .srlxl for the extn e)nvaYOa in clue C.'Ontnaaf r spen.. If then is m bid item for shoring or sstn exuvapon CWs B ans-rtwrwJwh.eta sd the won of the<xuvstion u ' such dust ihoM&or care axn VaWn is mq.uso xr don,musd by the Engben.pymw to the Conusaur for the work w he di:.scconlann with Seen. 1-0a A, ! 7. "Gina Backftl(Bindl",per aab:fy+rp Too. 1 1 Page-SPdg Revision Dar: October 15, 1991 _ . c J 1. 1 � 5-0,I AspAaM1 Coorrnr Pnement 5fN Aspbsb Caocra•Prvemmt �, i 'HpMM.GwwewMAWxaw ��"^'«--�A�N-�w�eM A G'"pLr't �wjw�l�k•fea 3- r p�s�wnMA rwwe.eb } & •bti IL --wN_wwK F i d'ji of wr1r�1.•Y-l�M� tis W aMeas4 w ieaaw Aw-6axwMwr-.w:".ry.��-�Mw�.w.W Ws--O PFool - J•.w�weiwl -AenePrwee I-e +o-iG9 A r h--A«wei-d.1�A4 6 V AMMb1-wM�l-�-M'w..lF�k 1NYM�Y �M{{{{T-7•!99 yyyr�r�y/ w �YMsdanF1MK ate/ wry..44. -- - 6 .,a .e...w.1....e,...u. ••.w-tr �.A-s.�..«�«.aww.i.-ug8ei3.x i,.�...✓-b.erM�Y..�w.ww�r�.a.. ww»s u u699T AawNrow- 4 M--6�xerdyeleF—�{�•r-wM-MM�w 4aw wMwM-aws-Mf-......... rewiaw wkie� d k T Y. Ill lwlwaF E AT'M4W.w "t•«�...-.�W wJ.Mswfllh-rw+nN " s b L .4- �-wiY.K�w�NwY woo_•N�aAeiwr.Mf+.sA A toad f1'Lewnw��W-�wrw i Ary«w�-WN�ea-iw�nr�_-yew-fin�Y.w 6ewryiM-FM«y6AFi-Fs -1es-w P^t er Page-5P)J Rmstoa Dmc:OQlober 15. 1991 L_ L_ � 544 Mph+k Coa le Pa•emeat , 5-04 Asphak CoxrM Pa•emmlPool,41— -- a. k la•IonaY+wAu 1 P. Mp 5-07.3(t0) Canpactionyaee Im 5-04.3(10)B Control F+ F t evocr"e Clku" A. S. C, F aad G, wh'e paresg is is We vaffc ball",lotlud'mg Leon(or ramps,V.tk tlisub'tal. -'ling, speed cb.ages, Slid kA taro eh....lisanoo,nod the sp"If'ed tompactd mars+thick-"' $yhgreater Won 0.10 foot, the.aepabk krd of tomp+ctnt 0. 13 be•minimum of 92 pertellt of We mnimum dr_9t/M ♦.win' determined by kh'SWT teat hfesbd 705. The krel of <omp.ctk.otutod will be dnermmtd"We arera`e of tint lef ,haa 5 outl"r dewdb gauge tau take.oo the day the mu is placed tiller ampkdion of We fineb m01ng) at lea c ad T1 roodogall xkcld kxrtiom w4bili each bL The q...till rep,"t.LLd b1 euh toe will to oo greater Wa.o siogk day', prodtitlioo or.ppmtimaall 400 low,wbich"a"a'eay. Control bu too .Ming We minimum deosill yund.rd yb.0 be remold*ad replaced wild satitacWrl m terul. At be option of We Engineer. 000complliag material mat be •ctepted at o reduced price. Cora on21 be'ued u all ahero.v W We owlear demitl gouge tau. Wbec cores are uk" bl We Engineer at We requ't of the Convector,We request yh.b be made by omo •Mt working dq fdbwiog Pucem"t of We mu. The s sba0 be reimbursed for the coring"p"sa •1 We of$75 pea tore wb" We core Wdkam the oaepubk Level of comp•ctio.withi.+lob bat oa bm uhk,ed. kt We surf of p.•mg.if regoated by We CoovacWr, coal P+ctiot tat f¢Lioo sbak be mmvuctd u d'iieetd b1 the Engmev W deltermiae We mmpaefib'ital of the mu daga. Ctmp+nlb,Wl SUB be bud oa We obilky of We mu la till F +taia We rpKirrd mitigation dtosill (91 p'eeat of the as .lmum deu41 dntrminrd by N'SDOT Tell Method 709. Folbwiog dete mio+tioo of.ompaNbia),We Contractor e respomibk for the cooed of We tom P'ettna dfom If the CoaV.cwr does o" req.eat • teat sntioa, We mu wW be eomideril mmpoctibk. A'ph.h Contrite Chita A. B. f.. F and G co.u.cld uad'tondltinm"h'W.o bind .pure sh+k be coon Paced o.We base of a tell polo,odu+tio'.of We mmpattbo Vol.. of a The lest point e•olua'ioo shad be p"formd in aecord+trt wiW ioluuctiow fr.on We E.gaesf. The number of Plitt' •ro F "K witb a. .ppr.,d comp.W. trwm, req,"d W slam the it realFavoso mas'un.m belt point dem41,sb.h be.td on o0 stibsequeat +wJ- tenr'rwwed .A'phak "atreW C1au D tad prekeebag gab lb-0 he compacted W We s+tisfaclioa of We Eagwe'. :o.dditlo.w the r.od.my selecld bubo-for lest"of at too o6iopo...-4.0141h. We toovol Ne. the Engineer reserves the rgbt to in' .ell Page-SP-34 Revuam Date Octobel 15. 1991 i 5-04 Mpb,k Caa,ree Parenteel _ 544 Mpb.d(:.'trace Pueo n t _— --_ flt L ua whacb .ppa•r, ddecuce and to require the funba If any of the ."regaw sae fumuhed in uockPuc by tM wmpactioo of arcs Nat fall bekw saeyuble density Suw,the con of hauling and uiwrynnwg Nosa aggagu-� N readings. Thar addiw,.l sou sh.0 out impart the ane mu, sad aU cow of fmuhirg. hauling. and ineo:pantmg wmputiod eealu.tiio of the eeUn contr,al lot the a.., blending nand and any additional aggreg.w into the complae mu,hall be included m Nc no wntnct I—per Payment ton for saphak contract p.vemtnl of ane cI.. apnllad, caccp ' dui-Mu,blending old u ad up u.bid arm,it coal be paid for Rymem will be matt for each of the followvat bid immt in the m rani ebacnbed below.AI tat ducraion of the Engineer. Nat as included n the propmaf. Nc Co."=, may be required to include mineral !tier in the I "Prep. Of Lnwted Ruadw+y".Per mile. mu — The unit wntraa prise Per aide for "Prepar.unn Of 1. .-Mphak Cure.Pavement Cl. for P.,.., Uat ' uod Rvdway" \laU bo full p+ for all 'ain't, loch, and Repay",per ton. equipmem required b do Ind wart dacnabed under Saxon 5- 9 "Pavemw Repair Exuvatuon Incl.Haul",per square 04.V ill, ,ib th,eacc acm however.that all coin bivalved b yard! labor.m.wria Li,and equipment for patching the rvdv y poor b The and wnma prize per Ion for "Mphah Cone. placement of uph\k connate shall be initiated an the Mist P.vcman Cl. for P..emnt Repair' and per aqu.n Yard contract pnu per ton for "Mphah Cone. Pavement CI. __" for "Pavement Repaint Exuvudn Ind Haul' .hall be foil pay whim v.s used for pawning If Uric proposal don not N,lud,. for perf...g Iha pavement M.,wort u rip fictJ bid Arm for "Reparation of Unmated Roadway'".the madwn 10. "Blend.,Sand per cubic aid. ,hall ba prepared a apaified,but Ube ,it aNn be included in The unit canna Peace par cube yard for "Blending Sand" the coatna pncn of the other kemi&of work shall be NU Pay for all cow I.connection with the fumuhmg. 2 "Asphsh(grade)",pis inn haaWg, and mwrponung blending nand b the mired The unit mntrsm puce per con for "AaPdAk (gnde)'* for riggtagata,u required b.the Enguwcr. I, prate coat abal be NU pay for fumuhmg and applying thin grad. If h.re a.bin ium far banding sand and the Contncmr of asphah specified, bcludmt healing,hauling.and applying I elbcu to provde .jIgnig.w from a .auee other than that III, roridway, and othbr .,k u henturWore described m provided by tine Sate,and If It bcoumba n--'.N Um opuaon Seca.5-0a 3i5)111. of the Engineer.w we blending sana for proper gndmg of N, 5 "Prime Coal Agg",par cubic yr-d, Per inn aggregua, the Cantnzwr shut famish and viwrponle The unit contract pnu per cubic yard or per Ion for"Prune si.ffiacat qu.nuva nl bl.ndbg and to meet the requuemenu u Coat Agg"shall be full pay for Nmuhing,loading,r Mu Wg d....d by 0,Eaginer.'nie pay 9.u,) will be the amount aggregate to the place of deposit and tpraading the.ggaguc th noisily used, but not ..,ceding tic qunuty au up N the �• , die quanuu.required by the Engineer warn.. If dicta a no bid sum for blending acrid, whauv. Sri "A,phab for Trick Cou",per wit. \mount of bl ding urd u may be needed w men the The unit tunao price per inn for"Mph.h for Tack Coat" mgvuemnu u daaminM by the Engmeer. shall lob famished .tub be full pay for W cow of rnam al. labor, bola, and by the Contn.or una.apnae b the Stau,. y og,n mmu ...0 for the appbcauon of the sack coat as 11. "Menem Fdkr",by faro..,,ra specified. If there or no bad Item and a tack cau a required, h "Mmeml Filler". If rcquirM. will be paid h r by force Mall be applied ad the work shall be included N the unit swum u .pnlfud . Swuon 1 09 6. For thc purpose of worn.pncn of the other toms of work. prondbg . common pmpoul for rill bidden, the Sun his 5. "A,pMII Con, P.vemnt CI._",PI atimawd the amount of force account for "Minced FtUw and 6. "hLv sodlor Dri,eway Mphah Cont.Iiyipaeaab rl t u enutaA Utc.mount th the p.p.W to become.pan of Jib '•,per inn total bad by the Contractor. - y. "Mpha!t Cone.for Preleveling CI. per ton. 12 "Planing Bituminous Patrmnt",per Niue yard. The unit contact price per ton for "Mphek Cone Tba unh conerau pnu per Nuare yard for "planing Pavement Cl. .`Mphah Cori, Approach CL_ aad Batar..u.P.vcmcnt" shall bo full pay br funwhing W tools. "Mphah Cone. fear PRI,Veling CI. _"shall be full{nay for Napmnt, labor, mauri.h, and auppUa Itecc,ury b the Nmubing of all labor, equapmem, matcruk, and a.ppb. .."Puith the won In .oaa dartcc nth the ,pa.ficauona, required in Inc wneuvcuor, of each clu. of uphalt centreat including the removal and dapoW of all coning,W debris,and pavamw tad approach,including the prepanwn of any eAtum, for.0 othu cow nquaod w...plan tat work petu\M otment contact. brick or ba...a mrf.ec or ly. "Ant,Strtppog Addiuve",by forte\ewunt. pavement base, sad W caner work b fulfill the requaemnu ^An,-Sun .g Addmve" wd) be pad for in \cmNant. deacnbed in Sotwa 5-01. wan S..1-09.6 caup dot ire ovbrhud.profs:or other cow If the Contnaor I. required . famish the aggagaw. .0 .h.0 be Wowed Paymbnt-MU be made only for the uiwiu.1I w.0 of fumuhmg, hauling and p.,Ng aggteg.w tad of thin additive. The qunuly of uPhak mriabr ll ,hall not be blending nand into th,complete mu.had be in,Wcal m the unit redacbA by the quantity of nu'atnppNg additive used For the comma Ante par ton fur uphah comma pavement of the cis. purpou of provding . common propmW far W bidden. the spo.Eed,tit"pe N\t blending nand,when ad up u a bid item, Stain bu ea matad the .mount of force account for "bob will be pad for in the manner dumbed below. At the dacraam Stripping Additive" and ha,enured the amount an the P.ipuul of the Enginoct the Contractor mar be "Ime ! to include In bob..pan of the toed bid by the Contra." mineral filler in the mu. 1.,. "Cnh SuWg- by fora account. Page-SP-33 iJ Rn'Is{od Dam'. October 15, 1991 L i' a AL S-06 Asphak Couir at Pm, mw. $44 Asphalt Comet,Paeemem i "Crack Scaling- will he paid for by form auouN u t apwifird a Section 1d9 6. For the purpou of providing al wmmon pmmaal for all bidden. the Stair bea oUnuUd the amount for .. acwuN for "Crack Sealing" and hu cmcrod 8 F, fs 1 W 6 de,the amount to the pmpoW to become a put of the mW bid by the Contractor. �afiaScee.,.ry _.. .:F pswry u 491. eR,n,o,,,g T We 41.iee-Adjtnlmsai act, . J.r-6rneJang-.4-j.W.. Gealk- ..:fie-T eP.a.A All COW for km 015. 'Temporary Suipieg•and e16. "Remo.iy Temporary SL60,,4' Shelf be considered .'� g.�aa.�g�+a'-Wiwi. 6 WidwW b other items of work acid m further ed wmpmatioo Shall be made 6 IT. "Soil Residual Herbicide R.Wide",per mil,. ANC W I . "Soil Residual Herbicide",per aq..yard. Asplwkwwa,r 62 The una wntny prim per mile for -Soil Rudual Herbicide_R. q Wide,"or per, usm yard for"Sod Ruid,,t Hcrbiedc"ihatl be full pay for ad w.0 of—1111.Ube. "ob, and equrymwt mcea.ary fcr the eppli ration of the ircrbici&as Specified if than, U m bid item and soil mdu.l herbicide U e- A.aaprw n -kur&ee" required, it .hW be appbed and all w,Y for the work wyk be included in the.4 wnUga prim of the other item,of work. 19. 'Longitudin.l loot Sul",per Lnur foot. rism The unit contract price per boor foot for "LongitudirW l-ira Sul"Shall he full pay for fumubmg.k t c6,equlp.m, labor, m.lemb, and Suppbce necessary to een.truttion "f the low Sul th accordance with the SUndarE Plan and the,e Speci6catiou. ... 3 .. ol..laleae, , C 39. Ga.ltOF 'held - �- be iL eQee ' e.UWalw- eGr"P"S' an-' df"+fteei wYUd a.6T.:ii.en.da..a,o:�tg, ri Any work roquioad x complete the uphak wncrUa pe.erent tpaified herein, but which is iwt spo ifiolfy ...keei mcnmreed in the foregoing apmifiution,of Section 5-0e, aball F.r"-..Mr-iN- be performed by the C roaia r and ak w.0 therefor ahaU be 'Ucludw U the unit wntraq prim of the ether nem,of work. Arco Pegs-SPJd Rlsimon D.t, Omber 15, 1991 J �J fi r i ILI Dnint 7-01 Drain Drain pim nay be con,.. riot waW (g.hun b d) FetnpwtMien - Asph.Y Trotmmt for aluminum walod (sluminued) wnugaud non or sucl w" bpb.h Tina 1, tame.IW Ailn alummum U.'. Mlyvyl chknde (PVC). or wmgaud �^'d.swww.a—�Ar. pniyWylrn<(PE)u'b"opuon of bur Comna n ur ukas Uns Plan, 7aY'P+ .pady tM type w bs..d u iPb'd-k5 —iLa Vnd-rdlow pip., othe• Jean AASHTO Duig,wicn M Ci°nr 36 Typ,W C W.W.{hall be perforatd They m.y b,runt ac, bituminiud fiber. Pint w.,od (eslvanud)or aluminum ..ud a^'nl'�••.o+ (aluminvad) wmgalOd unn or noel or comgaW aluminum ably,polyvinyl chloi (PVC).or wmgaud polyo,,ylosu(pE) Division 6 as she option of Jr Cantracsnr unlu.ur Plans specify the t.PC o lr wed. SII'UCtllres It is rwl ncc,asary that sU drain or undsrdnin pipes on any olr pm)w, br of she same kind of musrud. IiOro11. L _ Division 7 wnuguoua pipe shau h of.h,aam,kind. Drainage Structures, Storm Se N'ers, 7-01.3 ConsUwLirs.Reyuumam, Sanitary Sewers, Water Mains, and A bench Of use d....... ,h..,O in Ihr plan, Or as .Prc'diW by M,Engmoer ah.0 be eso..ud m lh,gradr and " Conduits p.en by a., Engusoer. Dram pip, {hr,U ba Laid N nasorubly sloae wnf.m j w,th Ih.W,and endu as{how.in Mc plan, The drain pipe .h.0 be laid .,Ih wsgmghl )omu unless 7-01 Drains Uisr ssc.Pw)BW PVC drain pip.sbaU Lr jaon,W wb,.bs:u and a,,So,dome using a Oeaiblc rlaswmenc .ul u due,ib W in Session 9-04 g. 7-01.2 hiat. .Ls Thc b.0 ahaU Is. L.W.,roam PE or ABS drain pipe"il be yomud with sn.pon,scrtwon,or w ramrod wupUng b.od,as M.un.is ,h.11 On. Jr regwnm.nu of the foUowing rtcommwdod by Joe manu6rmrer of 1h,lubmg. socuore. N'hw underdrain pipe u being in.uUW as . nun, Of Gr.st a Afill for munepuiS ground r. ..-/ace wa,,, th, ,nneh .baU be 943.)2(4 fne.gndod an Joe-atmg and S mehu below the grade Of Joe i pipe u Mown sr .ne Plan.. Gravel b.,kiW null be uW urdr. Co.or.Dom Ape 945.1(l) the Plpr.Gravel backfW ball be Placed m Jr depth Mo ,in Ne Zu.Cued(G.Ivanla,d)er uum)wm Plans or u d.trd by the's&.r.All b.ckfil!Mali b<placed or S..(.vasnww Komgaud Lae N 12 mch maAanum Wyen ad be Ihoruv N u Iuel Dnio Pies Ms.1n) 1: Y ash I ys, 7h, Cumpud Alomnum Amy Dom Pups 9-0S.1 O) Mrtc pus. of . vibnrory wmP.uor (or rash layer. Thc Polwinyl C Ioddr(PVp Dn).Pi", Conu sew,slue use um m placing Jse.ravel b.WU On,rul m a—b di.m,ur...in 9-0S 1(5j PMvwt d{wriumwuon. Cw,u,-w PoIy.Nykrc(PE) Nlrn a u Place wry to -nurc.pt sour flowing und.muth Drain q,.,g deb bums.,nuor,um 9-0 IW,, the mrd,..Y..H.cmg,she.ubS.&drain shaL b,wn,uuraW u) COr,up"Pol.suy erc(PO aerordanc.wN the Sladard Plan. Dnin Pµ.r.IS)rcb to.p 14 usrh Cnn:ose dram plPc shaU b.yid wiM vu bell or Legs,end dun...)masvwm 9d5.1(7) up,uum. Prno<.rd Coo.nu unubnm Pula. ms.2n) All Prrfora,W Pips.h.0 be Laid ,ilh IM p.rfonuon.down. Prrfon.d&O+nuwd Fiber vodaNn)n Upon final au<psane,of tlu w,n..0 drat^ �s 903.2n) PNa..Nu b<Open. Zwr Cuud(Gai�.nuQl w A..rn Cull clan.and free downs Wvouw.n COrn..ud boo u 5ual PVC udesdnin pipe ahab .e piruW using uJrr Ne UWeNrau Pup 9-05.1(4) Beubk rWlOm.nc.1 u d.ribod m Senion 9L a or wlvw, Nifonud Com..ua.Uumiwm alloy wmw, as da.crihod N Sxuon 9-0 9. a Joe op,iO. of sho UM.Nn'n PNa "d 2(5) Comma'"Odes olherwue-Posifisod on Viir Plan..Thc bcU.IU hdonW Kuy rnyl(Tlood, 7Vv tic iaW upau,am. PE w ABS drauugc wbing uderdnm pipe '9 uMeNni.Pups,2 brh a..,srusimmn 9-05:(bl .baV be Pus nd wN.upon,u1N'gn,Or wnpmud wupling grlanud Convd.ud fti' uu(PE) bands,u„cummeodb"by Mr muluhnuur.I Ih, ubioS tlWlydnl➢Pups.S)rch aume.)m.umum 4-0S.1(7) A,'.rd Comga.d Polyalh:bras ME 7-01.4 htfl5,ar0rlUll Urderdnm Pups.11 usb N)augb]a)race d.......mum 9-W.1(9) Thc kng,h of drain or uderdrain ,,p wdj be bur numb.,of q blur fen of wmplded m.Wlaboc mmurod along Us. inv.n 9 Psgr-SP 37 IIr Acvislo i D.W. Ocwt,,IS, 1991 d _J tl i 702 Cut," 74. Cul•ens Npe ph 1 in rareae of the length designated by the Engineer anoNp acceptable .:lenwc don not. tM Deign C a,,e+ will not be mewed or aid for conswction sI.B be inndmWl to the culvcn pipe. E..vwuon of ibe wench wiE be musurad as a,ructurt Ape insulted under aide road comsdctwm,wbcre thc depth canvation Class B or suuctuee. ca.vatun Chas 8 including of cover is ku than 2!ea. shB not be of the bell and spig., haul by thc cubic yard sa specified in Section 2-09. type. Gravel backfill far draw will be areasurd by th:volume Culvert pip. over 30 inch. to durness.r and culvert pipe plated within the neadina limit of etructurt excavation Class A. arch of all sirs ahW be of the tresueent, class, material, and Wben the sc.r doss not isclude'structure nuratid. suss apocifaJ n It. PWss or of de acceptable akernaw Claus B'or'Stractai excol=fints Class B including basal'a rrcatmml eW.,material,ad site.+ may be designated.the a pay it,. all cmu assrc sated wvb these ems shag be Plans. included in other canvass ay sine. Bevekd end soctur. sW be of the same matersal . J. culvcn pipe to""they.m attached. M'bere pWa or rewfored co.ote,Bred,or aluminum , 7-02 Culverts are rdarrd in as Saad.. 7-02 it sh.B he uaueretood that reference is.Ise made to PVC. nctruction Re wrernenu 7-0'_.2 Materials 7-02.3 Cu G Mawrlala shall min thc mquircmcnu of the foil wing 7-02.3(OC Macing PVC Pipe smwm to the trench, prepared as spmLW te Section 7-023111 Pal.C...Cu1•en P" 9-0.<ip) PV'C pia shall be laid beginning at the low. and, with the . - RelnfonM C...C W.n Pipe 9O5JQ) bell end u .de. P. aeve.d C—n.sad S uw 9-05JO) pd t 6'grs b will Le tad a the bedding n lips Mh maurul and stead from 6'below tL<bodem of the pipe w Seel Cvnr.P W 6".bare the top of the pia. Nbed e is ummvp w conned NpaW Traanar 1 9-07A In . structure with a mudded joint a rubber ukered SsciuMpt Nraab.Pp.W Pa Ma 1 R AaphW T,wmet• 9-05 gm toecrete adaptor<oWr will be Md at We point of 6.r1 Tad S . r...action, Arphslt Tresmet 1 9-0d.49) M.oumm Cube.Pipe 945-3 7-02.5 Pa)Tnenl Numtvm Ed Sea. 9Q.Sf6) PVC Ppa 9-0.9.0 Pavmcnt wnh be made for each of thr fillowsng bid items It's,art u.ludd th th.preposal, NTere reel or aluminum are refereed to in this Section to 1. "Schedule_C iv Pipe_In Dram.".per linear { ecgan!to a kid of culvert pia, pipe arch, or end anti-u, d foui shall be uM.ntoad that steel is we coned with Asphalt 2, Plain Co.,Calves Pia_In Dlam.",per Gnu, Tensional 1 (palvaniaed) or aluminum coated (aluminu<dl foot convgated con or st.A,said aluminum is mvugaw aluminum 5. 'Cl _Reinf.Conan Culy.Pip:_In.Dian. alky as specified in Serum 945.e and 9-05A par Gxar foot. The Contractor has the orvion of concocting culverts of a. 'Plain St Culy.Pia_la Th._tin.Dion.", plain or reinforced co mite,steel,or aluminum within the Iimiu pm liner fact. sp.fed and.she ae in de PWu. It is not nco.sary that W 5. "Tr._St.Cult, Pie_B.Th._la. culvcn pia on any am pmjea be of the same kid of.Menial; Dion.",per linear foes. however,W contiguous pia 0.9 be of the same kind. 6. `Plain St Culy.Pia Asch In,Th. In. Unless otherwias shown in Ite Plana or specified,this,cW. Spen".Per Gn.e loot. of concrete pia at else thicknns of trial at aluminum pipe or 7. "Tr._St Cul,Pia Meh._In.Th._Io. pia arch rWB be the same far the entire length of say culvert. Span".per Wear foot. — and dull Ec col required for the maxim, •hagM of cove. a. "Plain Nesubk Pia a_In.Th. I. Dum.", Mrmari pia intilMions oho s+ the plains may be P.linear foot. constructed pmvidd them is no uwr n the cop m the Suit . 9. "Tr. Nrsuble St.Pipe_In.Th._In. Measurement for payment of thr td items associated with Dwn.",per Gnean foot. the drautge installation will be based on the diameter of the 10. "Plain Neuble St.Pipe A,ch_In.Th._In, culvert pipe described by the bid item in the pmpoW. Span".per lip. foe. If the Comracrdr ties s to are an thematic installation,plans 11. "Tex_..,noble St.Pia Arch_In.Th. for des aftertaste sh.B be submitted w the Engima,for app.,,al In.Span",par liner fact, P.,to procuring or conavucting des altermte. 12. "Plain AI.Cult'.Pa_In.Th.__In Dum.". When schedule A.B,C.or D culvcn pia is specified th the P.Gn,ar foot. Plain,the Contractor may pmvsbe aWmutea th accord.wrath 13. "Plain AI.Cult',Pipe Arch_In.Th._-In the requirements of the schedule shown in the Standard Pun. If San".per Gmar fear the option selected tequu.Deign C trueh.,,",,.a w J, The unit contract piece par Wear foe for culvert pia or pia arch of the kind and six sP.tftd anal be full pay for Page.P-38 _ y Rev isioo Dare: October 15. 1991 y r� t i -By Structural plate Itipr_PiK Arch,Arch,and Underpass 743 Strurtural Plan Pipe.Pipe Areb,Arch,and Undeepau luawhing. hauling and eau flKw, W plan We oomplded ^J. `Tapered End Section uuh Type_Safe,Ban utwilawn. WCIwmj bevdd and aeaiou Warn mquurd, and In.Dion.".pr uch. ' W other aork urine Ial m the mutruuion W fmw ckanmg of The "a wotna prize per oath for "Taperd End tltc culvm. Furenhug of eleand moerW from the romdwy or Seeuon wah Type__S-:ay Ban_In D.' stall be llmcribd bomry are- uul be P.id a zee a,b bk mat full 11 for W labor.awls, ruuruls.and eq.,rWo:rmce.ury wn raer prime, m fibrk".funwh.and Waul)Nt ead awaon. I _ IC ^Reuyi. of pipe and Sun)".pa liner.foot. The uM -eras prvue per cubic yard for "Svuaure Eaame tion Cum B' or "Swax. E..Vwi n CWaa B load.Haul"an ']-03 Structural Plate f d pr Wur Iona "RclsyWg(ripe of pipe zed ai•.)` e/e, Ape shall be full pay for uuvamg Nc trm:A, rco,ovmg tW pip. Arch, Arch, and Underpass usuprling a m ins new 1.6on, cloning, and r.UyWg d. Pip _. Where cu:vert pipe art u be removed be art rot m be 7-0J,2 Mete+ials m".all wag in eunneaion uiN Nt removal*hall be urludad in the uni: wntna pnx pr cubic vW for "&.du. M&kr" sWIl mere the requuemrnu of ut follou Wg Eles Vawn Clue B" or "Swaurc Exay.uon CW- B Incl. a,xuou: Haul" C..Char yt1f10 6-02 15 "Flard Ed Section_In.Gum.",pa,,uch. Con prd Swl AsphW Trva mwa 1 945.60) IC "flan EM Seaeon_In.Span",pa uch Coregard uu,w,um 9-05.6(a) The unit mmna Prier Pa wch for Bard and aewou for Roa.ua Seal 947 We aim culvert Wmuhod sum! N.Wlld.hall be full P., for all uom m wmplae Ne work ucl.dW,tat plaoa zed cxwoarora AWmau WMWWou -Mum in tW propoul may Iw uh,o spwJd, wn.wcud pmvukd tWre u w urwe m Ur WWI at or u e 17, " sign C Trench Conswcwn',per wbk yard. Ww Wwo or domroenl m.a SWa. The urut wntna prior per cubic yard for "Deign C Moaauremut for paymm: of the bid uern,usmuwd with -� Trench Construction" dull b. full pay for won,u Ling Ne dr dnwgc mull-wn WB be basil on tw anW of Nr aocu... NcI.d.g exuvuirn argil dupoW of exuv.ud in.ulWwn described by the bid iwrm W the propotal. nuWrWW- fumahing W Facing of tW required hay or new, If the Contncmr ekcu m zee an Lkerrak Wsullation,pWna and pucmg allm Runmg mazer 1. No paymatt for Deign C for the theruu tall be aubmiord u the EngNwr for approval uanch coos on aWt be male utarm the Design C trench pnor m pmcuru,g or wn.trucung the she.w, wuutrcwn u requud u a ea` a of the Contncbr'.olXW.N selection of echrduk pip. 7-0JJ(1) Foundations,General Ik. "Cone. m,a PrWe w cvbb yud. StrM-eal Wu TW unb mntna price pr cubk yud for 'Gone. CW. P P'Pa. pre ucWa, urderpa.u, and Msa 3000" &hall be full pay for W "it mquued N plug txuung for arcba-hall be pureed on auble foundawn&prepared W the I PiKa wdNa, dWk, and grade glum by Lh. E.,Woer. Sot .pou 19. ^Swaurt 2xuv.tion CWs B",pr cubic yarn. mmunlere4 W Ne baac-hall be-anv-:d m s depth dutaed by 20 "Sme ure Eauv.wo CWa B Incl.H-al",per cubic thc Engmmr and be bickMod wLh grave) or olAa mluble yad, maurul and thoroughly wmpacwd. Tbc unit wntna rue Rock, m r,Ncr kdgc or evuld.r form.wn. had pm, oar r D per cubk yard far ^S8 WL emrrund gnvcl oxumng W Nc bar maural aba0 be E.W". ar rW.s B" or "Strueure Eauvatim CWa B Incl, uuvatd bek. gndc and backf]MW unb auiublc nu:cral ao Haul". on s If no d 9e fo 2 b dull a full pay for the there uW be s minimum k inch cutuo. under the cauvation If w bid ben for Sfra�rc F••atawo Clan A PK+ P:K or$trvnurc Erunwo Cuu B'a Includd W the andu'<of an.�a,or adcrp..a priers thm the Bork will be r widerd iewdeaW and its twt Any&boring or n eacarswm required-WB m,,,the .mould be wdudd I.the rod of the pipe. rwu4emmu of%rain 2-09.3. 21. "Shoring or Extra Ba.v.4on CW.B-,pr lump sume9uew I,. 7-03.5 Payment The Unit cot as prix pr lump &umyaaea-(er for Paymert w11 be made for ach of the following bid item. "Staring or Extra E.uvawe Cl..B".haze be lull pay for Ne tha are Ncludd W the propoW work u epwi0oil N Semoo 249.5. 1. "St Str.Purr Pip_G.ge _In Dum",per 22. Safay Ban for Culvcn Pq.e Typ pr Wwr Lour foot r'bh Aspbak Traatmeal 1. foss 2 "St Sur PWu Rp Arch Gage_IN In. The urn wan&pn,s Der Wur !oa for"Bata, Ban for S,rn",pa linear foil v[h Aspbah Troawmi 1. i a• Culvcn Rp Type__^.ball be full pay for ill aoekw, WMq y. ^St Su Plate Artb__ Gage_R. N tools, mseerWh, aW egmPmrm ooceaury m fabricate, h.muh. ;Soar',pa Weu fora iekh Aapbak Trewmt 1 and Lump the ufwy btn The work and mauri.W u wvwa 1 "Design_St Underput__Cage_Ft he�dwW will 4 paidfnr aepnuly. In Spm",per Wur foot pagr-sP 30 Re,mon D.W. October 15. 1991 L_ L_ 7-01 Sturm se 9 7-04 Storm Sewer ' 5. "Al.Su.Kew Pipe In.Th._ In.Daunt per Low foot. YYY 6. 'Al.SU Phte Pipe Archh__In Th. P. In.span",pa liner foot. — — 7-04 Storm Sewers 7. "Al.Su.PWe Aron_In.Th. P.Span" per La.foot. -- 9, "Iksipi_Al Udcrpul__In.'M _P. 7.04.2 Tfatetialc ' _In.Span",Pr L.foot. The and conte.a P.par Brtrar foot for sm.mN pWe Matcriale shell meat U. req.,., u of the foUowNg Pipe,pone anon,Aron.In:aoderpus of the daipr4 type,g.ge or eeeUoeu. Ntckneat, and Wo .pocifiad shell be full Pay for Nnni hing, Fesi.C.acror.Stain U..:IN, 9sH.7(t) d h..hng,a u-embling.plea one wmplmed-trwYYrt. R.c.fine.a Cmcw S.S...r Pp. 9-05.7(t) 9. -Cane.Clan Per cubic yArd. Swl SP-Rib Sean Se..r Ppe 905.a Swl Storm St...Pp 9-05.10 The Aron anL.n prat Pa cubs yard far -C-0n.. CI.se Aluminum Storm$..m P" -'hall be perd u\po5d to Saeuon 602. t Sum per po Spw Rib Suxm Serer Ppe 9-05.17 10. "St.R<mf.Bu",per PVC. PVC S. RR 9OS.12 The unit contra prig per pound for"SL Reinf.Bu'lhlU Corrua.ud hiµ daa0 po17.U71ue be pad as-poihd in Seaton 602, PP WPrl1 P. 1:. "SnL.IYR Eiau\UOn[W!B'-.per cube-Ysrd. CS.:IIII 12, "Stroetun E.ay.tion CW-B Incl.H\ul-,per cube wbrR atael or-1- l um-1 nfarmd to m lAeeat Son u, Yard. mgard to a kind of storm ee+ua pipe, a-hW be undcntood thin The una mnarea Pna pa cubic yard for 'Swnun -tool u nrtc-Ud(S-Nantred). Asfbah Treaboel I Cwad E-av-tm Clam B" or "Swuun Eaay.tion Clue B Incl, wrrupmd 'von or rtael and H.ur- hall be paid u rpathed in Scu:on:.09. If an bid item aluminum a nmug.td aluminum emy u\Pothad to secuons for Str -UR Facoe.tiou Clam A or Structure E.",Swa 9-05.4 and 905.5. Chu B is ittrludd h the wbadok of Prices then the wrk Mcm ban aluminum or alumved -tad pipe coma N ' will be ctmiderd imedeaal and its e l should be included cnnum wth oonereto. he pipe .h.11 be .11d m accord-ot is the cost of the pipe- wuh Section 702 5(1)82. IJ. "Gnvtl BeAU for Foundation CW,__".per cubic Altornaa Pipe inmBNons -hewn N the Phn. may be yard_ canitrueled providd Nan m no inerwt u,N.tout colt of the The una caomct price per cubK Yard far "Gravel B.cLrdl imteWtion or doc,tMnt m one Sure For Food win Me, !hall be paid u .p=,hW to Mosunment for pyme.I of the bid items awcutd won sanon 209. th.-torn scwr in-taWtion uiB be bud on one d'umetar of the , 14. "Shoring of kvue Eaavewn Ch:r B',per stptaw norm--T,p:pc do�cnbd by one bid item N an,PW-. few L•tmp Sum. If the Co.".,., o to u-.an.1wMw inlUI um pWe -4 lump sum for for one-hemate-hall be subrni ted to Nc EnWoo, for.pprov.l , .. . •. "Sho�`p✓✓ up-&.;a %me B"lh-B be full psy for one P^ar to procuring or camwcting Ne-IRm.te. wrk a\-peciftd h seewo 2-09.5, 15. "Slfuy Ban for Culveh Pipe Type_",per'inar 7-04,3 Cool Ilion Requirenenbs m The uu contra prig per Low foal for"Stay Bee for 7.94,3(1)8 Pipe Redding Culvert Pipe Type_"µa0 be tuff pay for all-ock..hlwr, Sunabk c-ay.00n Ih.0 be nude to receive Ne act] the took, matt.M., .d oqutpmrM note-ary m fabr . Nn,.h, of end imull ate ulery b\n.7Tt wrk Laj M,,,nah to comUw pq,c, and Nt jouv,Aall not bar upon one foundation m.terul. one bad—W-vill be-ad for upruoy. All-di-t nw to have.1 grade nhall be mad.by senping.coy 16. 'T-ptred Enu Stocuv with Sfry Ban In, or r"S in wall suitable bedding Mutral under Na bay of the Di-m.",W ea h. — Pipe Aral rwt by bbcking or wedging.Bea40g Mk,.l-t.0 be 17, 'Tapercd Ed Savor won Sfesy B.n h. gnvol b"M for pipe bdding Id.h.11 be censwcmd to N. -ate dunen-wm.how in the Sand\N PW. SPL.".Pa ach. The unh anon." Pries per soh for "T.parad End Pipe bedding for PVC Iewe Pipe shall eaw;st of pa Saban whb Sfa Be- gravel. It shall be placed W a depth of 6-ores sad 6'uuder Y _ In. Dien.` and ••Tapered Ed the exterior w.W of the pipe. Section uuh Stray Be" In.Sp.n'\h-0 be NU psr for W kbor. took, m+whb. and equipman naaury to fabricate, 7-04.3(2)A Sung Line and Grade fumeh,ed N.uB Nc end lotion. Survcv Bne eod gnat ArilI bat provided by the E.g.,.,or l c"U"efor Art I mumer aomietard ufth -csx-ued pnetica and 'jJll these specifratione Tee Co-tram- MU truufer line and grade into the dttoh when they.rub be amed by team of.bsa ham or a tam gnat line -upponr5 on fumly w better boards u inton.b of not moR than 50 fect Na lea-thin t one batter board..h.0 h Page-SP-00 Rev ntoo Date.October 15, 1991 J s.(r.m �...�.. ;. .,rot, s..r,w,.r ..�- ,.-:_.....,,.-_ -.....»..... .T,,•$-^...Bp �ti,.r.- � .: • . . _ _ 7-0/ Storm Sewer 7-0e Sturm Sew", in use a om,time Crada shall M coneWuly chocked and o the TM length of taung storm sewer pipe in'..form..wih event of a deviation.the wart shsB be tmmediucly stopped,tht Section 744.3(4)will he the number of War fees of compined Entmom notified, and tM caue rtmedud btfore pioceedtog wWhtion actuWy waled. �a with the wort. Any other procedure shall have the wnucn Excavatwn of the amrm sewer trench vU be mcaeurco u approve ofere Paginm, aucture cacavaaon Cka. B or awcwrt ...vapeo Class B wcludng had.by+Ms•.e.b,. - i u spocJied m Socion 21 if ' 7-00.3(2)G Storm Sewv Lute Conrnaiorrs these k®s are included is the contract ,Pt Stone sewer line connection.w nuNu, rtuin.. Werab,or Shuewg or esera c.eavuwn will be mulured u spe.tfied o aide storm mve.shall be kA uncovered until after the Engineer Sayan-' 1 a. has mwocted and approved the wort AM approval of the conrecu m,thc Irmch shW M back dW as ep.,f d. 7{4.5 Payment All connections shall be done utilbiag pre-maoufsctured tee conoectorf or pipe sections approved by the Engineer, Payment will be mad, fot each of thc lulkwing btd items Any.bee method or materish propnsed for use in makiag the.ra Included o the proposal'. connections.hall be subject to approral by the Engioev. 1. "Plain Co.,Sturm Sewer Pipc_w.Coco. per Wear toes. 7-04.3(3) Balling Storm Sewer Trend 'Class_Remy.Co..Stone Sewer Pipe_In. Diun",pa I..fool. Storm ewer trench. shall be b.ckfijod u soon after the 3. "Tr. _See Swim Sewer Npa_In.Th._In. pipe laying a po..mle.The Contractor shag nor ha m ve orr th., Diem".per uau foot. 200 foot of trench open m w,hkh the sewer has been cumpke d a. "Tr. AI.Storm Sewn pipe_In.T-, _in. cxoept by pamrieuen of the Engimar. BackMIing of trench.in Dom",per War fow. the viciney of catch beaio., manhole, or other appurtaww Tk no mruact prier per liner feat for swim ewer pipe wW no,be permmad until he cement to tht masonry has become of thc turd and sue ap.,fwd shall c full pay for W woh w thoroughly herdened complete thc wltaWtnn, includNg adjustment of.nveru to TM apace beewean thc pipe and the ho wen and aid.of tie manba:a. Wbco w bid [ens 'gneel baekfill for pipe trench .ball be filled or 6 inch looac kyc. W each layer bedding'is included in the Scheduk of Prices,pipe bedding, compacted to 95 pcwrt maxmum d.,.y. The fd:Ng shall be u shows in the standard plans,stall be cousidcM incidental brought up evenly on both aide w the iced of the top of th, to the pipe and an additional payment shall be made. pipe.The pipe shall the be covered t9 a kast 1 four above iu F top.srtd the nu cnab wWiy tamped wth aW,priue nob u,a aw�{sr. y,,,,, 1 manna to avoid injuring or dietu Bing thc completed sewer. The m.tcrol used for baekfitimg amuM aM to a point 1 four above the top of the pipe.ban M clean auth or end,frte sMee red y r, sb&VT.be of storm from clay.gravel,er atom which will rasa pus through a 1 nch p P, required b the meat amt M considered .. keens. W b and idduded m the tank cootratl pets for other .< aUVe. die In the—ing portion of the b.ckfdl,U.backfdl ma trial 6. "Structure Eacay.twn Clear B",per cubic yard. !hall be placed in accordance with Socuon 2-09,3(1)E. 7, "Structure E..V\tlmt CW,B Inc1 Haul",per cook WJ''_ig on the pipe aMU nes be allowed used J less,1 foot yard. of aM has been placed upon t. Thc unit contract pnce per cubic Yard for "Smmurt PVC Pipe shell be bedded and backfdled wvh pen gavel Faavuion Class b' or 'Struaurt Eacavuion Class B Lwl. la accordance with ]-0s>(1Ill prior to M<kfJWg the Haul",as apecifctl N Section 2-09,ahaB be full pay for W wart remawder of the v-neb. necessary for the mn.truction of the poem amse trench If o0 Measurement of bank run gravel for trmcb backfdl will bid Item for Structure Eams,.ioa Class A a Structure be by the ton, w a.ordane wkh aetl»e 1119.1,or by the Excavation Clan B Is included J the athedule of price then cakulatioo of oat Gnus based me maximum trench widtb per the.rock will be considaM iocedmW add iu mat should be section 249.4 wing.moversioo factor or 1.5 tom per tubk included in the cent of the pipe, yard,whkbever k less. a. `Cone Class 3000",per rabic yard. The uric contra price per cubic yard for "Cone. Class 7-04.4 Meastrrmtenl 3000" shall be full pay lot W work required w plug custug The length of storm sewer pipe will be the numtcr of In. anvil ewer pip.. 9. 'Shoring or Erin Excavation Class B",per lump fart d completed WlaWtkn measured Jong the invert ro will swereq .wfeas. include the es wi though elbows,tm,aM fmNp.The number The um, contract pna per lump sump,-loss for c liner Ito will M coo the from face reader of mtnhok w -Shoring or Extr.Evavukn Mar B"shall be NN pay for the .urater type nunhok or w the uuMe fact of web Maw and work u.poctfied N Scare 2-09.5. .LnWr type nmctur.. The cuncrmr Commercial Clan 3000 for plugging canting corm ac.,p.p.w1B be mmurM by the cub,yard.r.q,mm, as spocified m Socnon 7.02.a. Pogo-SPJI Revision Date October 15. 1991 1 , 7.05 Af.nbulee,Inlets.aad hub B.L. 705 At.oholn,late",and catch Buim Ccn M, shau rea W NW and 0, AU wrmection. _ _ Nu .antra be .ucca.f.By re idea .1,- oa renovW W at. 7-05 Manholes, Inlets, and Catch COnnxcoo. 'ode B.ckLWng of .1 . m .k. arty .�h halo. shall be Basins done m.ecor wN Uve prover ens o'hoot..7-09 blaM lcv and Inku dull be c r.m,ted on.compacted undmurbed kvd fiundulon A y,t lad *MR be placed In 705.3 C.,Actruction Regturernents awn full Inc.& fur precast .,as .f deemed neuasary by Nc Enginee. L,,On fw! .ccc,%eOcc of the work, au uuh bum.. The meay.uon far -n rn.Nmka, i ku, and uuh bow nunholes, calm, and ether dnwge A.U. shau be epee, , sluu tr.0 Ncienl In lave I foot in the cloar bgsvwl Nev outer clean,a Ira drarOa, .urfacn and the oaM b..k. All maoboks i"U have eccentric moot end shall havt Te cover or grating of.manbok or uul bea..eau not Wddera. be grouted w(vat grade unLd thc fool ekvunn of the pavtmrm. AnY sharing or extra auv.uon requued shW coca the guacr, dash, or s,d.,v.lk . vh a u . be phut her bun regvtrtraate of 5'atmn]4)9.J. :. uubhfhcd. and uOW therufler u grve- by the Engineer m groin the cover o:gnwg m pWu.Coven sh.0 be 7-05,30) Adjtisting Ata.tholet and Catcb Basins w seated properly u prevent rocking. Grade ;Te Conuacmr shall have Ne oq"an of comuattNg rot nholu of precut con:rae or test-m-phct concro e. When .bswn m the Men. or .hen dvectea by the The h..L. m manhol. .haU,an:onn arainuly m Ua Engineer.Nc swung rwNala or uuh buns shut co adjusted r .ewer grade, m the gnat.staked or othc.dca,..d by the Engvrotr udder rungs ,.0 be grouted N Nc prec.0 co" wW. The esuung ost iron Ling and cover ran muNok.and the Rungs _lull be unim.ly spaced u l:N<hu and be .erucaUy uuh bum frame tad gnu AMU (teat be ,.n.vW aa. .bgned. NomugNy cloned for reir.0 Ling n the re.tlevu•m. From In the event any pipe eaten the manhole Nraugh Nc prwst that pout.the ewtmg siNaurt shall be oath or lowered to the mnerar uniu, the Canvacmr eh-" mar: the next..,) cw requoed dcv.uon e.en Nmugh the m.nhok wW.M.tad muh. The reel.h.0 be cw Rush with the face of the crelre,c .:M .h.L be cw W such a au-ef-tM manner that it will not loosen the rein forcemmt ir,the m•.m,ole .U. Lp ULPL`td_Syerea: NL.bw., catch buim and s.iL, The ends of W piper.lute be trvnmed Ruh w,n he jade structures W areu Lo be surfaced with erusLed rock or g•..c j w.11.. sh.0 be, ...ucte.. to . ,.t appmvim.my right iuhn Rubber gukw or Rra,bk pWuc gaskets may be used m below the subgr.de aad corned wnh . tempor.ry .ow Longue and groove j., of prcuu uou,ldnu becveen prccan cover canting ma.bule sball be cal nR and mveed in a manhole umu us.,;for s.mury.ewe.shaU be rubber gasketed. IlmUar .a-uer. 11, cuou.cWr sb.0 urefu Uy reference All other jomu and aU openings cut through the waW WW be each manhole so Nat We7 may bt eas By found oldn groated an' 's.rugh, compicuoo of the sueet work. After ,Wang the gravel or If gukw art uses,handling of the P.-m( umu .tier the crusbed imot sarGriag,the ma.boln and m.abok rast,.p guke, her bcon affued .lute be "a, unf.L'y W ay.,d than be mastrue" W the :.uh d gr.dr of the mad.ay dumrl,mg or dutagmg the guke, or conuai ung d wtb a:r:tee. F rot wi.. -a say for bringing m..boln to fc.'ign Care .hall be ....am m aaan p,,, -- de %"U onto .bout the e.nbole aad be held N the .Ugnment before the jo-u are uurely forted no, Dunn, minimum ten et eeuary. M We compktioe of the...bole i scmmn of the tongue o: spigot, the uniu shall be p.nuUy adj--cent,the void around Ne...bole sh.0 be bukfdled suppbrscd m miOani unequal Weal proa.urt on the guke,and .do ulmuk xbk' rnua is the suck- rrgu.M an the W msmuW coneenuicay unw the Stake,u preperly pnaWoud. typical rwd .sy sx.»o, and be thorougbly compacted. Rigid pip-come =,m unitary sewn W.s"A be N'berc bin,.W.0 surface Nea a t '- m be p1ac c, the prevded with. Reeibk joint u.du once b.m Uu face of the -.-hot-cuu.gs sUU be iutaRed Isom 117 tacb m noe jock manhok of not man than 1 IR lonea the nemw'. pipe die...Mr Ljgber,than the raid..,surface,as the eagi.ee+m.e d'vut. or 15 irchu,whkhever u groaner. LS ot_q.t ronirele p_Smrnl: ALabok,. nub o.. Flrub:e pip. connecung w smlury sewer nu Ica.h.0 aad si.iW .tr.,ra sb.0 be muwaed and adjusted in be prov,dm with .n rnvy cuup4rg or guke, .,proved by the We tame ....or u outlinrd above me" that we final E.t., No pipe ju'.w m Beubls pipe .."be paced whin ad,.=., sb.0 be made nod cast Una h...be sot after 10 fee,of the manhok. loans have been,paced.nd cb,-I d. 1,v["at tht mucrete B.ckfUhng around Nc work .iU not be apnoea urW Nc p.vrme.,t, en+eme are sh,U bt taken -oat to .!'er the tonne,.or mortar her thoroughly sot. ,.sumo of the castutg m any way. Czech ba....haU be.aanigN. 1, In mnrrue ouanrnt: htsoholes sb.0 o be Catch boa.. gnu Nle,. .nd drop cola conn.en, to the •dj.wd until the p.vcmeot u caen,W. .t.hire time the .ewer thou be.n paced fw 1he connuwg cope m.y be oa.Uy eeaue of oacb ..-bole sh.0 lot earefuuc rtkeated fnm roddcd over a.entve length.After thc comruuon.are made,the reference pr"r,Iy est,FWbM be !lee contractor. 11e Page-5Pd3 Rcvuio.Date: O:tober 15. 1991 r -! v`> 745 hlasholes,bleb,sod Gbh Buie 7-05 hlanbdes.Intent,Sad Catch Bolas = pavement shed be Sul Se a resukW vat and hue materW be removed In perma "moral of tht cover- The maonnk )-05.31J) Conneclionr to Esisting Manhole shall then be bsought to pn per grade uI Ions the same mehods of coaseuctioo . for the manhole hself. The east TT• Contractor shall vent, mven elevation. pnor to uoo frame than be placed on the concrete bouts avd wedged mnstrumon.The crown ekvatwn of laterals hall be She,un.a as up to the desked trade. The asphalt concrete paremml Shan the ern.elevation of M incoming pipe unlea. .penfd TM be cut and resolved to a seat Sink. the diameeS of which estimating base shed be rtaMped to pro•'ide.rha.lo,l equivalmt a shall be eq..,to the outside diameter of the test into(came out Spxn'd for a new manhole. plus two fens. The base mattrub°ad crushed rock rock Shan be The Contractor Shall e.u• completely arotnd tha removed mod ciao bi31a1 contrast than be placed w that the manhole Ill prevers urnWkrsrad loading. TM manhole Shan be ensue volume of :he exuvatioo is replaced up In ovbu, ba, kept m operation at W limn usd the osesasary precautions than sass to aced 1 1'2 inches of the finished partitionist surface. he ukm to prevent debris or other madustal from onlanng the Oo the followSeg day tAe concree, the edge of the .shah Sewar, including a ugh. pipeline bypass through the S.Mng concrete pavement,Slid the now edge of the caoti°g shall W channel if rtgound.Water used for nothing Seed wring shall not wised with ha.phah cement. ASVbah coslcrele Shan then be aloud to arsu the anal be plerrd sod mvpacW with band bmpen and•patching An donate to Use rru°hole reediting from the Contractor'. roller. ItSph.f coocree will be paid for as asphalt openoon Shall he repird at no e>pente to She Suu concrete pavement,class b including p.vlag uphalt per ton'. W'hee shwa go the Pala., new lain pipm Shan be The ampine pmb shall match the noting Pared t.far,for c000eW an autkq nn4 catch hallo, curb intact ana'or u>ture,dentin,and uniformity of grade. The joint bewees re.ohotm. The coomaor shun be rryuked to race drill law the pawl and the outing p.,..t Shan then be carefully the structure, shape the car pipe m re and pal tht painted oath boa asphalt cement or asphalt emultio°sod shall .,..s Se • workmannke maoon. N'her d"vetted by lb- be immed'utely covered with dry paving sand bdorc lite engineer ter wbec,sbowo o. the plans, additional structure asphalt cewcvr Solidale. The uuid,thro.,of the stailkl< chavueL'ir.g kill he rryuved. shall be toore.ghll martared and plastered. A ^l'...eutioo to esoUo{^ item will be alkwed .I Soy Adlustment Of Inleb: Thr twat alignment and grade of m°nceor. of a slew lice m ao outing Structure, or the test ". frames for uew sod old ideas to be adjusted to r...newis of a new standee to a acting rave. No grade will by established from lhr forms or adj.c cot rcolives oo lv rristlag"will be accepted.1 the location of new c p......t Sun �es. The final adj.t.,ot of the top of the s.bllatw°,n4locatioo Sad adjustment of Erie manholes,utrb inlet will be performed in similar manner m the above for baths or curb laten. manholes. On asphalt concrete, paling projteb uiot turn The un°bad prace per rich shall be full compmsaGov for all labor,maleiah and ui men[required. N p and utter section,.hat rtioo of the r..1 iris° Inmr lid _ t W embedded in the gut,seeLio.sb.n be solidly embedded in r. concrete also Th<concrete shah e>teod • minimum of sat 7-0S.d Mearttrtmenl inches beyond Ur edge of the.stint and shah be len 1 Ira W all le h--WIa..avalvl inches helow the top of the frame S°that the wetring coupe µs, of asphalt ccncree p.vement will bras the ran inn frame .. vt"r�r^halrTMC The existing co scree pavemeal.ad edge of the ustislg Shan s{utl,+:a�w be paSeW with but asphalt cement Aid wousab in the sate vfr vvt^��•'vteknvaaavv.l•ar�'vn' sructure Shan be aasuuc W in the sa Sad of the hlame ma.." oboks will be meatured per: each, btensurenent of "we material.that required for neat latest. The inside of manhole heights fnr payment purpose win he measured fen or the lates shall be m°rsared and plan rat fwubed rim Cevatioa to the Seven of the lowest owner Monuments a.i�can'too Irma and Corer Mooumab pap and r°o°.mat ca 6.0 sbsu M sdjosW to trade in the same bona win M ,u n C per tech roamer u for manholes. S h uwvuie Chas B and atrudurt yj as ip Cass yet,, has castings: Adjustmata of -Sloe hot castings S including dodo Foul inn M rrurasurd!y-ahS-w6w.ysr4u apcnbW 249. shed be made la the same manna.(a,maboka. m Sreuondon Abandon cwtlag manholes win be mutated per each C...n.to crusting manholes will be menurd par each. 7a15.3(2) Abandon Existing Manholes Shoring or S.cacavwon will M mewored u Spatted m W here it as req.ir d that a,coating nunnl,k be absndnnW. Sacuan:�09 s. the sbaeura stall be bmkm down a.depth o1 a lust a fad below the revised Surbes ekv.Wrs,all connections plugged,the 7-05.5 PSy7nent ewhok base shall be fractured la prevent standing water. Payment wed be nude for each of tha (onowsng hid ntemt and Use raM.k fJkd with Sand ad compact°' to N patient din.re ncludcd Se the Prop o..l amity . aped,W in Semon 2-03.3UOC Debra reaMng 1 "Manhole Under 12 R _In Doan Tfe from Unst,ong U. tppef pan of Us— nhok may be mud vnth per each. the, ones..bynct to tM approval Engmear.The ring and ^Manhole 12 R to 20 R._In Dum TyTa Suva Shan be Wv.tw and all othv. Surplus material dul,.d par cacti of. Page.SPa3 kcvbion Date: October 15, 1991 fs.� I" AIL vs 740 Crex u.,h F 8eddio4,and BacYfdl for Naar A4iu 7.I0 Trench Eat-Balding.and BackfJl fa Mr..Mims ). "MuJwk Ovcr 20 R. In.Down.TYp Per each. a. "tAwnsumType peracn.Type 2_Inch r J "Ca Bu 7-10 Trench Exc., Bedding, and 1 tch ie .m.'.per uch 6 'Grain Inlet Type ',per a h Baekfill for water Mains` 7. "Drop Wa Type_".Prr ucn. 1. -Cancrac Iwti".Fr ucn _ -'t1ei Wa Per each 7-10.3 comt,vmon Dnails - TM Pay..for the ru.vw antes ePeeifud above.hall'x fuu Pay for furnishing all labor,,nareriah,WI.,cad equipment -. re uary to wmplae aw u : ae wrdIng to th, Pluu arw 740.3(7) Tr b Et vYOoo .paifiuuon., uKludmg the rum:-hung arM pl.Cmg of W ,ueuunca, ouch as cur i... .6,p, .rani. uIp, atIM, graang, 7-10.3(")B Este Trrn b Excavation uW other tmm.. Chang.In grads of tbe water main from those sm.on 10. 'Adiust Mudule'.per uch. the PWu, or u peevided In the SPal.l Prowbns, may be 11. Ofut cut GwA Bum',per h I., The wW contras prize per each for 'Adjust Aludrnlo' or necaury bu.uae of unpinned utihoa,or for oNa rt.w. 1I, "Adjust Catch Buie"aW be.full pay for W wets necaury ,n in the op....of the Engureer, a u nccaury to.I iu.t correct. make the.dju,ment In IudIng rawraw.n of ad,..,aw In a rtl 1c,or In any Way change the line and grade,wch clusI rats...ce"bk In the E gineer. .hall be nude by the C.huaae., under the corm, of thus, I 'SW,YYR El4 Iltln CW.B•• per nVOK V\rd. SP[CfGWN. -, IJ. 'Su."..Exay.wn Cl..B Incl.N.ul',per cubic `.Mw p1pWe grade Is III.. m razes. of 1 lone Maw yard. the grade indicated In the Plana.the Contraao,.hall m.kc.uch The caw writs•• Pants per wow yud fur "Structure ern 11.1LUon ae nwuury. ExuThe I CW, B" or "Struper Exaviuon ., " B Ind N'hen the p,p1Ine horunnW alignmen(u changed by mart Nan 1 few from the line Indicawd In the Me,..Ile,the trench Il.u:". u ap.Cw In Swun'-0 ,xhLU be NU pay for hu been cam ated.the Co."=' ahall uv:.vaue me tr.nch st u.,.u.n and backflling fnr mudwlei,gnu Wm,drop.leas, the changed lecawn and backfdl and cumPaa tn. pmvwu. - and arch Wis.. If an bid "on for Structure Eacavatieo , CWs A or Structur.Ev:a.atioo Cba B 6 included in the tnnch. wbedule of prices thm Me work vill lm comidered incedenW •rash-aaaa.aaiee.E.eavtioo of the trench at the ch.." and its coat should be included io the cost of the pipe. la. "Alu.don Exiuing Manhok",per each. butioo s6aU beeowidved iocidmW b inataWtw• .. We Id. "C.tnecuon to Existing MuInol,".per ach pipe. Mruurrment of"bank run gravel for trenel,bac4 V The unit wnua t price per each for "Abwdon Emoting will be by the coo. Manholes"and"COMation to Exi.Wg Muhola"1 W be full Pay for au co.0 neuaaary to perform 0.work u rec-mOl 7-10.4 Mrdcaaranent — - Ib. "Shoring or Extra E..v.uon CW,B",per lump No mwuramwt sIW1 be made for clearing.rid grubbu,g. wmq.ww'.. removal of ewuQ street unprovements. protecuon of cu,ung The um, convect prize per lump sure-q- I -(ee1 for ut ufs and asrviu..trench cxuvwun a,L b.ekfdl,bedding the "Shoring If E.tra Evcay.unn Clue B" ,haU M fuU pay 10,the pipe.and compaction oflou kfdl cork u.p.,fnd in Section 2.09.S. Whw Wend u.pay item.mck c.cavatlon w he mea,urt 17. 'Dmp MarJtok Conre.tion',per ucn. In its ongiul posmon by ,olu.ne In cubic yards. The quamwy The urdt wnu.a Prize Per ach for "Drop MaMok ..used for p.ymmt wW include oNy the material cxavaW Cotmemon" .h.J M NU pay fer W fiber, marenab, card fnm w m. the bmm berevuBa defined. My Jdni.hal equipment neeaaary for the cowuucawn of.deep wnt>avon a exuv.tion maide of rhea.Umiu will be con.idercd u hying .•cook. Inducted.but not lonitnd m,u W JuWk inn pip., been made for the Contractor'. bcnelo. aM all cow In Brim'.uM bl.xkmg nefeali rs In wwtn.+a amp for one aeuer wnnWion vuun such uuvwon aw be included In the urn pipe. The prig pa'.d per drop wrmacuon a in addruon a du corns prices for the various iurn.of aorta Price paid for muhot.and I.,the p.,find.ew.r pipe that'ts The Imrrrunua limits for I .Orm,rock.xeay.tian r„u M npl.ud w;h ductile von pipe. Ure .id. of me uvrnch, erupt no pyreent rv,U be made fe. .terul removed outside of vertical planeo,emencled beyond th. maximum uench width., a, ape,,Bd 'cat Section 10.3i"1 V.ruul duunca .hall be mea.u,.d fnm tM upper--Ifiane of the rock to an ekvauc.6 inch.below the end.nide of the pipe narrtl. or to the brvu ..rfa« of thee rock, whichever I. la.. Boulders exceeding one cubic yud In volume.lull M Paid for a,eording to their memauOW volume Removal of the .ern trench ....v.W. u dcfmW In Suwon 7 10.S(/)B moll be measured cy the cubic v,w The depth d.W be the actual dey1h removed for zee cham1W We or Page-SP44 Rc.T,ioo Date:October 1j, 1%1 L �v , e -- 7-I1 Pipe Imautiou for N'atac Maim 7-I1 Pipe IostaWtice for Warier Maw grad,in accordant with Seuron 7-10.3(3)or u directed by the cos, thereof shall be included in the payment u 'Pcc,fed m Engu'ecr. The wdN [hall be the ac,ual width ranovd for the Sector,7-11.5. dunsd We ar grade,but in no ease hall the messurd width 5. "Shoring or Eats Eauvuion Trench".per-R— cacerd Nc aU..J1.width,spo ifid in Section 7.10.3(7). l"dump sum. Remov.l u,d rrylaamcta of unl.aAble rnu.rW .1 be Too unit control Price Per pwarf fsadump sum for meaaurcd by the cubic yard The depth shall be 0e actual depth "Shoring or Eon Eauvuion Trench" ahall be full pay for the rctnovd below the depth specified a Section 7 10.3f5). The week as 'peck in Section:09.5 for 'tome ar cats wtdN shall d the actual width mm"vd,but in on—'Ill the nuvuiun Class,B. measured width cxund the albwWk widths 'psilid N C. 'fouodatue htatei.. .per We. Sectwo 7-MNT). Pa.meat will)be made as the uak mcitract price per.on Motu noucad of bank run gravel for uench backfdl will be for -fo..datiu. =Wi.l' wbkh prise 4b.D be full by the - - o. mop osau,o for arn,auog..it d'upuugt or the umciiaMe i, Kmrdimc,with Section 1-09.1, It by the ukulatiuo of matual and rrPlating with the appropriate foundation .rat Hoes based oa commute Tench width pee Section 249.4 material per Sectiu.9-30.MO. using . mo,mioa faamr of 1.5 bus per cable yard. wbieberer h leas. Snoring or extra utevaion tech will be measured u 7_11 Pipe Installation for Water � rpec,fid in Section 3L9.4 for ahomg or Pain eacavuion CWs B Mains 7-10.5 Payment Pavmcnt will be made for each of the following bid item 7-11.3 Construction Details the art included in the proposal "Rock Excavation",per cubic yard. 7.11.3(4) Laying of Pipe on Curia Ty.c unit pdcc Par oink yard for "Rock^auvation"will be hB pay for a0 work to m�ovc and dnposc of maWlial.as Long ndius(1000 feet or morel curve+,either homm�ul or ,pen(d eat Section 740 3(7)A. 1f no pay item is lutd, rock verticd, nay he laid with sund'd pipe by deflocimg the)omu eauv.ton[hall be conudend incidenul w wvrk a mn,Wet the If the pip a 'hewn cured In the plan,and m special filings w-.Io,main and all co,u shall be included in oJor ism,of perk ae shown, the C.mtnmr can wumc that the cunt can be ,pec,fid N Section 7-1I.S. made by d,fl.9 the Nina with standard laii of pipe. If a, 'hare, knrth• as rtquucd, the Plans will ind,caa o,.um "G r T wh k r,,,wit can be use.Thc amount of deflection a;etch Pipe Nmt when pipe is laid on a I crxonal at venial curvc,hat not eso o, got half of the manul.a.ra,a printed recommended delkctiom. g."iew�-d43192 Where frets conditions rcquis deneclion or curve m, y 'Rowe mucipaed by w plans.the Eng.-,will duce—tee the muhd, meµ, to be used.No tdiuoml p'ymem will be made for Lying pipe --- -- on curve as shown N the Puns,nor for fithl change Nvolviny sadard k gw of pipe &Veered m w ]ulna When special fiuNgs not shown N the Plate are requlrad to meet field Payment for conditions,additional payment will be made for special fining,as 'nmosal acid repke®cot of umu4ahk material' will be 'sided in Section 1-09.6. mmidert d:ocidoaW m other hid it. and no further When wider gukted pipe I.aid on a curvc,the pip shall mmpec ion will be made. Oc)OwW w a sen,4M abg d t:nenent a ..n deRnctd tory the cued ♦. "Burk Aun Gravel for Tnch.B.ckfill",per arlw .Bp,m , Trerwhea shall be made wider, on curve for Nu The u o. purpoK. The unit contract price per awbiryardlno for 'Bath Run Grs,cl for Trench B.ckfdt" shall be full pay for all wick w 7.11.3(6) Laying Ductile Iran Pipe with POlyelhylene hmun, plan, sic: comp+ the n,uarul in the inch. Also Enrasmnenl focluded in the tank motr.m price It the dbpoul of ecca and uousabk material ercasated from the b eml. Ganes shown in the Plan',the t-ontnw•t .tall lay ducWc No K(vrate P- merd will be made for ,luring and von p:pe with.polyethylene er,caaerreat. Pfr and p1yW'brae gsbb Y'g, rtmeval of exisunt sum vnps.cmenu, fumuhint meuaneua ahall b,walled in cocci w.N A5a'll'A 6105 and insulling sand cushion, protection of caistu,g uQuas ad it, polyeebylme encasement sbau .be be imuBrd .. all ` Knrce,tench cxog"tio. ad svckfill, bedding the pip. and •DD'srluaotaa.such as pipe la alab,mupliots, fftwr'.,..e compacting the backfill. The Gams ,hall allbe considered as as rid,". is attard.. vvkh Section LS of ANSI .I.e or ,,idmaI w the work of con,wcting die e —in.we in• and all AWW'A CI05. L _ Poge-SP�3 Reyiiion Date:October 15, 1991 ", F -11 Yipe ImuWlioa fa Water Maim 7.11 pipe lmusUstow fur Water hlaiot Insunstioa of the polyethyr," edrJaemem Shan be For connection by any other nsthod,she Contradict shall fumuh comidered incidental b the insWlatioo or the pipe and no a detailed okesch for approve! rot less than two week+ prior in additional paymmt Shan be-Wwed therefore. Ne<Spected construction When ot stand dherwtit ill 0UMiul orovlswns or o0 7-11.3(7) lJying Steel Pipe the plans eta aai' m to"12118e-AW"ISiRL-i11 ht door by Cite f m REL'AfU_be - iced pipe Shan dot be used. Cie I t_Ued niti(i= Co..Wtiom b existing piping and thins art indicated 7-11.3(g) Trying Concrete Cylinder Pipe oa the dnwims. The ceotratmr mint venY aU nutiog piping,d'tmes+um,and dnatiom So or,proper fed. Cooneediom b the exuding water main Shan most be made tle cluster pipe without fe m at aking the nac." arrangemrou with the la Rua,"hall not.used Engineer asad,awe Work$ban and be started-OW all the materials, equipment and labor orcesur7 b properly 741.3(9)A Connections to Existing Mains mm,L,,the work are assembW on the site. Cornecoom to Ne euwng water main shall not re made The Coouactor shall p- dill an malmol, o¢mnp b w about Furst making t•1c na's"i arrsntern.. with JNc install an rnoomtio s as milicated oil the construction Engu,xI in mdvwce. Work $hag not be started until an the drawinV. The moo-acbr, shall perform the exca,stioa, maunala,ku,inrri. and labor necessary b properly mmplrae bedding,and b,ckrLU. mod on,ide concrete bbckmg for the th,work are msscnnied on we Sim. eodoections b causing mains. EZutinL wxter nu r shall be <a by the Contractor. The TheCity win cut Use names main and auembte a mmxiak. oss Contnaor ShaL` rtmove the portions of pipe to provide for the am all aid , make mil equipment b the outing sallation of Nc requu fo nLs at the pout.of connection.All c.System W Labor, macaside sod eq ntal an anreq elated of the dar..agc.used by J.c Contractor',operations b existing jomu shotrwbr scan ed mmides k incidental and all rehtd man b nmaa vt smite Shan be repaired by she Contractor should nt included b one-'demm of work. at o c. COntrartor installed isnng gate a no expcna m tnr 'canes Thc Contncbr Shan determine ermid we Connetions b the ranting wale main shah oil.made cud kngN of Nc coning water mom out mutt o removed. without f.t making the oecmaq am.ngemmu with the The ptpc cods .ban . bcvded m pr<vcnt dartuge b Uu engineer u advance Work shall out be Started until all the tnnauor.sdupWg guka during tnauWuan of the coupling Thc mataruls, equipment, and bbor oecauq b properly ntrbr of is cxtting pipe esw Shan . cirand b • wand. complete the work arc assembled on the site. arra T fmith.fort NsuWtion of the rnit by . Existing water minim shall be cut by the cootrsetor. The Transition coupU.ip+Inn be intoned by U.Contractor,aril comrndnr shall memos,the portions of pipe b provide for mhan.provded wmh•pies.fun uvap.The plastic film wrap the installation of the requited fission, at the poinu of Nan.wrapped bowiy around the pipe,hpingm,Sawi'OpW V' connection. ALL damage caused by the mousebr'a oil weured with lush-wtda polyethylene adhesive cape. Pipelines in which the coupbrgs art insuncd shall be wrapped• operations to canting join. in piping b remain w-Serv'm minimum of J feet on esch Side of the coupling. An join. car +hall be repaired by the contractor at no additional cot in the wins in the plastic film wrsD hall be mode using theState. The convamr Shall determine she lasses length of Z cA.wtte polyeLhykw adheatve tape. The plastic film wrap existing water main that mumt be monos'd. The pip, ends ..it was be wemniga,but no part of the pipe or coupkng Shan than be bevelled to prevent damage b the tramdiuo coupling be expand to she bwkfUl. tom ahan be exeroiwd during gaskee during installation of the coupling. The exterior of .ckldling b prevent the plastic film wrap from being punctured the h existing pipe end sbf . cleaned b • woad, smooth or intervene damaged.Plutic fern wrap said its insuW.n Shan finish.fore installation cip of the be unstained conform b AW WA C105 cxoept u modified Inrein. Tram Pion made dw moan la iouned r the movatwr Al.work ls ors,+urbd on a wtmedinn,d Stun Drocmd and shall a .eel bed with•loosplasely film wrap. The plastic consutuously vthout inumpwo.Stw es rapidly ma possible until film wrap than.wrapped dw with around the Dipe,fittings, transpired.No mhwolf of maw win be permitted ovemsght,oves •oil mupbnV. and secured wish 2-loch wide polyethylene weekeMS,or on holidayx adhesive cape. Pipeline in which the couplings are installed If the correction b the motion+ytum bvolves taming oR Nan be wrmppd a minimum of J fen on sacb side of the the water.Ne Contncmr Shan. comfortable for rwulying the coalition. An joints,a aains in the plastic film wrap shall be resident sffecsed by the+hmff.The Engineer will mdv.which made win&the 2-i ch wide polyeali adhesive tape. The property owvun on b.uouLd, plastic film wrap need and be watertight,but W pan of the T.Contnaor may be reluwd So perform Stec,wmrewn pipe or coupling shall be expod to the backfSU. Care$boU during tones other Nan normal working.can. The Contractor be p from during hackfdior u present the ed.pla film Shan not operate any valves can this: ewsing System without I''. from being puwturd car hall cl se damaged. Plastic Specific permuswo of the E.g.,. film s, see wild ha istess.oil Shan conform b •bees in ci05 The typed of connections art varied and suggested piping caps h mW irk aerda. omngemenu have been Shown m the Plans. For the wuilatiun proceed continuously work ls owe surws ru a wand as r i Short of thine connceu,rx the mrhced portion of the madwoy Shan proved p without idurru wrr and at rapidly be not be pendrated unless the connection point n directly Once,n. possible uoW completed. No shuwR of gains win . Pdge-SPe6 R.,,S=Date:October 15. 1"1 L r a 7.11 Pipe Iutallmioa for'A Star NUins 7.11 Pip. tallatioo for WSW Main, peemiued overn4h:or seer work.rh or oo boltlays. If We {rhos r to..t uoa to W, vutioG System iaeslev WrSiae oR We >t� water. We woVacsor Wall be respossible for o. f,4 the rerldeau .Rested by We sb.Wfy. The eagWeer will advise w.iswk which property rO.oers art so be notified. 1. .9 H The eaou. r may be rquired W perform We M N. fj Ip4afiwa,ast� moaestioo durlog lime atber W.. .o.I work'mg hours. D The fDatrMm sh.0 ad oprr.v Soy yalyv. oho W,vutiug P hvSeap system. Water rntem wrso..el will operate all elver o.We eauti.G system for We mavannr rhea".wed. No work shall be performed oc the uonorcdnm uolma a represe.tatirt of We water drp.ru.eat u prtsect W inspect We work. dwew80 is as 7aw. The types of mnaertions are varied.ad s.gsmtrd piping w--Sa.swip.niM-r 9 arraogemeau have bs n vbnwv in We plans. For We byaM WWuatioa of Wes,mn.ect.as.We surfued portion of We &rgiSSae• ,asdwsy shau not be penetrated unless We ma.WaG point u A. directly under h. :or r...ecU.o by .ay tuber earthed.We east NyI raaV.rtor shall furnub a detailed sketch for approval nor i:rwii6 IS - Less Who.rwo weeks prior W We espected construction. 7-11.3(11) Hydrostatic Pr ure Test p F - ga.gsa I6c -w. ...I F-C hx-M.pw....,..Nww,,.M I� 41 W.....b.Yb..frn,.o...µ.P«.r.d:-Q.�.ab..,.« �... If P wnds1rwawrwc Q.If �»-liwswwre-«J P I Awt 51 b. IS I swoM.HS.kuwab All caner maim and•pp. eaaar.Wall be tested wader •hydrostatic pressure equal W 150 psi W excess of Wht uldder which Way will operate. to 0o use shall We teal pressure be Ms. tha. 200 psi. All pumps, Gauges, plugs, uddks, mrpor.i . pops, mueellaaeom have.od piping, sad older pulpmvat meastaq for pviormiog We test shall be furuuhed and operated by We mnvanor. g^t. The pipeline trench shall be ackfdled sufficiently W pnveo, movement of We pipe under presure. All Wrnst :R """""°F blacks saw be W pl.c,.ad I.fr.ieatl,rued W reach design -.. m re atr &W befo tesu g. W' m bert peraocat blocki mng u a faT's'� required.We ma"cWr shall furnish sad install itromrary blacking sad remove b after tvtiag Page-SP-47 Revision DaV.October 15, 1991 i ].11 Pipe 1".notion for Maur Agatha ]-11 Pipe 1"taWtioo for wyto ALins r°'' The mains.hall be filled with west.and a Weed b stead awurou volume, menuammb tea be nude b1 ,he Pvo. ,l s under pressure for a minimum of 2e boon to allow the «, 2) by pumping through a P.Mim dupkcemcnl v.t. f mope of.0 and/or .lbw the Wing of the pipe W abbrb inner with h a sv unk band rnisterLy one ga:bo per p water. The Owner will furoub the water llaary W fill the rrol.tiun. The miter!ball be approved by the Cleuer. pipeWes for testing urpm ;at a time of day wb.suffcieat A "IoUky of the trot will be determined by two quantities of water arc...0abk Wr normal system op..Wn. factory,a(.nova: A bydnat miter sad a bnc4fiow prevention device will be 1. Tice"Mlxo al water W Ices the Mona shall one aeon, wed wbro drawing water from the City system. These may the n®bor 010.rwr hwr to lewd so the fu0,wiog t.hla. be obtained from the City by completing the regw forms 2. Tau•lint in promoter.hall a ecsd 5 M d.rucg the m .ad ..king required work• depmc... There will be • pv� ' cbaq,for the w.ter used. AS Baser used on preform bydrmtatic pressure shall be Gouges used in the test may be required to be certified ch.'ed.usage fear. for accuracy at a loboraton by the Owon. A •kibk kak.ge ddemd sW0 be wrvected by the Allowable leakage per 1000 ft.of pipeline to GPft contractor W the satisfacsuo of the Ow w regardlew of the a W.v.bl,leakage s,mrsed above_ Should the test sects.fail W .rat the pressure test succafu0r as s,aciricd, the Norstisul Pipe Dissnela cunracor shall, at his a" e pe"e, boa and repair We in inches defects and then raft,the pipebne rSI 6' B' to- IP IP 10' 24- A0 trots shall w made wars the hydrant auxiliary gate s.W 0'" 117 IJ9 151 2S5 "S 2.12 •ol•es open end pressure at.inst the hydrant .Im. After w0." 130 ISO I.BO 1.40 3.00 3.60 the test bin been wmpined,each pie e.Im shall be Word by 550 0 81 1.13 Lan 1.69 235 231 5J7 cl.,.g rocks to Wrn and relining the praure beyo.d. Tbk 275 0.73 IN 114 1.49 1." 2.49 2." lest of the Bate •.Im will be accepubk if there is w ..d'ute bs, of praure no the gouge when the pressure 225 SO 0.69 0." 1.1.0 Ls2 L90 2J1 2.70 coma against the valve bring checked. The en.tratlor shall Iles 0." 0.90 IM IJS 1.70 215 7S5 verify that the praure d0f.e.C.l acres the valve does om 2w O.tH O.a9 L06 13g 1�0 1.D :SS eoceed the rated varktog praure of the valve. SKWw W be thud shaU normally be Iimkei W 1,500 fen. The Oeoer may r"olm that the first section of pipe, •If the pipeline toad. trot contains sects." or •.riow not kv than 1,000 fen w length, intuUed by each of the diameters, We .Wwabk kakage vtu be the tom or the wovaaur's Dews, be teatrd In order to qu.bfr the err computed leakage for each site. or for those diameter, or and/or the material. Pip,laying shall ram 1.continued more pressor"out Ustd by the fnrm.k Stated in section 74.2.11 than-,o odditlo"1 1.000 feet until the rust scctno shall hay. of the Standard Specirotio". been testa sumeacr Y. Prior to calling out the Owo. W wiwm the pre•.ure 7-11.3(12) Disinfection of Wala Mains tat,the contractor.hall have all equipment red up completely ready for operation and shall have suwafu Uy performed the 7.11.3(12)A nothing a@p test W.awe that the pipe d to a.6,f.cw,wodit1.0. Socuo"of pipe W be du.fcctd rh.0 oral be A I 'poly. Befory applying the specified tat pressure,air shell be pigged to remove any wlidx or contommated maternal dos m.y !" eeptUM cons prettily from We pipe, .Ims sod bldr,,U. If have become bilged in the pipe. If�MdM permanent air vents art not kaciud at oil high points, the .the math snout be'poly-pigged%tbm a up coouoctor shall install corporation coalts at such points on shall be provided largt mough to develop a velocity of w least ,hat the ale ran be mpeled a the One k rW d with wen. 2.5 fpd in the mien. After aU the air by been mpeLled.the cerpor.tio.emks tba0 Taps required by the Contraaer for temporary or permanere Ise caused and the trot pressure app'.ied. M the mcdwioo of relent of sir.ehbrmawn or flushing purposes shell be provided th:pressure trot,the corporation c. U.ball be remove and by tlw Contractor u a pan of the cons"Mon of WIWI.ount. plugged. eke el 'Me trot than he arwmpfubed by pumping the mesh up W the required praure stop the pump for a minimum of 2 The Contnctn, 1,all be rmpo"bk for d.,..t of trued hours as directed by the Owner,and then pump the mato up Bate,C.thd from mains and.h,U neuualiu the wvtswater for to the:est praure ISCA. During the Wit,the action being proterU.n of xq.'s' bfc in We—iv.g—W before dkPoul tested lbaU be observed to detect say visible Imk.ge. A clean into any naturaldraWsge chuucl. The Contractor shxU be cootaber %hall be "ad rot holding worn for pump'sag up reoponsible for di po.ing of dumfecmg .town u cite pressure on the main being tested. Th0 makeup wen shall "Wricunn of Suu and local authono". If xppmvd by Va be sttrazed by the addition of cbbripe W a co"eau.w.of Engineer.dup.W nay be made W any x,.O bk savoury sewn, 50 mgA provlded the nth of deposal wkIl rat Overloud the scuer The quantity of warn required to ralure the wuW Dvebbridatioo of W wow end for dislnfeatku short be bydrmutk pressure shaU be xcurauly determined by either .crompkfbed in accordance with the Car's stacdard detail 1)pumping from on*pro Matom ,of suitable site such that Wcluded is tha dncummk Motet containing cubrine Page-SP-te Rev,voo Da October 15. 1991 - L_ 7.11 Pipe IualuUon for Niter hums 7.11 pip,IuWLatlon for Nlm,Auld. Midu[h abaft nort be dhposd into the norm drainage . 7-11.3115) loin)Restraint Systems system or A.,.1terwq _- 7.11.3(U)D Dry Calcium H)Pochloriu ",ue,cdMgfeo�.an W.am.or on do.peulasem.or r p,ir.a b) �.�e�r.pJ�-yiprrlcil,+afFewwt-1r.;r+e..+reiom tar mpYrr.ioiu rrr+r ntrs W.r+b.odJ eta 4..r. w joW none.nt sses.ku toed sal be then rrJuarr b. .v m A bi utmJ Prom+.UU keh...to M M.CYn ab n Odo d A111a. .nang r ,'uaJ out. me apan,.ad k canon{ b, We a py.a.w.MwaeaabR. oaato lilf^311: 9tl 0 M seed slow be: Ruth nnn tog lox-alb. n.lkoraeee. ASJM A14I, heat .6064ig.-a.,d�t rm,d,.p,ru•SST•.eri... . .. High Yank b.-wey .,etlicerase. AST\I A141, uprm. -0ry calcium • 1 series. .rser In 6 ai.aa:rd a,m.er rb fago.ia,aauir.meeu: hypoehlorae sbW sal be puce is the pipe u Laid. ASTM AUJ In,salad toe[o,oa Lad.reh hard— ASIM AW for sal,anivag rotted. Poa•d and f-MW nrd 7.11.3(4)K Retention period .baps. Treamd.au,shut b, om.nd N the 1�1 a11-1 2a houn _ but oo long Was O houn. After Nu poundm um chlcrinc 'f_' sin 32rm com000mu: l r:ae td or bad u: .�1' Al'1. n al p rudual r pipe cxtrtmiva sod at other rtprtacnutivc pomu r'S4= R aWg be u.. 25 m. 1 W.aslud. Sbo tdn'far 1• sad J'..Wi,al,.,.bon' for g P u U...hau'al joam. ASTM AJlS,ryp J0,atop teesft, I,mewed to a0.000 N FitW flruhi and Tesli lon.ace of far 5 rh.adea r,ma mw for la•b, bar 7-11Follow M ng oti..,ninon for s.r and d,orne ) ..ia�f. o FM mot chbrvueion, aft trratd went .lull l e DlihedlghoW Urdon (wcZyq pad rST 753;3 a or 14-0ura .meat and from the nw�ykb pipe undl the eepuamem weer NrpvgM1oN hardsms sp<,fuoou. SR 75J:J'''far la•u 34•m.baoical is kngib thaw,upon vat,the ab,ersce of chlorvu In the want '.,lots. ta.,A. .pec&f Uoe a.Sal 7. SSI"7.J'a•tome u chlorm to ramally toad in she wura of rupply.U.the mau SST'.eacep I'e.e for 7.1•rod.some ASTM sMJreo.w e.Stif - shall.how a rosidua!on,in noes Of'MI earned u Ur•)sum. 7. Ju A sample up atoll be lotaeed'had of We nu,hing hoe,for Toy . b.)h,m in,Inaba keboh: S9:Sn'and la-.A4S t feenv,tkrme and to,unitary aamplint. AJJ,Im&CJ,or.p6mel M 51•Lad J'',,�sIM ASO, Refore placing We Wes into serv,«, a tauaunv y repnrt trade A.m pnW or boraip Sala ooial 11u0 be received loom om load or Sum habh department or as approved testing Lab on tampion wlleued tram rtpresenutive r,Iunni a. asad a erteed ,—taco. WeadW rods and tar points la the ne« ,y,mm. Simpia will be wtkceed arM ren oleo.,ta a reel,.top,o aid i n1tion,our d+md or bel- Mcmriobgial tau ubumd b)the Engirt.,. dip tal,00nod. SSI9: for 51' ad J-a' rMoG. LSP1 AJ61. and,CJ. SIO.to,51'and J'a-vrvll.ASTl MO.and,A. 7.11.3(13) Concrete TtI st Blocking le"d:made.,hreadd rm for roma[In doord ke rik,..ir Concran duust blocking,u deuilyd u Ito Pam,+haft be Mat,or a 2; [al.'a.1. n: :Sn•ad lath diamrer.ASIM Mat,as 1;AN9 gl.l. SU:sn•W 3,1'diamu.. ASIM � pLa,d u lose.,tee,ma me,.W,wtw.eh«kint.nW be .Ud.AJw. i CW.3000 noncnm pound in pus. Couerun bl,.-„g ahsll bar aS'Inn solid uduturbed eaM Trashc,veed Hat.ask. .sine paced e.W L'[J.asmed. tl We nda on, vm of the U„ch ceavauon W shW be SS17:ASTM A241.PUd. S17:ANSI 111431.1. ti .lapel to We joints of We pipe erg' Ww toe id+ t'..aia, .>j . r,ordrrce .iW toe fminia. .amlor. ,..vc6r .. . r .r. .mlaei,a0) w Rvaid. Ooarrete blocking N W 6)dnnu, flatTle c and 'a 'a.pr„e.,c'r.epos bo Ton and — d be k.sgd ta horverW or reniul angle points. Conform to 7T<city of pup.aaiar the.nWi[al jr.isl body W a, clot Ml loaew. Rwwo standard deans for general blocking, and .Meal To.yae rs..75.90 fee pound.for J:a'auto LOUD d'rwPlap blurb herein. U fsiogi to be blocked stall be, mppd orkh boU rod,tbmaded one"dot—wu aeoupWa. Ante trial -ton polyethyI, a plastic. Concrete blocking thall be W.ud,gm.atrn.0,arwod the Pre pr,,pery formed oiib pinaood or otba aaepuble forming -- msurish sod sball no,be poured smund joints. TLe forms shut be stripped prior to boarding. Joint rnualatl•hukk pipe dlsmde.._..._...............oumher of JIa• rods), sober. required, 1hW be iuutid u wecerdsoc< aiW tierods rMulyd IwW.7.1 LJI19. 4....................._..............2 61........................... ..._...2 P................................... 3 10•......................_... . a 12............................... ...6 14 ................................. _g Peg,SP49 Re„seon Data: October 15, 1991 L - J 7-12 VN•s rr Water M9= _ 7,14_ Hydrant IP.....................................i Appro•J of•al•a aba that' modeb$PmJd ahaa be It'..........».........................t+ obtained prior 10 bid-Pmi-g. , 20•....................._..............11 AU .I,"Iae ton 12'u d'umeta toll include ae t'a 2g•........... ... ._..••.... ......14 21' all+con•.I,,boa sad odealiem,at r Ittir d. AU 12• 5p'.......................................n47/t•aadal dalumr and Larger •.ha soU be iwulbf u. nub_ Sr wate ..Ile aaaabl ..tilt .ad I' jf•............ ..........._........Q47mteYl b,pw byp• At.md,rd dead. Far IS' ] .J •+imuUatioa. -fare a sma ramtr w.ebaial *0 •tlr Or Rnw • 7.12.3(01) Installation Of valve Mafia Pal , senldka a*iW far T bob uw"M bales..0agd •dR .ek.f Waa by Yd.aial iaat dVta•fat be m.e�nf ,a WhcR nquucd.a valve At,for.,du111K fumuhd and to t0 pn.de aataru atr,for 1oadwo daa Yhab. InOwk wth rch valve.Valve mark-,WM AMU be Pbcd Y N'6e.•.co.daar.-.of Pp I.+W L,.d U ba rmera.oad.m U.dge of the r4htofway opp'Ju d+e v.Nt and be as wth h rYYr w Yf nw rawal Pr aa. 6f e dW fe f. Or Yoa16 Ir NCha of IfK pOat Clp.bl.Mr<'ad[.A.aMp..a6p�wiata aararea fmat,. Inwt Ira boll, mbd tile's r ra90itad r bear wa ta kep sad wwrtlO ta IL W frt--I- Rpt aprla•eta-p.illFir.-fr{ar uW u,roar,-h rwirJd.vu ra.0 be xlw r al J.pyr e roll Oebolu,tap br+asta9�..rd ry,dw Y a \\TfR pert wnppoa • rpw.m ab tiWd4 two.". As �•Yat• rptma+. o.nw. and ,nOW.rn, h" I ons ..d. .➢ th,U,wOjb ad.a, V'J.e mules tl:a•ur6ed w .➢ G p.iolea, r tie irpmwn umrYor, than be ursi.iu If., ire utility marls .J75' a 6'0' or "I .ru bOOp'1` aum..r r.)ooa,or.ptw.ed rau.k .ppro•d puJ vita hltif ut.1'vat,:. Nten V-h`mOOd a aw reauuad ll rtl Or row, trtovp1a o, tab teaar ' mu be Wr.nif.d Y tpatirwd .n or YRtad„t NMROb or Ohio and prod OI We rUral> .aro l.pnnna.m..r.t„ aoo-m.. . sod food, 7-I•t H)'dt 3I115 Tvtdtcl xmd—' tau+�W.uR+ tie or t. tier wo al +ha0 be a mudrrd iaidRW Io irs+a➢a;,.:o 0I the Pr I,d ea.ddtOoi pt.mm+. 7-14.3 Cows lion DeW b 7.12 Valves for Water Mains 7-14.3(l) satiny xydeaNa What' too. in tM Pun., hydmt., shall be mIUU-d m 7-12.2 bLleriaks a-nrd.. wtb the load AM. on Ila Standard Plant. Hydmu tMU not be wtuUed wWn ]from or . tnvtld M.tuub +MU mha tM Ieq....ut of the foLlowny mad.y. In oddw.., . minimum y tow r.dwa uoob.wctd erection, Ymrking •era th.0 t c pvvldd .round .0 hydnnu. Thc G.w V.I.. 9-30.3(1) tidemJk No,fh"be tY 2 tncha.Mvc fmuhd gnde. GwO Valv..la fart...N Ural 9•301(2) AU hydranu sh.0 b,to on coMau blocks as ahoy m the a'a.rf,van.. M0.30' Swda,d Plant. Tlu hydrant d,atn ah.0 vats Ono . PA 0f V.M bow 9']01N) cwbfd Mar Or `mvJ sitWl[d Y the bar of Ina hydmt Y V.I..Mtn.,Por 940.](]) shown in III.SWId.N Pun.. CaMimioa Au Rdrw:Aa V...um VJv.. 9-]0.](6) Ay hydmu 0AU be impacted u the bold upon.mv.1 to Pad Coo,. 9-]0.](7) waue Prom ,kin order. Afar wuWoon, thcr tMU be wji-, Lppiry tern tab VJv AVIMty 9-10.](fy p Pcr )d i aubjn: P o t'M1wtn MWg<a.I . After m u Saaion I y l Tlv v.lvca th.0 be M-d.d p.➢e- of a nunuf.ctury Afar W d aa insuUmivan and a ,Omplae. the e%PO$d I •hoac produce..eppro,d by the E.g..and AMU h.ve the pm..of the bydnm.MU b.parotid wth alwt a f coati rmc or m.,k of IM..raaurer,you v.lve oaring a wdO. Ter type.d cob,of paiY viU by daibmatd by the Eng.. aver ad verkml Prware pl.miy can in Road laaen on the Any hydrard nee in aerv.th.0 be ad"Ufad by covering ,.NO body. wth.buri p or pl..Uc bag appro,d by the Entin,a. Th..v.Ivc bdia MU to mi Iron, d,,adO bon,or other Hydranb tb.0 be lmulkd io .ctnrd.re ." awwa approvd mau,ul trwuntd Nith.pprovd n0nannotive ma.0 fpmificatiou c6W77, tern.. J 7 and 3.8.1 sad the-.ter AU wring whrr. AMU tic brow= or other approved suedard detaih. H•d.... .nab guard pant th.0 be pautd non-anti,,materul,ad them tMU be no moving bruin{or fa .r a,d.., airb the .later su.dard dmil. Upon -Mua tuff.. of ". to --tact wth iron. Corona turf.-.. -mpleioe of the projert,.0 fin hydratth.hall M Pained to ,M➢be maehmd ad fmuhd m der bat N A..bkc maM[r, Tee City of Renun sprcifcatiow and guard pmu pciatd and W wring aorta.thOU bA raldy ran I- yeWv. Fv, It•draau sh.0 br of trh knath a to be Vella ab,U be designed for a mivimua vats eperatiAg witable far im,11mine vkb meeauum to 6•, P AND 10' pres.u,e of 200 Pik Cau •-Ila sbaU be Clow list 14, pipiolt io tr.ba J-12 feat dap tiela othe its+paifd. hluttkr ComWoy No. A-2380,Brood.-11.S.Ma,ofoGue, The bydr.n; shOU be da,.,d for . 41'2 row huri.l vhae er MSW Pay,-SP-JO Revision Date:October 15, 1991 L — Ili r ) V c I 7.15 See i<C000rtiom ]-IS $.nice Coaomtloa ` 12- tad urger pipe u $born --lest othemise Doted on be Dew bydra.O,.luckhng, bbck'wg, puramg, and reconnawg plan, to the m.'-.N,v pipe ror hydam mrmeetiow will be p.ld for u F{a kydrat auabb aka[i.dode: CI Tat(hu.FL).4-gale .paibad u Section 7.1I.5. , ..l<e(FL.MP.a CI.pad RE.PE)5-MVO Isre kyArar M! a, "Reeonracting Eaiawg Hydruw",per each. raoawo6oa)V.H'can.i/a<.I"bea aW 314 irk rYclde rod Wish sealants Tuna rae<we guard PaatClly if taixidt RM7_ Ile unLL mntna prig Per arA for-'Rmovtcting Pauwg 1, Joiat rexuxinr(SLuYk Rod$) shall be losulkel io Hydrant"ahall be full pay for W work to eewnnea tor cuamg r wcorelaoce with Section 7-11-(IS). hydrant, awepting however, that new pip. tad for the 4tF annanion will be Pad u.prif w in Sactpn s. •Hydrae Ertmrlona,Ventul",per linear root. 7-14.3(1) Resetting Existing Hyt4uttt Tk unit mntraa prre per Ivrcar foal for "Hydrant Alert rating hyd.u+u art .h.un u the pun. for Enervation,Verural"th.V be full par far all work to..trod the Wju.uncnu w mnform w em zuea Wooten or grade or both, hydrant vetiau.,. llle hydrant s"Ll be mlo awd WthON disturbing the Ial:atlan of r the hydrator,kural a e the main. 7M redhead of hameaaug the hydrant bell b darmvned 7-15 Service Connections by the mndtuon. found u the f W aM shell be ralu tk or reblwkM as dueetci b)the Engmer� Thu cork sNV conform w SeeGnn 7-IlJ(q AV byde.nt .hall he rebuilt to the approval of the City(or replace witb a 7-15.3 Construction Details on hydrant). AV rubber gasket st.V b repucM With Dew All arvke mnrsmioa a wtcr maw, seeps w du<Wc gasket of the type required for a am WtWtion of the umc von pipe CW. 52 of stronger, hall b m,±< sing addW u type -ae trend lad of the sire lad type .mubk use wt.the pep. being walled. Ducuk imn pipe Class 5:or suenge, may be 7.14.3(4) Muting Existing Hydrant dvct upped far corps yawn .top u ..rd.nce with th$ When shown m the Puns, e.ung hydrant .MU be rteammrndawo,of DIPRA. moved. When IAc e.uwg tc u mouth w . new hArarl The dgvh of u-nnchmg for mmx mnnecuen piping shW ' location, a rater lr dull fur useaW end thr open pan of thr prn-de. mug r rv" of:fee of meer over N< wp of the p:pc abandoned We rh.L be ..Iw and .luckkd The work ah.11 P.nlcuur cam .tub be n rtl.ul to en,u,flat the mat u earn conform w d...0 shall l be damaged by inmluuon of th< anmr over. E,.,,ung and All 6ydnot shall 6e rcbu'ar b the approval of the backfaling for .ervta wrmcuona .hall be u rpc<i!W m Cky(or replace With a pew bydrant). All rubber gasket.ball Secuon 7.10. be replaced rub am gaskets of the type required for a aa< Set,. Vru. A.11 b not acing. wol or toot spmLf.Uy WUV.6ne of the same type. dmgrrod w kart..moelt even,lad stare end on the piping nuu lad to be cut. Cut end. shut be caned w the full made 7-14.5 Payment dumaer of the pipe. Pipe entire w be coutcud amg mupengs whkh anal to the outside sudam of the pile shall be:lead w a Paymrnt rnV be rosde for each of the f.k-,ng bid tumr aural,smooth LnuA oefort site muplines are Mulled, as that.includW u,lain.propuul. where .Munn to the PWu, e.uwg water "',or I. "lfydrent M.rmbly per each m.mearuna thW be retort w ou ncr water man$. Tb: Tat unit mmnrt pnee per ach for "Hydraru A.aanbly" location of weer.crvke mnrcetioru.tuU be rented u,the fr<Id tWV be full; for W cork In N.h end instal Lit hydrant by the Coruna., wemblia,ucwd.[W row for auauury gate vdve,ah.,U.. Pipe mawriah wed w eneud or replac —1 W.tt tic rod.,cart, ts blocks,pawl,lad p.inung and guard pat aerviw lu. aw be nipper, pelyl..ukat.-e ell ietw required lot the mmpku mculkwa of the bydrun ge a bly u rip enter.Got mmectioa to tat .r mat will ro.form to spa ifiM,except the pipe mmte tang the hyd.sn w the aum will the tundard pupa of the City of Rw o. bound hue. as be pal for as tpwtfiW u Section 7.11.3. Guard poeu, d Applicable 7be Engines will indicate th< WAtion for the required,shell be$Munn on the plans and.hall be ueidrnW ups on the am main for each aereice u be ronawM. u tht W.U.I. Ile matraeor will dirty up m.;e for 314- tenke- 2 'Reacting Pauung Hydranu',per oath. The mousctor w91 we nipper tubing,type K,wR for 304- 71e unit .."a psis per -0 for "Rammg E. ,,ng ..rakes. Hydruu' dull be lull Pay fur W work w ewe L,e tatting nydraa. WIWWg Mbuildiag (or replactmme stab a or Type 1: (In..w ecuon appe, be hydvaat).duckling,blocking.pautwg.end raemmecung w the r.M—oh roan a OR.three pan vial .l main. N.w pipe rtquwd from Ne main w the hydram will be c""pria<r. d9 ppd as.pot Jmd w Sewon 7-I I.]. ea Eutw Hydrant',per each. Tspe O w3we m a a.t•ea 3. "Movesir.4 t P dal•ter. i [ .lap b F w•err pps PR tenor'. aie unit mntraa prove pas ach for "Moving Ewung t eta pap.get. M+ea Wad e. ) no NV be . -„ Hydrant" . full py for allwrk w nave dal ewwg W�ratip berew ideraG W<..e hydrant, uvludm[re-tee, rebuilding(or rept.cMMt With a Pager-SP,51 Revision Date October 15, 1991 J r •-°y f. 7.17 SMit.,S. Typ 111: kslmrm futurr.mb mm v a.bal I'm ewaYd time, the Standard PWu. If no bde.g timu, u shown (a,rigid pipe. sled tw esWkd a mbu•e.u t4 9,aP\rr!k.e C.W.B badd,rah u be no,ided! If no bedding c"i.shown win•raa W,area v.mea). A.did con for&.ibk p M.C W.F bedding shall be pmvded. tW..dd.pKa rime ka{tk of a ataa+.eall M Bedding of wlauver a.. .hau p'avide to. s.Ppon I I Wtaad am'A.,a Ome see. .long the cnwc PiPc banal,whoa load cou.nu.tion a jovit Lnulatin{roupbng.shall be used a•ray o.newon bet— w&n or hells. No bbering of MY kind yaU'.e used to adimt galvanucd steal or von pipe and w1: .e. All beings. Uu pipe to grade 'salt w&r used with embedmem nnncn,c. appunatancu,mid inner mucalLai "nutter oa the..W. &U hola .Call tc dug a required to auure tmifu'an support of muting pipe which hmve been mood .Iult became the akng Ot, PWc barrel. Bedding duwrbed by pipe rrwvmwe,or , pmpcnr of the Coandnr. by Moavm, of mlwring or .o a,aeema or. urnch shod o.bo. shut be roaonwkdalad pear, to backfill. 51"rI aare abut be takm b vro.id< adNuau bcddmg .uPPnn a "a ar t .. j 17 Sanitary Semers c..tu+rcarvtu oral O'.oam to rtunbolw or athc struca..a w am ... In .vad beaedieS or 'nearing "'famarm a that c'ioul P-o"a t Comp.ctnn of bcddin6 •h" he u apecifed n, the Standard ,. �• 7.17.1 Description pImu. Pipe bedding mauri.l for PVC pipe shall be yla<es w r I This wod.,mU ennsul of eoauucUng unitary.-I'Wu depth of 6' below the bonueo of the pipe and u rodwe up b' a, u wrdanec wttb U., 'in, thine SPulrca"ons, and We 'bore the rrnwn on aU pipe. Standard PW,,.a staked br Uu Engoref Sewn located in the The hand-placed beddng around the pipe and to.pulat kquifa Peotcedou Ares shall he designed of an individual b'.ba,,We cnwo sb.0 be ftat,tamped o.W d is uaIWIL-g. base The rem.iniog backrdl sball be meehaouUr tamped with haodoPrrrted mahaoical or Pneumatic tamp,"' m 95'c 7.17.2 Materials eemdy. Peer bedd'sag sh.0 be c..W,,ed wcideoW no the pipe Pep,usW for sanity,uwm mar na sad an fur e,mmpensat:oo sball be made. Rigd Flexible 7-17.3(2)B Pipe LA)ing After an.""rate ,'. do line nu bun uubUshed,Our Pepe Conroe ASS nwpasda shmU be Imd w•'.,n woubl,cla.e aonfoemny w the uubtuhed s..rsbad-6ky` PVC(Polyvmyl ChLaWr) One and &mars ar the properly dew.ured trench. Mud. A. - Ductik Iron &oval,and o0a foreign mw.rial-lull be"apt um"tM Pepe and off the jointing..H.au. AIi sutiU, sewer pirx snmU love fleuble gukeud)omu All pipe lad In Ur trateh to the .puJd We W grade .ales,ad,. ue.petfed. aMU be kept in longnuduul compreaaeon unW the b.d,rW ham It a m+t"'-odd ttir maurui. Used art w or aon.dued been compacted In the cnwn of the PIP-.AU pipe'lull be laid to equ.l or ecr.cn'ly mu,tuang.bk for U appLeaucruc The aanfurm In the prexrtbed line and grade shown N the pem, Engineer.MU dacren—from the otaunall lofted Ihoa waabla wth'ut the luwu the faun.. for the pre, t. and shaU.o.p"efy in'he.Pe"ftnkoo.or the Sewer Pipe Mall be I.d to a true line and gndr at Uic mwr. Plain. of Uta pipe and du Carus., .haU eumum tart m newhm{ M.uriml, .hall m u eat the 'Nuirtmen of the follaw•ing Pipe yoi+u for concenncdy and wmprobdity. In no cue d,au two PTn bar Iuvin the m\ .. m and w;tn ate. e sotwns. famed g s e m. ry Iro m Ne we 9-0$t l NKK.The m cn lU Y v�. S.—5.nn (I ot\nuhaum'm tol< Pmu Co...$b Nym 1 cv<b umlormi . anran d eaKew teem.scam,Pep. sos.ret We ad nee antnm du lim:u .taud m d P r a 9-9i.g g o( - inlin m\urW Pvc U-.l.riw.�a W, con"ntricity, aid uni(onn wmptusion N { PVC ywar Pp< 94i$.IJ pravided much Va. does not result m . revere .loping p.W.from U..'Pp. 9-05 Il invert. 7Te hot, A the v.riauc at the in.cn Mall not e.,.w oa�� aaf.ma PI..or mmu.a vJ foal at the tune of b.ckfdl Choking of the AU Pipe "' M "a"'y narked wth type, ckn, and utvcn cle,suan of the pipe mar be rude by ulcuImuom foot N,kau,.l.ecaring.LU be kgib'c tad P,—Mt under nc total a.u.rne an the top of the pipe,oe by looking for ponding I :ondaiom of Mndli,q uJ stooge of 112-or Iu,.whieb Indicate . am sfocu," raaddioa. At . ma.hoke, wb. the do... pip.(.) a of. lag" sue, 747.3 Com"ction Regturenents pirc,$) sh,d be lad by rauhin{ the trigbtleatW) now elm.tfua,.aka otDwise appreeed by the Engineer.. The rawer P,,,unless othetwvr.PI raved q der Ergo"'. 7.11.311)B Pipe Beddi•v➢ shmtl be dud up gndr Lom point of connection on the cwwg Bedding, of ut9 'Imam r r 'U,t.e. Mown m the elan, >r sewa,or from.deego.ted .tang Point The .ewer pipe ahmU described m die Spuul r'roviawnm, .haU be ,tad m be in.UUed wan he bell and f.rv.d or up{nde. \.Ten ripe ,cw,dM,x wtih sea Sum..d Plan.. sad stall include .:1 I yin, u on,to pra{•us tM fo_mn, and or she veae.hall M m.r.rta,am wort w,N.the luniu of Uie pipe one as On. kept ughdr clo.ed wstb u.PMra -umPonry Plcg Page-SP-52 Rcveswn D.w October 15, 1"1 L I or-- -- . ' 7-17 SUoiury Server 7.17 5isaq.ry$ew,n 1. When P-pclinu Are w be laid oa spocifod curvn of LL laff.i mly cA." nd,w to deflect thr pipe ..0 is N emoum 7.17 3(G) Cleuwsg end Te5tln8 _ gn.ur thN raommu,ded by the—nofsuu,the cut,. 0 be..hie-d with•emu of ungenu and•hop fabrkaUd be,,,., subim w th..ppmvc7 of we Engweer. 7-17.3(4)1 Te evision Lo pnyion 7.17.3(2)G Sewn Lint Connectiota, w The Enbglneu troy eequire my or oil Atli!ewer hna be pocual _ the uK of television omen bcfare fm.l r Sew lit- mnnuuoru w Ll aa,. m.uu, UUnU, or tide mceptxxe Thc cow incurred is muting the uataul msyreswn sewn shill be kb "Ind anal .Bar the Engme, his OIL bt borne by the owner of the nnYry Kw. inlpecand N9 •ppmvd the war}. After .ppm•.tl of Uu Tbc Cen"ator 0AD bur .11 cons incurred N correctin mm,oedo.,the trench.yU b<b.c\fUcA es.pu,fd. NY dcfckncu t found during telc ul on mlpta,on including b g e Uokss otherwise epprovd by the Engineer. .0 rout of Ny addwoW Ukvubn inlpeawn Not nay h ngatred mousetiom of I.tcal sewrR b"U-9 m.iw syU be m.dr by the Fsguver to verify we mrtettion of uk dcfuiu„y. through a east iron addle seeurd w the sewer main wilb The Comnetar•lull be res onsible for all antis incurred w st.iale,s steel basus. Wbm the a,utiog m.i. u mmtrt•cld my te;cvuwn mspewon perfonad mkly for the b n,f,of w, of•illfied clay, Pisa or raiufored caNre,, can or duelik Con a tr. or. .o.PIPc,the Msliag mail,shall be care d,iD,d. Once the tek•kioa iaspe ubn his bean completed the C000n'Uou W-Jevt booted comeatiom I, bell, m.lfatwr.yU.ubmh To the Ftgiam We w-Ylm.ap..,v of Pro•idd for, b existing concrete manhole, sh.0 be corn- thr iuspeatiol,plw the•idm u ddld, tad shall hate al, Pa. S.id'idea open.rr w br 'O' riag ruby, guke, meeUag to coor&ad compatible wild the City, ,;wing and racorda, ASTht C478 i. . M.-bole toaplmg equal w the JOha4 '•stems. the C'vy gtlem amtpU IR' .ride high density s'lIS M.l,,Wt Asbes".0 cool ALL. , or use a W.,,, tvp, T.Pes. The Up" will be can at!ouch,1!Peed SP tl 516 flexible sal equal w korPN.SnI. PCC Pipe cooarr•wc shag I.P.S.). - masut of tee, Ripple *ad couplet v .Ppmrd by the Etgloear. 7-17.4 Mnsnranrnt 7-17.3(2)1 ProlecLion of Existing Sew Braga Futilities The knrM sew Pile s pipe aUi be the number of Lo r fee,of AL' exilb,g live •even incldm • : cam kUd wulUU g epU ue,ka oeb dri P on coward m Ion sk inv fold! {hall d a en And will melds kept N KrvKt at r - 1 tU buts P i g . !hall be Um 'feet Nmugh alyw., elan , fittings. The number,y made for duposcl of new Oow lino o! (F a my existing ced by art r fee,w.0 In mwurd from be wh h of m d a di eater fY damagd Demxge b twisting nave. !hot be rcpaUed by Nc of nunh°k or b we inside 4u of nwh hair,Nd lunJu t Contnaor.at m axpeme b be SUte,w.mndNo,equal u,or etruan u •. ype bet Ur dun the.condition poor w the damage. The couceete,CUu 3000 for Plugging existing sever W.ur .eeumuUUng during anaswcuon ah.II be will be rnwurd b y Pocif� is fmm the nc� rtmovd Y Use cubic .rda u s Kwen but syU cot be permmed b enter the SutoN 7-02.a. <. exu ing system.The Comnaor sh.1,Le retpontibk for flushing Thc kngw of o,ang .,..cr pipe is mnloertunu "o, out and cle"all my c"cong seven rove which g•svel,mck..or Soaian 7-17.314)will Le the ra,mtW of Una, fan of completed ama-debris hu mue,I u . ,coat of Maher op nuoum, and avituaw...uJy watrd shaU eepw lit wtam or other faciUUct demagd by hL Ihcr Excui of the,ewer Incoch wiU he .PenUom. mwured tlP um, v sA W.2 exuva': :Clw B.lyWw-t.kit2•.rytu speeifd Thc phPiul connection b N cxiating manhole or sewer is Seaver 2yy9. shut not be made until auwo:issd by t , Enguwer. Such Shoring or eetn cult oa trench, will be.uthoruation will not be given until ADa eneam Lac*hove been gtcJd b Seaton.2-09.e for alwrr or a musurtd .t cam ukamd,W debris R t xtn nuv.tion C3u rtmovd,.,sd Won.ppUublc,a pups tunµrruily pUeed in the exilUng chm.cl W veld. Musunment of 'fdNk Run on•el for Tranch BackfUl When —d"tog .a nutiog Sc we downnrnra Sc`v°r wti be deacOund by be cub.y.d is plate,mwurtd •Pam"a"br pmkckd from malwlb..debris by pkciag by the nu,line dunanslons chow is we PWu. a certea or U.P I.the furl nutwg toaaL.1,dowyUnm of Meuuremeal or yak run grovd fur t,AA b b.ckfUl win UK cou.axtion, It sb{U be the col,uacbr's re,pomibwty w be by the ba, la .ncardsacr whb s m.iotain this k,.or trap until the new r amen ,cAcb or by be Ptem a pUcd b cskuktioa of one Uoa hod oe awimum trmcb width pv e• sv ice and tbea w retool,I, .lay--vactioo debris which +e,'W.2.09.a using.mo•enioo luau,,of 1.5 box■W mtv the ruling dove a`.m W euE'r sptm, a be rtmo•d by yvd,wbkbots h 4si. Ih<motnebr a his raiwasq and b Wr utufKtioa of the Eogioty. Wbeu Lb.lust maayk is see, k•,calla,lbaU be 7-17.5 Payment Plugged until.ccrpuoce by the F.agwen. AYment +ill br made for tech of be folk, bid Hems thw me mcludd u,ty pmpoW •'PWn Can. or V.C.Sn,Pipe_In Disco per hour foot 2 "Cl. Remf.Cone.Sever PfPe In Data, per Unw'mt Page-SP-33 Revision Due: 0cbber 15, 1g?1 I J J 7 r t F Y' g-03 trrlg.wc SYstcm 9-20 Wumio+uoo.Tulrc SiBnd Sy,--,god Ekmiul I - C 3, -PV C S—'P'P,__m Du"'",per Lour`o l "D�C4:L Imo Sewer Ppc__m.Cum.",per linear f°nt. 8-03 Irrigation System pYsr{rruT.V.iuprcmo W lump rum. Thc urur 0,,"Prix P.,lino'out m,se cr pW, of 0,c 8.03_1 CORSIrucLi.n Requurmmtl kind sne(.vs sP.Ifid,toll Oc NU wuspmwin for atruawe crcuvarios,dtwatrru,g•bukfllmg,r-y-r lumahing,luubng. srd u,cmbling m P,..the wmplacd M"U Con v ludmg W g-03.4 A1nsn.enma .tyu, tots, special fwp. joint nuwruu, per Srlion 7• " 17>(J)cod sdjwrmw.o(mvcru m manh°1.for Ne wmpW, PVC Prpe, tslvwud pipe, polyehykne pips, sal duxs d{uw oral d Loral etccvical Gbk, will be On..rd by the W. foot: .d of the inrr Latkn m UK mqu,r gnu ' 6. "Turing Srw<r N4" Per I✓—foo' pymwt will be mode for we B awl !Coots ryonud vt rh[ urce Thc utit wntrsr_ Prot ,lincu foot for "Tutint Scwa complaed work. Pip,' dull be full PaY for W hbor, namrW sod rqukpmwt Thc psy qusntitk.for UwY y O ,ofp d¢the pmpoW required m conduct du karat- vac mquud m u per ua.ill b,dauminsdm wm lad wdc. number of Swoon 147J1D. ,he vubu.,urea uOoO Po P 7. "Trw,h Esuvstion",Pcr cut'-ys,d. The writ euntna Price per tubs, y" for "Trench EaG„two" thW be full 'I for W esGvwon. rtr.MY•1 of S_09 Raised Pavement Markers wmr. b,ekfilling, ud all uthu Work naeaury m Us wmw,aon of the sewer rr,dnsh. No .rp.nw Paymwt will be malt for prdo c on of-slating ut:W.,red sr,— Thor of " rum[ g-09.5 Pa mrnl ' ,hall be wmid<mt u inadcnW m Nr wort Tench EsG,.uon" ad sB w.0 thc=f sh u be ucludW u Nc P.Ymwt wll b, madr for Ych of the foL'owing b.d ncm. P•v°'r"'for"Trtnch Eacavwon.' ft,are indudod N Lb.pmPoW. 1. 'Removal.nd Rsplacemrnt of l no.o,s '-M.ur(sl 1. ••R,u,d P.vement Motu Type 1".per nebluw4 s . per:obit nN. "Raced Paycmwt Maher Typc: per ucbMnM.d The. and contra Pnu Per cubic ... d and 3 „pjW N,.anent Muter Type 7_In.".Per RcpuuOnc1l of Cmuirabk MakrW" ,NU mbb.wJ+d_ wok to remove umuiubk .,rw and WL'. .>mp.ot The on, wo,raa pnce per Mbl.u.d,.d for "Raced u,lbk m,urial u p"LfuO,w Swoon 7-17.3(1)A. P,Ycr, Ot Muter Type I" "RaisW Pa emcnt Mat.,Typ,2 9. 'Bulk Run Dnvd forTmnch Backfdl Sewer Per sod"Raul Psv<mwt M.tr,Type 3 to' slug b< (°U ma.s.b pay for W kbor. msmruh, ud sq pmcnt 0.." for Tyr ono Wn•,na r--- per touwbr++M for "B.4 Ron fur ahing and insuBing UK waters h .c,ordanw with New Gravel for Trtnch Bakfd.Sewer"shall be WI p.Y for W,vet SPwifi"UOn3 including W Cost mvol.d -oh MfGc eenwl - m furnish,pU..and comps makrW u the rrtneh. sscep, for rtwnunemwt fc, hour for MMC wnrml so 10. "C,ne.Clu.3000".per cub.yud. .cwNanw o;th Sr Uon 1-07.=(5). The wm contra Pdu per cubic yaA for Co..' Clus 3000" srull be IOU p.Y for W wok required m Plug touring ewII u -sb°nneorE. `EsG°•"°^T'a'cn".permmp 8-20 Illuminatiou,Traftie Sign al such"..r.-f.es' S)Stems, and Electrical Thc oa wnuaa Pnc, pG lump W--l—.-Y'for o,Escn Eauvsuon Trtnch".hW b,full Ps for JK Coot u aP dwd vn Swore SJ19.S I., .hoMg or Lay. B 20.2 Malenald C1GYa00n Cleo.B. 8-20.2(t) Equipmmt List and DM orris Division 8 Whin r Coy day,kll°wint ne<wwn of ihr Cuntna.tM wr.wm icud"Req..,for Corruaor.lull suburb m':u Engin P ruurW Miscellaneous Construction AppmvJ of M.mrW :uuru" Jut ducnbG me Pmpu.d for use to fulfill Uv Pis..oral sP..f-wO-. If rrquu d m do so, Or C-O—dodr shut submd ,upplemcnW d . umpk aM - or ootb, of the moons' Proposal for um.Suppkmcnul alas(.0 wpu rcq.tr )wouW mdudc such imms a Gubg coos,Product spwdP utions. shop drawing,,wrist dugram,,a,.MY maurisl purchucd or'uMt Pog"P-5J Rr,,emn Dam:October 15, 1991 e L J 8.20 111-sn Shoo.TraRc Sgn.l Systems,cad Electrical 8-10 rUumiglioo.Traffic Signal Systems,Sad Eleotrical performed prior W such approval Shall be at the Contractor l Earay.uno. m the street or highway ahal be performed is nsk. All appmvals by the Engineer mug br morived by the such a resume,that rot more than one NRW fare u r,tneted m Contractor before materials wW be allowed on Ur,*site. ydNer d,reuwn,any tune. The C-o"eurr .lull mbmn .0 -pies of ugandrk Tbt maeacmr-haU SUPPIy eegh within the upk widths diagram.mdiesurng the veruul light dtwibuW,.vcrtiesl morel and to Wt Specified depths a We butiom indicated w the bmiu and the I.Wnl light datrtbu,ro tWdfwuom for a,h reoean flag or a d'cteW b the type of lumigue -uhmittd for • aL In adde.on, the y e�ppre ppr°v Tbr coasarmr s4U have approvd rempgtioo :a Contractor h.nip socks, •Inver from the hummusmarnm, c manuhdurtr equipment 00 .ice bdore bgiooio8 any ,cavlioo; dtuitng lsmp socks pogUog with resPen W lamp ad rempactosi shall be performed at the time of the initial rcfndon fumuhd for earth bight dutribuurm type apcihed to backftWng of tht trench uoku dined otherwise by We :1 ,he Man, ad defined here.. Cspiu of the aforrm rWned r0Aitmr. diagram and k=r d,sU be t gsm,Yd with the lumuuue Trmchi°g for co.duk rug .h.0 be done o . meet submitted for tesuog and approvaj. ma-om wild the terah bottom grades]W provide.u.dorm The Co•'..cWr :hall sub,-t for approval sir .as or.hop trade No wee.sh.L'be meesd ..W k bas been u.mlued drawing- 10. esch of the i."_„wing types of aundards ca0d for by the eagom. bukfdl material used fo, fill around and !on Nu projmt: over this umduLL system shaU be free 0f rock, greater than Light surd-rd.with or without pre-approved plans. two inch. o diameter to . depth of sir isebra abo.. Ne ' Agn.l Standards with or wnthom prsappmved pans residua. 3. Combination Sig-'I-red Uthtiag standard,. Truwb within she roadway aria sb.0 tau select uegb a. Metal Scram Poles. backrdl which shaU romist of "to girt misig vgbd surfacing top course or other material a medicated u We SPmfal Provulmg or uhduk of prices and directed for use by the engineer The source and quality o1 ire material ibaU The CwmncWr abo .ball subma either oo We .goal be wDjetY W approval by she eagioerr. Tregb WetDU 1 standard shop dr.wiots or attached W the fig. l suodard witbio the sidewalk area ShaU be made wish acceptable shop drawings all dimemons W clearly show the.pant,mast onsu"Ah from the mmal-Wm suhjeel W the Engineer's arm mounting height a,d signal u... locations for each appewol of she maurul Soil stall be cogide ard vaessary i. signal Dole to be instaVed —I pan and iocidroul W the acaraUso to swordazee with the rtaodard speclfrasow. Uguitable material shaU be removed 8-20.3 COM"CbUn Requirements tied backfdl shaU he SHecl material approved by tar Entioeer. The City raene the rgbl m make additiom or deleioa: W the trerwh which Prole oettas., for We 8-2U.3(21 Excaratirg and Badfillirg wmpktioo of she proje s. The excavations required for the insr'hu°n of w-%can, The minimum width for the trench will be at the optno foundaYom,p°In and order appWges sMU or i performed . s o f she enmeglo,. Trench width will, towrvv, he of mount, W cauu the kart pouiblc injury W We ernes. ruRcieal sire an that all of We timessary m.dui( can be -„ adewapa. ant whet imnrovrmcou. The trench, shuU rwl he iastaUmt within the deptW specified while maiouiej g We umatd wider Nan necessary for the proper igtaWlon of the minimum tor,. electeical -pplunc, and f-.Uuona. ExesvaWtg .h.L, no, be TmOeb backfrU material in roadway and sidewalk area Parronsmd until vnrndutely before ig,Wton or m.due and Sb.0 be compacted W 95% of the material's otnimum " ,her -PPUanesS. The maWeial from the srcavation -WU he densky.pee Setime 2-0 .3(la)D. i flared when the )rag im,(,ence W vrhaula,asd Ddear uo r infer.and W.urLm drainage,will,ru,. 8-20.3(4) Foundatiorte Ail .urflus eauvaYd maerial sh.0 be r,noved and disposed Of by the Corgerm,to aoomd.. with Securer 2A3 Foundaurog ahAB he-nswsmd of poured N pia,Portland or a duocud by the Engineer ormwt ronder messing the aPPbcabk nquiremeau of Section The cr,v-uora for Wanda m, .hap be backfWed o �-ant c°nformmg so the Standari pun.. ronfnntunw wUh applicable requvemwY of Sedtion 2-04. The beroom of concrae roundaunn. span ten on rum Bk quirtmenu for -Muir teweh, aWU be a roved o gromro_ Sacew .0.3(5). Found-tions 6 Wl be pound o one pour,.hen pm"able. bx,v-io,n .her b.-kfdling SIuU he kept well fdld and The drpoaed pomog shall be formed W P., a nu; maNuoed u - smooth aM well dratted eaMiton urw appar.nOr Permanent rrpain art made. Thr rowing- shown in the PL. -h.0 be trended if At the end o!,ch nsors an su.pcnded. W rqui d-y k a a 'S word W other time.when cundition rrq e uur ddaiogl d ntg e lh,a ab add,W.)work,it e..mes"r,w °Pa °Nerd by the Engm, a ln c. will be Paid for u work as pn., snd other .op for en Oo s shall be rtme.ed N forum,at pon of the road-s) Pmv,dd m emWn I411A open fee me by pubic traffic, Freres.hull he trot W Une and grade Top of fetinp for foss a:d-standards,eao.Pt SPesW foundation.,.hall he faiahcd W ground line ear.dew lk grade, unk..Otherwise noted to the Pen.01 dined by the Enguecr Page-SP-55 Rea is,on Dae: getolser 15. 1991 1 i F g-20 luumio\tiov.T,.frc Sigwl Systems,and Elevical_ g-20 IUumi-atioa.Traffc Signal Slnew...d Electrical ' Form\atilt be rigid aad acourely bnod b placer. Coodun All eoarele f.uad.tiow sNU be baud as per statiooiog coda and anchor bolo shut be plumbed and rigidly placed of oo the plans or As located by the saga-eo in the field. ' proper position end b Props heitb poor to pouring concrne sot Shall he held b place by mourn of-template-m6 she fonw 9.20.3(5) Conduit art remove. Innsil w.Of coodul.hall conform b approprWe ANcles Plumbing of standards +MU be ...pushd by adjusting fundnl the Code a these Speeifiuu unit kvchng too. Shirty or other aunilar devices (or plumbing or TN \ice of codua use +ha0 be as shown to the Plana. nal wlt not be Permmed. Condu. .molter than 1-inch -ko"n.l trade ave 'haU rot he Both forms ad ground Wdch wilt be b wino with the used Ys.ka, othwau sp ediod, except she, groudmg ,or,..hW be sbom.gWy mouunod before psscmg concrete: however.If.w"er so the fe."Wo n.vsu.,n will not be co"c M. e " .wice Wow may he enclosed k 12-inch pe,micted forms h.W not be remove�'W the wncrm had w dum h t u t atiltU be b the optbn of the Contnmr."no expanse to the u bast three day.. a =d"d chard.an"where larger+ire $We,b YK Larger conduce u u.d,u abaU be for the entire kngW of the run from cadet b oudes Reducing wupllng'"'dl no,be P.mi-d. )Q The ends of W mnduita 'ball be weU reamed to rcmnve burns\rid tough edgs.Fuld e.w sha; a made quart and Ile Shp houw or running dreads will not be permitted for Coupl:r.g mna We conduit: hcwcvo. running breads will be parm�w. u feesnM.ien�4+a-uM-estc�hae�sRyub-AetAe+hal�+w-s.aessg :raid. ugwl hid spldcrd. Whm,s aoudad nsU he memo he 4— use. an all too bride union coupling rug-bee, he u\d. The The wuV.ctor s"H pm,ide so m.toul for sod bruited on W moodd woduv ode b toad-free, clan and well wwsrure We ft•uodatiom for a.d b the dim stir ow spe<ifud petro . a god 4usuty US-trd.' copper suspended AD" la a . pull the vehicle before , good art malt up. All n aiil be m.hk I bebM. Tbc anchor boles sbaU maVb east of W shall b ughuned vo our s good elvmrical wwtembn will b dnkeb beiwu0td therm-. made throughout alto Chun tength of the coduil ton. If be All nceu materish an to be rambled fmm the r.noun bait been mood a0.aa,embly.it.baU be given-flat f,00,j . rowWctie- rise sod dup.d of at the tightening from the code prior to backfhing. When eosin,on enouscmr's apeeo, g.lvaniss. cod., hca hso bjurod 'n handling or nalLng, Cou."e shalt be placed against u.d'aturbed earth if such m:ured plain ,uU be thoroughly painted unth galvash,ung pouibk. Disturbed e\rth or NClfdl coah"I shaU be reps,paint,roan,a A-9-73. compaeud b 95 pexst of the material's maximum dwapr. AU condmt reds shall be throdd sod upped wb'u"d"d Before plabu.g the cover", We w.V.ubr shalt bisckout conduit coo +or rondun upl unW wiv.g a cored. N'hw smuod s.7 other uadt I round stt lino that tk its the Pu•-E otv.td bade w that the cower wW wM adhere to the couplings or conduit.p.sit rcmovd, the threaded end+A.0 dhe pmo dcd cob approved wnduu bwhing+ The use of any utility lice Concrete fouvdatiow sD\U be troweled.brwhed, . edged sod finished la a woIkm\wbiP-like msooer. Cow"e anplug, even bough temporary, in Dcu of be condmt coupling+ and conduh.pa c<pnasly prohibited. sbW he promptly cleared from the ezpwed yonio- of We Condit ,.be[rim .ba bade U cxscnd at leis 6 inc h from ambor boots,sod cooduil after place ment. Fourds600 sh.11 the •cru.l face of foundation, and " lean br It inch. ow .0 be Clair-B-worrelt. Afur the specif.d cur'mg Period. grade All cooduid nub.shad be uPP-d the contractor m.e iwh.0 the applkabk device Woeob. CooduA sbb., up., and exposed threeLde shall be pinned Table 1 cob gal, Lng repair paint Furmuis A-9-73. Minnie wduk bends, except factory beds. shall have . 7�of"nice pimewbm rad riaiva wnalatwt cob the requumnem,of Attack 346 aW other a ,!a of use Code.Where hurry brads sec idol-Mad,w, oduk ITpt Light Pole L'Detp-3'$q or D'u. .h.0 be ben,wing an approved-Mort boosting me"empbyuy SVed St:o Pole up le w'tout our 7'DeeD a 3'Sq s D'u. cormedy sued dis, without erimpm N g or ttmint. using she longest ndiw practicable. Slgo-I Cootrollo Nerm"Wic wdua brads,whore Wowed,'I'll wnrbrm so %:Ligbl Coovol Cabin" $s D"aU Sheol A� Ic 347.13 of sha Code. .W S nI Ba3a,SR Iktad Shoe COIIdYY.NB be kid b\mNMYm depth of: { AU wovee roued.uow thW be wwVuesed in the a. 34 us,hea bbw N.wdbsr. m,.am specified beloc. L- k s, k. ik+ 1. Nlur ode+.':or rand idsem are b be doscv w u. Nalu _ put pat nu pees, f.use::p sf We fousulu.p.fall b-cede �hc aU aYu+area.. pack oL.she by"be adcc eala or u:ad.ISer d"ul sDwl fbkh gna.-'.k 411 L. w+ng 2. Nhu.eso ude.nllu art w b wuam.the ink for to u+p ter y.fw+adads nap be to 11ei br tb m,es•a, tSor Isssan— Page-SP-56 Re taw,Date:October 15, 1991 L r 4. —i 8SO IUumiaation,Trafre Slgaal SJslemA,.ad Electrical ¢-20 luumiutiva,Tnrrr,Sgaal SplemA,and Ekvkrt .Nlwdm.... .gF her g' H' `�t*is<t-..tepswaNvwy P•`.M�1uw e"Atlead-hYe•+eng PuU Wyesto Sh bhAU be iosnUed. All modui .bAU he rigid 000-mda0i. .olds oozed mhawiee io the PIuU or SPerl.l pmeylom. } - All modua opmwy ,hAU be fmd With •pprored helkuds or Buhkgs. W. t1i"ri— of modui •baU be �. moyislenc Wiyi. mrtinmu mod.k mu vial m mW.1 or Au dil'ferAet ublduk types bet.<a 4+miaatnu. TL<mntraamf sh.0 p,lid,o.d MUD .0 moduit and mm�ury fusiogs at the 1.&: u oiled oa the pko.. Cnd Jail ��e'd"" r'Uppt..'.�wetwwtsUw sire shall be u'-dialed oo th,writ'and moduit ub<du1< {'av^�ieer show,oo plau. CooduU b be p,.,ideli and ustt.UN.hall be of lAr tree kdldted brlov; �' rWow �K 1. S[he b hem, .0 prA, Coeformic¢ w ASTI -+e eleedudl ibAtl be used.hearer the rmdwt n lu Ae plead f A W VL .uhir the coal..,are. 2. $[La1u1f N eru hdn va p.re. CuafGnm to ASTN tRtMflMLM11FW.w............l.{, �etldard5 Lhe b< Wit wbm the [ppd Wl tl W be pV(!d F wthii the wd...we. 9, All joloU AhaU be ..it, .ilh min mmpliaoce m the manufuture.'r recommmdatiom reg.rdlig«milt utd and ene,.di.-a.nd mrim-rtl-W mpditiou. htck.ng or dri g pi,AWU be kW:Iep from the ar of t wMlt—gratwdvg,_,w,,., _ro am type of pdcrrr.nt ut, PA er pot 01 fte e-1 v<ua of w.er �yw,gv, tA.t might and<rmme the vuanl or alter w Jte mbgnde will le<.vyt.N.(er.r,n,ytsntiti.erstr. not be ptnnlaW. On new muwcuon, mnduil AIUU be ph;cd poor a roMwt-rr hjma ,)rkywy.g. pl.lte m of bur mursc wvemrnt. A, tilt,¢ Cndui Iriiiij ng N found.twns other than tight Ate td.,d fomd.tiou AbAU eaumd a m.zunum of 2 tribes .bore the NrYitt.bsytdy�.p estw..et (ourrd.Uon v,mdUY.A:tight standerd foural.ikns,mMud,h.0 b yetniterr,otrdeeit��,ya rtm eAsmd mort thin llt inch above the foundation. Cortdui mtering through the be0 -oft junttwn be.AMU �' be kealed near the it wW to Inv,the major mi,ie,oI the boa c1W.At All outku,mndud,hall rater from the dodo.,.of We UU mn,tamuvtm¢6 iechee m¢mthd below I.P.pnru.n hu bit mu whin J in:b A of Ne box Will astat ill mtn kdtion. N vMkl.s. SuiUblc marker sUkn aWU be An Al IAr Alit,of rand.. ' ♦hwh ue buried Ao NA,they can be...U,kilted. Frump -bAU be""Um a kwr- A u duignaud by Ne AftP�•y.«Awg Engines Aa u to pm,& . moduit eA.mrt7 that wU peemit Open trmch mmtm.wn shaU conform a tAc following Irtcdam for wtabing tltc ekgrirel mnUol wind,Whm conduit i I. Edgd rf the tresteh Ahah be Aewcut a minunum of ftnin¢A art called for ut the PImA.or when N,v innaWtion u 2 fnchel dap.1d sh.0 be w,tW real.r by IAA Engird,, the CanVAMI.h.11.fro Nrnuh A0 2. Pavmjm,.W U d mmrvM m m approved manner. nOeetAAey raven wM gukw. Y. Trdcb depth s:.:u provide 24 irehm AU mvemd ur,&rgm.W W Mud Ahab be ekt With m minimum raver . roved sired mudrvl.nil blown out With ram overmMttiu. PF prdsod.0 prior 4. m pu0ing w c. fiC"Oull installed for ktuM un shUU be prcwmd u S. klbw: At., mUl usanbiy ut pled, the mMui. ahUU be blawt clan WilA mmp.dsed.y. 'then, in Um pma,tee of the Erg.., A Akum g marM mrtaUe surd Ianof dch he, . co� ndmt.hab.4 W N puUmuSh gA m wart NU IAA moduit he,rat ban dAlorm<d Al.ran u 11K m rel hu ban puUW Ulmugh, sle.•�(rrttrvtyrrna bmi.mdr of UU cordua"'All be Adl"t with mtMuk"PI Nn PUU writ•h.0 be in,UJW >1 Pug,-SP 57 JI Revisma D.te: (k:obe, 15. 1991 I t as 1 8-20 Numioatio.,Traffic Signal SJsums,and Ek,rkd 8 20 10umluation,Traffic Signal Systems,and Electrical re Where ..,fats munuourt of conduct is required, .,,,port --_ _— shell consist of'unuw'type or equal mounting complete with 8-20.3(8) Wiring 1 cl.mp sound for the coM.A. SuppoK.pacing xbxg comply vth ' One code or shall be as naed in the contract Approved!rxpwion All undergrnuM vrsnS shall be Whaled to..Mull onlea. fdtinir shall by iNtallod at W exprruwn pew Fasunen shell apec�f WY noted othewiae m that coesract.All vying in condo, bo as approved by us P ginm. be kastaud with an approved lubricates. Existing co,4.k in place scheduled to receive new Wish the..,.puma of induason bop circuit.magnesomeeN , wnducton shall have any swung corduaon, ,.moved and a cucuiu and iOurtwWion cocu'sts. W -,ring shall cam cleanag mandral abed for the coduk shall be pulled through conw.woely, wiuwa sputa, from a waru d locoed in a Conduit cam aMwe as the Plan. are to,bidding purposes cabins,..mparunet,,pedestrian push buaon sasembly.or sig,.l on1Y aM may to chantd. with approve! of use Fsguroer, to head to . ...l rly locoed wrmrral. Terminatk bwund bclnv avmd undergrouM obslrecuoN, grade will nor be allovd. All splice in underground! Numsnwon circuits. vMuwon 8-20.3(6) Junuian Box cis bop circuits. W magn tomaer circuits shall be installed at )urseswn boxes. The only rpues allowed we . induction loop Junction box. hall bo installed as th. IosatWN 'hove as cucu,ahsu be the ahKl.l'd cable in bop via apL. The ...I, the Plra.The Contactor may instal.as w capers to the Swiss. 'Phu Woad u s magniclu, der cucuk .hall be the probe such add,u.n.J box.as may be deird to f cihut the worx. lead-M cableto magnmmeser cablerpbre_M{vstiswisay.aIsis Juncuon b m box instillation shall confor to details in the Standard - Plan.. It yk,es, lunnioa bo..sh.0 be adjmtM to be nush vies the fmand ydwe.y_L.eq grade.The aaega.Wd--w—..pas} loduetioo loop iii and roorsdor shW provide and inssu jundioa hoses of m.g.stometer spices shall be as shows is UK staodvd the type and sits at the locations specillwd is the plans sod as dessils. llndergrouM tllumoaton cm in sph..e sMtl employ Per deu0 sheets. I.Pper crunped cormecton 'mstallrA with an arpmvw tool Tht inscription on the coven or W junction boxes sbau deigned br the purpose. be as oeiuud bdor. Epoxy aplim with class rigid melds sill be rego�rd on two I. &—kahtina nco ,y gym, coy W three only splices in undergrouM dlumuiou n circuit. 1. &"nab:•"eau• Four coy of more :plies in underground WorniNbon circuit ). I ref ogns and alrea kgbuog:'TSI.T' maybe eai spa Y. or heir ahrxk t a. Tosser,etc•TJmsuy )T Inscriptions on junctlo. box, Periormut that same Epoxy Splice hall be physically sepanrd from other fu Ntioo, i.e. 'rest lighting,traffic signal,or both, shut be sPlim aM airing wehin the junction box to avoid daaage from cans intent throughout the project All;'..Conn boxes shall be heir during the casting prom n. Whe has shru s xpuus tie installed ut conformance vith pro•isbns cmcuioed usthe Wowed,wiling sKW be clean lad dry.ih<rpliu material shall • y ,• _ standard puns sad dMil shees. be well lapped over the wine insulawn. If any vie.Ovulation u The unk costae' firer per each err 'Type 1'or 'Tree damaged by use Appkcauon of excessive heat the entire rpca II' junction lane shall be full compenssUisa for furnishing shad be msplacd. same and for all cots d labor, ox.wul, teals, ..it Aerial tllumuseu s.rpL6. .hall cmrloy vice or crimp type equipment oa.ssan m provide and ox ta0 the junction boxes prose. conoewra. Spires wutaUon may be epoxy, heat inched' cacasatbn, baekf .hank,or tape. cog suing and coml shun W u Tape splies wutauon sou cryous of thermopl w accordance with plans.specifications and detail sheAa. cico u tncal uatating a ed to ape appli e thickness equal w the ` FretaAM Junction boxes shall base yaleau sd 'trio ads sod onguW,ire insulation. It'hall W vets lapped ova the origuJ All junction boxes and associated concrese pad.rhall be insulation, and there sha0 be a coating of moisture mistaes usslled on compacted cob grade wbkb shall include sea •unto..appiitel sod Jbvd to dry.T"ley.of friction tape ucha of 518th-inch mans c,usbd surfacing top course "I then and applied. a the splice ahall be Wished vth a material ustau<d under sod around be base of thew jurectiue xoM wmplenc to moor,toting of v.muh. box. Concerts shall be promptly cksoed from the ju merino trmick dun..nn.t corm,cton, found or unfused as rsquud, be.transit and lad. Jae be installed a W pole supp.r&a lames.. Insultation The our contract price per junction be. shall include rh.0 eo.fnrm to detail.in the Standard plans. ustaWlioe of S18th-inch u:oN crushed surfacing top course Pok lad bracket cable stall be insuud bervocn the sod a g' thick Clam'0'cement concrete pad subset the duconneas aM the[on'.re. l pectins be.ns the Ens,s Suf&:.m slack wee Juts be..talked a each junction boa 1 he li petifca led aM detail shrrs. Installation of the erwbed surlaciog and the coew,e pad to W.any coMuaar, eabk,of splits within the junuwn Mx s 'ball be W;d"Ul be the eve price p,junction box sod o. to be...it- minimum of It inches outside of use box. n], fur,her compensation will be made unless the contrsY 1Nukt4 SmuMed wMucton of siu Nm.6 or srNlkr shun. r' includes separate pay items for 'crushed surfacueg' and,., be ider ufwd time,by.routuwous whits or natural Stay fmah for"concrete,pad.' along its enure length or by w approved whN marking for use full knSus of the visible conductor s.0 umruotiona.j.nvu.n be sea.or acceaisbk beatwm. Page-SP-58 .yl� Revision Date:October 15. 1"1 I 1 L F :x: l l� ^ � s.20 IOumastion,Tnffc Signal Systems.Bed Electrical 0.20 10umaslioe,Trafrc Signal Sysmma,Bed EJertriW f� f- Pvery conductor at rcry wire umurutim. ""odor. or device .tuU lure . PVC can markng skr't bunnS as na kgW, I.circun number ad,,,W in the w-r*d. All wnouul Bar Wnpa shelf also bear he o,cut, number mmutent cant he contract. At W iL'umoufon cimurt splices, each wort muting IM -a- e/r-lvrK-�auLaad"Pne' +t"a Be .hall hoa - PV� wu- marking .lac+e b..j as a 7 legend the circus nor ..ir,dtrated in the boomed All wring, udnlvc of rote prtviouly "mooed l r illy. rosin ciren iu, u junction boxes W a the oonwlkr 1 rah. .'smu have an vpmved us with legends as follow*. 1 Individual conductors—the circus numb.indicated a .eadwir- d,e corrtna Identification of the oquupr -t grounding conductor .Full 2. M.KrOmductor cable — dig numbers of the signal conform In W Code requuemcou. heads and/or pedestrian push bursa"scrvad. Gmundug of oundus and neutral 9 Its, wMat post shall 3. Loop Ind-a cable—the number of the loops carved be ac^"phshrd as required under the Cade.Grounding of the 4, M.gnawmeter cable — dig numb-- of the mu.. h.0 be Bcoomphabed only u dw swim. msposcom e-carved. vop loops shall be prrvidod on all Banal conducwn where tbry,ems r poles,signal heads,or wndrerhuds 66sod. Pim Ul- - Whent direct bona]cable or wnovea➢ic condos it insu0ed. OHM-uhakA'a Bart.lea. be used Bea:nvatug. a-tslnng and beckfrlling, an that co rocb,wood or other foreign"aural will be kh or possbn to note possible enjury. Dual bural cable .lord be placed a mmuoum of 24"ches below grade and shall be placed diaen.u. basely n the bow.of B comb. An approved red waning Ups The connection of the gmundmg cleeuode conductor u the m d m tht crunch,6 mnchou aboll the toed boned groundng electrode -hall be mada w h two approved ground conductors. camp. All other gmondng of the equipment gmondng When conductors,either cable or tags-,art being naulld, wnducwn tluoughou the y.Um shall be by approved cart stall be c.crciwd In not read iasim 4miufon, gmuraing bnhug.and clamps. recommended by she, nunufatu-err. Conductors may be p 11d Where direct NMI ubit or --tech ill oronawn wuinS u directly by hand. However, tf cmdu.wn trc pod by any nsulled. . .uppkmonW ground conforming to details a rhe machmkal meets, .ayrumomaLr wN drop-moll-herd aWd Sand.rd Puna .1W1 be WUIId dj..t b each light .undBrd k used on*very mahaniul pull (timber,nal.or contra-)u detWed a tbt pWu. On maharural V.U. inwlstion ahall be stnppd off the M.seng. cable *fall be bold to Wool Bann polea oy udwidual conductor and,he conductor formed new a puling eye moo.of-bond .cop wrsnected between an approved U-bolt and firmly upd,or.cable Ynp.hall be used.The puUMS force connecnr Wet.bud.&log on eta pole, appbd duecdy u she..doctor.i.e.whan pulling ern--used m pou,u wart shields or Blue" conducwn arc or when the conductor u formed ato a Imp.shall be limited u gro.ndd, the shields shall be n.uy wind Bra^ unnu,.ted on O.00g po,.nd per tutu'.,Mil am of copper..doctor.When a Bppmvd groundng lug.. able gap a appbd over mrunculiic .hugd cablea, the All sow light standards, signal poles *ad other rtuxim,., erg fora shall be hinted In 1,000 pound.Provld d .mad.,dj cos wbkb ekctriul equip""t is "..Led shed be ..us of the fora u nkukud above. grounded to a copper ]ad maallle ground rod $,'0' Be t o Iona ure aWcws0 psesu-u bends in dues and conduit di.mete a y'0' a length complae with a 08 Ap G bare nu,the pulling forte u pounds.hall not earned 100 faces tha copper boadiog soap located is the ne rel junctiu.boa. All -din of eta bond in tea. Adequate lubnoa inn of the pep. signal waneBot"nicest and sigoaUligbdug serrce rabiow type to redum tndron m tendon and duct pods.lull be uWhrad shad be gmuaded to a 510' a "ourtc, - g'0' As length as necessary. The Sorest and oil4ype lubricanu used on lead copper cud maallk gmued rod located is the *.vet ahathed ea"'-s stuJ no,be used on mMnes-14c sheathed cabin. jnw'tios W. wth a bare coplw booauS Wr-p -iced in When s -.ve u noted for hour connection. de cods of atmrd. o'kh We pl.., specYcatiuns and applicable each wire or c. :-hell be scald w:.,an appmvd but.Arun codes. and apt Ground rods are amid.red miseeJanaus sea.and all seats in is be iuJuded with the ay*tem or conductors. 0.20.3151 Bonding,Gruunding Ground.trap But also srtiwCWscan lama uekss a separate pity item is pmcidBd a t`.e'Schedule of Pries.• All ikak-wirl w,M.arn i _ ils a 9-20.3(10) Fx icr . Ir�yl}ya,Bp _VA. power awmn shown in dre paw art -pproxur or ei... eatd Imam.w0 be daermu ed"the Faber Page-SP-30 Rmstsion Dam:October IS, 1"1 _J I t, 'J �. J i fi-20 IUuminatioe.Tnr&S'[ad Syn.,and EkraekW fi-20 WumWatiw.Traffic,Signal byterm,aad Ekaariol f 1ho,e f mrt b\•ed on dieleefc propenyo, of (` condom' NWLLLMN, -P&''-S iruubtkna, KrmuW yrwwNrww..wh •1^D easLng+ D<. ±uuK for considcrtUon..f •rows. •. A fu,,,-uo„el real in Wnicn n i•darwmwee that oc] g,ewt�aaatrtblr and Illy pat of w system runedm u 'pectfcd or v Nrardrd lv m a■ For wK cvcuu bebw]IS vow rwmwl cacGlt inducion 1, Upon eegwr ne w Corsae- w F-P"t cool make the bop cu<uw W aU ooW resb.t 11 be p be coaThe Ugel 'ry\rrangrmenY Mull w KrvN[uULry b complete w grouts oat.W funetaotul tot aMU be prtkrmrd.7'be rrmgga tmwcuons. EkctriW energy used pnor to conoplou r. lot confumin[Luu"oo Ream g of nor lo•con 2 C.h. corona Mill be clunud to w COntnmr.auµ Uut w b pound null be rc old. Tutdg mquimmcw for induction 1.coet Of energy used for publK bereft. wfiu .each op... a loop cucuu•h.0 be\•sago N San y par,t f 4. urdcrul by w Ergs,w U be Nome by w&w CY7. My fault in my mueLU be h my p.n of lox ed by U,r Threr type or pure ',Ike are used a iadiuted reyeakd by thue vat• shall be rcpbw0 or eparred by Us b'bw: Coommr N a mutner approved by w Engineer,end the tame 1. T"t ytl•m rba0 be mere pk•a 120'ob,I.4e.W"die ,o,'Mu be reposed unto ro Nub\pprus. A.C.lU J&Q w Kr.'tr oa11 2. Tl yr II, rytt®th.0 be-Nile abate 14 'at, 1 'I Yolbe pEot y,,th u e —1 ucur, mG'idual . S. T,1111 ryt®b•0 be cap"Pan••110"4'a.5 win.'w "^'•" � rycle A.C.I..b[btiel'utu,u'U•r6c egad,gRM^d+d omYat tar.icel •+•i"a++d The power once point shaU be as Doled all the pbm ! .od shtU be'erified by the electekAl av'ciog utility. No ch\n c b top W go apeneon wUl be Tbc m,we o beset 'MU be marked wit w Kniu tM-bw[iin+e- t •jresmem lone.W number.The m\Ikinp-MU be L UW alloyed•P.,2 p.m.on to d•y nor e w coo''bangr be Ixiey, on be ouuidc ubime door nor w by of w ubina. The on Fnday,weskWs, hoLd•ya,or Nc day pRccdNg\hoLd\y. marungs ahaU be uric C wing sKncU'ud black mmnel alkyd bless plonk^onfOrmirS b Foderel Spuibawn TT-E.4991.. M 'raffa epJ w On coy oa be<eaedeed 6 or.is.�rrm '0.3(11) Field Tat a•per-mm m impsrk. W Ws ! p d m�.t tr<rnsw b w oPn ,nWuOv n completion or ad work,w Cul.1 cl " ho" 1. AIt ditc Rr .ao,l r . d det'ri nL , Y coetrwtor•ed rr.impnied prior u.euueUry meal Iglu ^< folbwkg tau b be made on aU eleeuieal cucNu whose udeY_ o,.w opening whets. a from 115 volt" b 600 volu other y. RKueu 1.,d W rura u ahap ear be.ueeda*d' a ban driver burW inIUUm--et the preaerce Of the Engineer. drrrcal'e'ire to be col`.—be"Ms Vo'wIA.d 1. Teas for Continuity Of ugh ctrtuit. boa Lem ooe'N by the et" uQq- Tat for gmu^d+N ugh eimuft which shLU unab,Of a. A m om of tree JI Merkio[days o0ore..+9 be 1 w phy.iul Caatr.wtian of 41e insuUtbn to ensure reruired for suet]ore-- the aU rtqueed gmmd jumper, derw, and 5. CWeud"eo"°at rle ioYitecdoe mYo oe compw.pr Nan berort'agYmeea t brM m a.Y. Aa.detedYm \ppurtenarste gai de t and art nNCNniully foam. r ch\eae,mo.new to atr\u rot be.... ,ed b.the 0. A 500 vob mcgohm meter tut on each c'ucuh beM<cn mG••+y i UK oordomr W ground With all sMiwh boards,panel 6. Cip form grog,pm'idf.pma and m•ieuia wopR eVti°a be,&, fo- hoben, swf sbe, reupueles and warema of ar tp•1 aloud, oyereonm,dllw in pleu ud aU reading,rcordrd. The Connmr sMU fumeh the Englncer with three WpW.Of w tort rtlYlu droti"g obawed RadNp a 2d.3(I3) Painting wit wle repeaiy....iu. Wbe^t rtqueeduU b ale do. inwnlorm•nce w:h Mcgge I&nong of Ulumwtm cimuw, who AD• Uubb roam of Section I dunmint contrdb love bon Luulled, ohould be ➢➢ prior to Winwt.aU galvanized•urf\w-hell treaud u pCrfOT.led 0^Nd1VdWI[VCYIY WhV LeliaY me net Seetkp 6-0T.3rO wuUod. tpeciCod N b,,Oebo nWabai• TV, in\ul tun lea bunco ohall 1KK be k\s than CoamUu reanor s,o,l&B D<Wtfloury wide wph an approved 6 megohms betyeen tadumr W ground on thou fNith cot Of caum: Mite mes-1 ermmel W ouube Mich N cimuiu with u W.inglc conductor length Of 2,500 for, approved camel fNbh. Uglt goy or alumNum vt color. If the W b m Ie,, nor lad an 1 gohma for Nose clrcum fm m\bh a daged be(ort fwl inwWtioM w Entiror m.y y ib tingle condumr le110 of lit con 2.5^0 feet. mqube Udd pkUning a MO. Any change N w above tined minanum rudmg• Fist con of Formula A446, snood cod Nod coau or must be approved N canting by me Engbar Only Formula D 1-57. Page-SP-60 Aey,urut Dare:QIUIrtf 15, 1901 I .iF.. S.in v. IUumiaatioe,Traffic Sirul Systems•and Ekevkal S-20 I6umioalioo,TrafficSlgo-I Systems,and Ekcu"l ht-und-rds end 3' I G-Ivaniud-Uel,aluminum or coMrae D¢ lumm-im ahab nor be p-ipasd. kvdaf. b-20. Light SWdads L,Shl ItuM-ms a' a. a be Nthat 'mida budurasge4. ra.«wm.r�-brae- and efeenp¢to ouch• manMr that UY:y Cournemr's MY p-:a U.1 A--C damaged due to Utt sc.w the IiYndsedJ'kPa- shall be'"iled of rtplaced a do COmraesaf-'IPmac.to N .-,;.6cdon of the Engineer. �"^¢ Light rtard Ueda-hall not br erected on coMreU foOn,Luon- until fowd-twM Mve-es U!r. - 72 noun, W-hall be raked Wrk aMy to be plumb seas - bad h-s been Placed, oUaerw c dirterad by the Engacer. } �, ¢yP,y mlyy-^e1ralL aaegaemaeahFisY-aMg' AU new tight alududa-NU M numbccd for ideaoLration eceorduare wsth the Plw using pun"d )'inch aerua C numbem in.0 Ikd these fees above tha base ruing the tnecUW a^ate wev. print ahaU be black aumal -Ikld 9lou conforming to 61 PI Fcdc In sav=zu nb r p-lca9. Coamelse -h.0 prov.dc k uaini umber polo, Jrt lass 2 fees jm Jdi mine Iuu burial of 10 percent of as tow Pass b kn¢th P WaaFse-+rd!r -nd ahaU Plumb or rake the pokes u da s" by the rees w ihee the d ark �. bar, 7 Mc her Doha ah-U estend rhmugh she bP hasvy tin Irm onethe sideosw-lsfrom yafrae. A grouruodiog kl e t call nut two full Nrod- _ a- shall ha provided a We hand bola frame or;.side Wt hood -, _ hok frame or inside the pale sbafl b-uacb-Romd bnoduog scrap. 'l am AU poW sod darU areas shall be designed to support a ad qlumiaaoe weight of 50 tbs. of more sod to wiWsuod o'ooring oraMeJ• prcuaro uascd by wind bads of 95 m.p.b.with gust factor I ! a 4 w.yp-plw.�wLN.r of LJ. AU polo shsU co- tain a mia'amum arrest furor of A.Jg <FbaMaePwan P.O.ao yield strength of weigbt bad-ad 2>J ps.i.for bark l wind pressure. 6. Mchor bobs damaged s0ee the found) ion ro Idc g D-.ir Areas: attar aba0{eeorpunU a 5 9•rad+n brad u placed short not be ref iced by bending a welling aaa Y ad fmm!y cmteA of tat dash. y outer v^rtio' -me CoavrNmi a mp-is pfocedYrt k w to aubmmed L of aro etas,,G ycl'W ry w ra-I'sbe•e kori .w Je Engineer for Wear -1 Prior w mating-ray"T""' .Yd-ball,far m win. V d,aueas J Pr000—ta a The peomdun is so include retooling the dam-gea ouwree u,, o'tl 'uaaes to rat rare kmm-In atwf�b. ponior, of the r hat bah, cooing hmda oa the n pale d/ Produdatl W P+uk hTsa rate s,ap be ac � mdamaged potion w eemsJ, hoc "a"U"a of as to fill. e appnved rhmaded aJ e c ram snd stud, ud rep-amg Awy�r Bu+: UU foundauan with epoxy CaM'ere fcP'.v A aae PPr-smr base of-dm u Pnagth.Jape ud eae 7. Tha grant p-d ah.0 not weed -bove hoe ekvsuon of "be sa nd U rbe Wer and of Uw Daft as tarad Poos srket bandies Uee bosom of hoc-Up base. e\-G b uPW e1�vak4yaxJdaspaa T Ww a. Mebor bobs-haU be sas"'d Plumb. t 1 dcg"ac seommr of star 'lash Y,h U raider lee nMW nJ fall dnLL-d M ided eiJ tall pok. �� uakor bolo. M1w u.rn JaC b<tw yew Peel ascbnr bNu,start,hLLN wiJ"'°\emun sod Mc ,.aJen.ab-11 b IuruJed eiJ rM Oa(a. Aacuur baba-bs0 NY-+�r yr°'P A t a, eaaw o al 5a'ews 11�6501 aad 9Do[lest. 4- M-++Mg sae Tare sshr ba\vidd poi.f JJ be YP of rxd-dag!ti gPlrae.d�asel+ag barmy caom�+1 tare pM shah+b :+d P. TLe motracmr 14-11 assure Ibar tart-Mbar holts conform to the ranmmetsdrd ASThf soeel"tiom of 'be park mew. otsoufutarer sad sbaB secure +ad submi to the Cal for } ¢-iwhae-Mara sPPMI.l all m-oufactures des•, 0o Pat, beadlag momrat. sMbo, bah f-b,"wa data seaco t rest the -Mbar l>Ulu mree resotti sod act d-- that al be r Use9Yired ear f to these-Peelfca oar. Page-SP-61 ••q Rev!sioo Date O wt,,r 15, 1991 L _1 _J - — J �-- �..._....,. _ . woo...,._...._. p10 Ithwaiostim,Traffic Signal Synem.,and Electrical 8-20 ipumiwtioa.Tn1rc 5io.1 Systeau,Soil cJwtal 6liudswn Hard..rc nrm a.awr< ryvt+,Sun. ..e... ..rw.,uc.i red. 8-20.3(14)C Induction 1.001)Vehicle Delecurs co.ayde tna iew.0doa SkW na w.idm sail Iduwi.n bap sh" be wom..W as detailed th US, I.D.Ddrour—uon for Potei: Conuad W the following: Toe'c anon'Shan wPM and is call.combutS.a C I. Laop wire ohs➢conform w Seaton I-29.3. din. W erne loos m eaca Pole. .lab vSa,'iaA S_ Lead-Sa table shall coni w Sadim 9-29.2. ur..in r 'mod Pale wwa 6........ h kuar W j numbs+erwtin.dm,d be nouw.d.'he U foot k,A m a, rot note facing apycaclio{trat6c- Igsda Snap k.Saki ..A trunparar Na, rmwam . 4uq wsuln W :awwb duaridr upon^- Ile dal nulawe Slag h 3 iocl 4. Pacb bop 0M 6c the rss and numa• of Same sy,ure with geWw,tdd..tile reM1rcterivd S isel Deed oa udiuud.the PWu. a blot hackaronvd. 11e I.D. oumher"M.aaipd m . bop inwalsun .i:l be done . •Slaty wet:.ler or art pole a 'C and of ow 1. .r pour b, w 5 No •Cur No Ilrc pventru as Pot. traff ennerr+ry.fhe_ Cow for tea dra w la Sh.g na tonadad up damal w the 6. All saveeuu shall be thoroughiy cleacwd .vA Imp.. eoauac't hid rout. an pm+Sure. if traffic u allowed over Lho Light suad.rds shall be Spun aluminum dati style gad Naiad prior w win installation.the Saweut, Shan be whld met the pole detail requuemmu indicated below and thoroughly ckanad apm. — the detail Sheets at the end of these Speeirratirw. y. Wiring alwU be auulltd wuh S blunt-noted wooden The pok sb.h shall be pm•ided with s 4' . 6' tomb wod,e, hand bole atu the bue tad a matching mdai co•er secured goo All +lack Shull' be removed from the wsmg pnor m with uWm sud sinew or bolo. uutaUation of rope. ':mks th wvmg or fodm,back of , The pole shall be adjusted for plumb ..w all needed cxuaS wtru,wsll not he allowed. equipment bin been installed theme. Aftec pk is installed 9. S...,..lass FaU conform w A5TM D 312 Tyre a. and plumbed, outs shall be tight+cod oa anchor bolts using Other a.I. . m.y be usd d rppto'W by the ' proper Sued sockets, open end, or bog wc.cba. US, of Engineer. phan w , pipe wrtnaba. or ocher ob that ca. dsm.ge 10. Sealant MU he .ppbW such thin Su bubb1. or loam gaha.isi.g will ow be permind. Tools shall be of Sufficient will not be:rapped th the uwcut sits ter acbie•e adequate torquing of the can. the space it. Splice to lap rd.rn table Shall be made win bew,e. tbt concrete fowid.W. and tea bottom of the Poll soldered mmprestioo type coaaeetvn. bue p1.te shall be filled with a dry pack mervr gout a.d L.•a.I,d an a sm.th f bh..forma,w the..Pour of the It-20.3(14)D Test for Induction Loops and Lead-in Sol-bear plate. Cable Dry pack mortar grout sb.0..at of a I:• mature of All u.0 Shall be performed by the Connvwr m the prda.d cemem lad fine sand with Just...ugb..ter So that presence of the Engineer for each loop. The tau Shall he iI the ra wture will stick wpether ov Iriog molded'into.hall by prbrmed at the unpLf11',.W-Ana.mplac--UUUon of hand,and will not exude.nature when m prated- A one the loop.All was u...tcd with testing sh,l be W1.Ud m thc half inch drain hot sL.0 be left in the boo..of the grout unit cormot pricow of the reap.,Ut a bid%.ins. pad at shown o.the standard deu 1. Tut A—The DC resbunu between the two lad-.table wine+will he mcasured by a volt ohm mew.The msour.'hail c not.sand 3 ohms. 1 8-20.3p4j $igSspi$Ydart I Tut B — A megohm nv.er twit at 500 voM DC SMU be AU Signal cooducucn 1bull be s..oded copper.ad thall male beeweem the 1ud m ubk Shirld ad grounding, prior to . .• I Met 600 roh lwulatio. gad W of the sun noted on the carmulcn w groiiad., 71. resutanu Shall equal or crcud plans. All mjIti-maductore wed far the signal system shall 50 megohms. .form w di•eiaa 9.29,aad shall be of the s'va "led on Test C— A Saeger Pot shall be made bwweea the loop the signal wiring rhdule and wiring diagram. AP stranded tutu% and grourd.g. The rtuuncc mall equ, or cued wiry treat lad a•lermind bleak shall tag m ono coil. 50 mepluns. crierp style soderksc a i'"'I cov.a'wr,nod all Pond wva if any of the intud woo fail. to Pea tot uau, the bop tarwiwtd sl a ut�.!..I block sL.0 base .. open end in.uUawn or load-th cable +hW M cer.tred aid replaced and sold. ed ten.'.at.arm¢to, Al termuas Shall he initialled then retessd. with r wu1 daigom for tee aucali.soo of the conwl top of Tit Cormtracwr stall keep record, of :old tessot gad cotmdwr Sod crimpiog wah pUees,wire tuna+,em..will era sh.0(urvub the owtudr with a ropy of the rduM. be.Uuwd. AP wiring aside ire..troller•Aouid stall be utmad.oil cable,totter w nuke a nest,clown appeirug; 8-20.3(14)E oigrml Standards iwulla:ion. No Splicing d any tea Tt sitW conductor shall Tufr. Spa +und.rda .haU he furnuhod and msuUed lot be permitted armless otherwise indicated on the plans. All ccordaace with the method.and m.u,ials noted in the wntnd conductor rum 0.11 be attached . appropriate Signal .nd the fo0owiris terminal boards with prevure type binding posts. The oozy 1. AU dimea+kn.W o1icnu6ons will but field vmfd by eaceptiow shall be he sphtd for detaewr loop at the nowred Ne Engineer prior w fabiution. junttio.boS to the Pop. Page SP-62 Rmsioa Date.October 15, 1991 J � a g40 illumination,Tulin Shod Systems,cod Electrical 6-20 Illumination.TnRn Signal Sptetm,a*0 Electrical i'• all _. The ugnal sundad componew WormliKstion 'Kill conf.-rim b dMu,,.List Plans 6-20.d Measaremenl 3. Decor"rel conneewre complete cosh pole and bratka obit 'Kill b ..ulld . any 'spin tWdlyd WIKn'h y. u lump tom to Kit Plant or m OK propoW Y suppnaing•lomuLaure Illuminati wrv,g.'Wlason system Wumman system al .t. signalsystem, em, W daauon t ayttan ,or aaRn signal wtuml rynmt_,w apcoifc 'Nil conform to dwils m the Plans for slap ba'c wu.g unit o(nKasurvmnr*will apply,but musurvnent wO1 b for Kid - sum tour of all Lana for a complar tysium to be fumisbd and L uuu0d. 4 � Conduct of list kind ad diameter'pwifKd to the Scbdule WA 5. All pole emrarKea tequued for po'e-rooua*d .4,al of Price,will be mKa'..d be dK Wur foot far tN aaYl nut heads, oabuuia, signs. pedrnrian push buoon One kngtiL in place units, dK wtduit u w.Idd in an 1 uaembliea, 1NO bur field dr W illumination ryMo a m, signal 'yawn, or mb type of tlt<triui etc., il . —' 6. Damage b Lhe galvuLirad pole Yrhu neauhmS from Oran lump sum bid item. Geld drttling'Isll b mpLuW with approvd r.c rich hleauuemDt for unit price'vet shall be ar described in pint. Sertioo 9-20.5 or Y dmAbd so the contract schedule of d• � 7. PKd w<Id.L 1 net be Wowed pram wd/or{pewl proeumm. I S. AL tmons'K O he factory ieulld g. All wrlduig'Nll b completed prior Lc Bal.ansin6 R-20.5 Payment 10. FoundaWn' 'burl b wnamcLd to pm.Ldc bt pole puymem will be made for each of the following bid items onwstion wLd.the plans Ns are uKludd u the proposal: 11. The pole uNO be plumbed •item signal head' art 1. "Numuution System_",lump man. 4u slld. 2. "TnRc Sig-al DwpMtaaLDs-A System_•• 12. TN'pace between die bow.base Chu and the cop of lump sum foundation Nall be fdld with grow, wth a 319 bch ; - plastic drain cob.. The lump sum contract price for "Illumination System 13 Anchor bobs tNll it, wwUw w Nat rvo full threads and 'T-.Tc Signal 8iapuy—aM-NO -1 Sysem named about the cop of the but phw. _-,.hall be full It. The sites] standard and m fabrkatium shut W ter hsmuhing all labor, materials, twit, ad rquipmrnt Deform s all 'pure Washington r Standard ri.sary for thr wemction of the complete electrical system, DDepartmentsof Tnmpona(ioo Signallplans sby mcdi.+ying tuning sysums.or both.asshown in she Purrs and Specifications and torten( pre-approed p here. specified ucld.g ceeaystion, bekfdkng. corerao NSDOT. (oumhmn', conduct. wiring. mmrmg hclbtiea duwyd or 15. Insulutimn of all outs and bolts thall be performed mrtugd during construction, salvaging causing material, and wisb props sired socket', ape* Dd or hot for mak.g W sequud uuu, All sudimo col materials ad labor, 'ertou hes. tlse of pipe wrencbes or .fiber cools m show„ ui the plane or ca0d for herein and which trc which um damage she galramisatio.of the anus and r q.uud to complete tbe electrical 'ytvm, shall Oct mcludd in links will as be permitted. Tech tNd be of is wfr k.( tin and strength to the lump rum contras price. achleee adequate torquing of the out(A. -- Signal sundsrds sh1L' not or ereacd on wO,. foundations until foun;latum Nvc set so least Is dry'and Nvc am.a u 90 per*es.of dtkn strength. �. i+list 8-20J135) Grout ,g� Grow 'hall con(ornt to tN requuemenu of Sccuon 503.3(36). Ally the pole is plumbed the space between the conereY fouml tw. aed the bottom of d ase e pole b plate ^''I shall be filled wltb a dry pad mortar grout bowled to a All costs for instilling condwt wmainitt bmh sigtu1 and smomb punish tmoformlng b the cmmlour of the pole bare LOumuLsuon wiring'KiO b uKludd b the con.sa prices for Lhc plate. Dry pack mortar grout{hall comet of a 10 mka/ure of Y.wm portland c.mcmt and rune sod wills jot enough water w that / coma fur usulung )unction bvae corsinutg both the mature will stick together oe bring moWd Low a hall by dlumuauon and tipal wvmg shall be included m Lbe contra hand and will not etude moisture when so pressed. A out prKY for tit'ugml system half wrb draw bole'bur be left u the bottom of the grout The sank prim for the Yee' listed below Asti be full pad Y ebowm eau the standard dread enmpensatiov for turnubing and installing each van and r v all labor, mewuh, bob, N.ipment and tinting mecm's0 Page-SPt3 Revaioe Date. Ouwben 15, 1991 L R-20 IUumiaatioo,TnRc S,gml Sptem,and Elettrkat 8-20 IUumuatioa,TraRc S"gent S7skms,and Ekdreal aodlor iocidmul for the full and complete iasWlatino as per 15. Slgoal had......,'pa wit. , ate cam . 'I..,d_j sbeees and these sprdicluom. 16..._....S,.I bed mounting hardw.rr,'per Iwmp J. 'Treaab...d Ise YfsU.........wide by.........'deep, wen. ' per Hour foal. The lump sum price for i16)'__S,gnal bass mounWg The une enmVart price for(3)'Treach and Bsckfll'per loa d.wri lhafi be full muds—Laws far lupplyimg and Goer foal shall be full cnm;�960n for excavating,loading, incatiiag all VAR. a pedestrian signal had ...L n hauling and otherwise dupmug „f u, waste matcub, for hardware in a.orormssce web the plans, specifications sod backfdfimg aad computing torkfdl material W specified dWil sbeets. density and for the ratontion of the ueach suits Preautmg 17.'Pok mooted terminal boa....'a...'a...',and condition 0r as It.. an the pLaas or as directed by she mounting hardware;pas ach. Engineer all is acmrilarc-wkh the PLa u,spalfcatloas aad IS''Lc shld bop,rears cabk.'per Ilnmr foot- dd.0 sbects. 19,')IC shld preen Mao table.-pre Liao,fwt 6. vS.kvt Trench Bukfdl;pes taus,(el'Sdret Trench 20.'...pair>bid io.,amaeII cabk,1 per limmr foot- Backfdl'shall coaxial of 51'axiom crmbed surfacing .11.'TraRc signal coouOUes aad cabal-t y-inch. top one.ad the Oak per inn price shall include all 2.2.'Tr frK signal wiM'lsa lump' ,.Its ssaoculed wild furolstimg and uata Ulog the 2.3.'Sgnal standard.Type..., t �+ material and loading,blaring aad dkpmlag of waste per ark. mauruls. 24.'loduction soup,tbi k n v' , Lice-C•4L 5. .........Foundatloo. per n:h v The ant Boar fait a.U, tree ual-ladwsla s 6. 'Type....2utirooa Wx;per rich.' loop,elikle det.ctar'shall be m..,snl ! %,Ga.a, two 'lice me pa inch price for (5)"F...danao" and full depth mweut r,u4d for - t,uJoult The ask ' (6)'Suactioo Boa' sball be, full compensation for full and shall be full comfermatios for luu Add N. 0lee m,lalls, complete instaWtios pa of photo, specircations sod detail including win, sealant nod all eel 6hn., .tar66. t. a shots including ucbsing eacb item is a fmubd concrete tad equipment required ta ton.pt•1e Ib.' oaa,U,•0e r pad wbkb shall be incidemW uoleas a separate pay item m sr...dance with the pLaas, specst..InW and do8 sales. included in the Schedule of Pekes for-Co...car Pad.' The unit price shall slxo include pn,fUmg ad -::.rl.''':t 1 7. 'Concrete Pad;per square y.rd. conduit stubauts and soldered splices•svia m u V us disem hlasurement for (7)"Cmuctc Pad' shall be by the cables Unless separate pay Gems are Includen s.• ,.I'tt square yard of surface arm Initialed iodusi,e of sad not schedule of prices far these older items. Sawcutting sbsU be subVactiog for the aria of the junction box or foundation romiderrd tnddenul to the bop imullatins whtther or not enclosed and sball be full cimpea+atioo for full aad complete there is a separate pay keen in the contract for tawcultiag. iasUllatioa U per the plans,tpecifc 600 and detail sheets. Measurement for a standard 6'a 6'imductioa bop sbill be 28 9. ......Schedule 60 Caodud,P\'C.'per linear lions,fed Sawcumiag for b,p 'Home rum' shall be door f.L' such as u inuicitze the total Ii ear feel of s.wcuttlng 9. .'Schedule 90 conduct,P.6'.C..'per linear required by means or proper bating of bop return 'Stub- f.L' out',b ro y claret uting of'bome runs sod by mmblo6g ep v The unit roetratt price for conduit sh.0 include all m d pales of knp wires in.single'home run'saKUL y.rup cuoduk, ccupUogs, .dapten. elhoex, beads, reducem, bell and "Nome Rua' Layout shall be approved by the Engineer rods,bmbings,.ad any other material. Labor or roulpment before+.wc.VuW Uka place oneseary m CamplM the i sWlmiom of the cxudaaL u.........Splice k2,'per ucb. Measurement shall be by Gmear foal from end of conduit to 26.'Emergency Vehkk preemption detetmr;per cacti. cad of conduct as measured from the cop of grade along the 27.'Optkom dlscrimmaw,.,d'per inch. middle of the treach Lime sod adding a,,rtkal measurement 28.'Ilrf¢ur amphfiee.-per ach. at the ran of ach x mduk run equal to the design deptb of 29.'SVetl fight fall kit...per each the trench. W payment shall be made for additional coodut 50.'PedatrLa.polls ba wit ttars h sign,'per o<b. used by the cootnLwr due to horhmm.)or vertical we.,iog 31.'Pedavi.o push butma post,'per"ch. of the eooduic wuhta the Veatch lice. 32.'Pdatrian ignal peak.Type 1,to far.'per acb. 10.'Strrea Light Standard ........per,acb. 35.'Relocate existing.......IWe.,per ach. 11........w.tt-..t,.mioain and lamp.'per each. The Lane per each price for 'reso¢te existing ....Pok' 12.'.....:wsth Ao.wake aad Lamp wild phomceL;per, sb.fi be full compeas.tsoo for remosog the Pule from hs .ch. muting foundation, removing mod salvaging or re=costs Uiog 13........AWG....copper`^re;per Local foot outing Muipmut,plug,;hob as required .red iolta::'ag 17.'Service cab6a,'per"Ch. ate peak eau its new fit..d.d., end shall include all U-- The ink per mcb prke for(le)'Sarvkc cabinet'sh.0 be m,ts. mssmUh, equipment read any 011ie cosy omn.:117 full compensation for fnrnkb6g sad installing the eabiaet aodlor incidental m complete she installation sod make the sad for rue., .uodofrs and any other materials, labor or eleetrlcal equipment operstiooal all in scrorda0ce with the costs associated with providing electrical service as required puns,spwx fntiom and drtaU sheees. by Or elrauk.l unity, the eomncl plans, deuih and 36.'Remo,<muting...._.F...datbo,'per each. spmdcations aad not wduded as separate ply items in the ...Vact xbeduk of prices. Page SP-6a Revuioa Data:(ktober 15. 1991 i J zw. . . . g32 1'.remmt Marking 9-21 Pre—sirel Sig"'It ' The uo]Per each pr're for"Remore ezutiag fouod.tioo' Edge SO* abau be full mmpes¢+tiuo for lust and eompkle rtmoral and A SOLID We.a b,cbos used on M d,cs of tht\i b+uling+od dopoul of We f000datns. traveled wy. Edge strip".lust be WHrM seep tMt on ro1..), wrath one way travel, the kM1 edge ,tripe in she CCesuon of te,vrl.h.B be YELLOW. -7 8-21 Permanent Signing L,,,AEsclest,„vrip, A BROKEN LINE, a inch" w u.d to guide �. vehicioi through•n mterch+ngc"intersocuon.The broke 6-21.3 Construction Require,neru pies, will be bssod In s 4frot psoun nin+uting of s 2.fn,Irt :rid.a-fooi gap.Dood estwnn stripe.Mu he 1 6-21.3(4) Sign Remoral the s.mc mbr u Nc hoc k u cremding. W'ben show,in the Plans or ardcrd by the Engineer,the 6e.ebtr�KAppmaeh Stripe g nag A SOLID WHITE Lnc,I inchra wde.wcd+t-bswv enstin signs •rid, if w indlutd. the ugn .w�:�m. ah.0 be in debonair remowod by the Contractor. WTsn iMiutW. M Con-Ml t„m 7coes Gem Nrough lane. for ;nRK uWds. and for .hau remove con,:. pdut6 to s minimum of 12 inches hash marks. bslow finshd grid.cad b.ckfdl the hole to the csu.hnten of � _ in, Engv,tir. W'hcn the existing sign poll islocated whin a .idrnlk.— the C ..eU,dell rsmovc th,pat and finish Nc lane Stripe 're"ao u in make the sierwlk continuous Wood signs,wood A BROKEN Wlin-E boo, a inch" wide, cared to I sign pose,snd wood urur:'ei shut boon.the prop.ny of the d.bnute ad,..t Wes tnvclbog in the .dire,,Uon The Meal si . sal broken or-skip"poem Ina be hued on.-.Firot24rod Cu 1i.r.d-tNtM'P^"ed..-`-dw&,H�e+e 3 ge 'in unit cun.uting of•iYl st p-foot bee and s-SFkm 15-feot „go post and cowl .wcwnl mcmbcn -hill rcmnn the gap_ pmpe,y of the Sule.M sbau be stnckpud,u specified by tht Engineer, .t the lo"uon designated in the Spec'nl Provision.. Drop liisit Stripe Te Contra-tor shall d,w..bh .0 sign, and remove de A BROKEN WHITE line, 9 inch" vnde, wd b windbums.The signs sh.0 be du...cmbld in uch.manner a dcboue . lane Wt ends ' in IF The broken or to 1"ve than in a nuubk condmon. WTen ordcrd by the . Lp.p.ocm.hW be bud on.15-foot vent wmuung of Engineer, the sigu .rid wind'xam. .h.0 be bundld and is 3 foo,line aM a 11 foot gip. -. - stripped in p•lku so Hey can be hudkd by.fnhM. N.41 -bariPt A in, a 8-22 Pavement Marking W'i..w�aw 8.22.1 Description Thu work ,h.0 consist of f souhtng and inst.Wng Re.er,iMtiree-S.tipe p.v.ment makings upon o.ro.dw',y...f.0 in..,din.with �}'EygAlkiwc+..k-s+.tM+^'^da tic I'kn.. Stndud Pl.ns. .nd these Specilluwos.a I tbn. Myreyk �+r=+YiP'7•an^t .haw,in C1e Com su or u directed by the Engincor. al.-B-,.r Rvement marking,.ri dcfumd u felbw. u. _4 .S.{.. Skip Crow Stripe T.Way 1 s Stripe A BROKEN YELLOW line.indwa wide.The broken A SOLE- 1 '-LOW bins. 4 inches wide, wN o, skip"proem.Itu be bud on s.aFfas 24400l it BROKEN YELLOW line, a in.h" wde, .epantd by ,.voting of.iFfeet 9 root loll,aM a444.a.15-foof g.p mina,.p.".The broken or ".kip" pso.m sh.0 be b•.ed Skip cent,.tape Is r,d u center Ln.&Lorsuon on two on. 9 , 24fuot.1 eon.u'.ing of- I" Is t o-root line knc or thsz tut,two way bighwy.. cad.4" ' IS-foes,apse The wbd line alsall b.insulld II. ubk Yelbw Crew Stripe to the right of the broken We cat the dir<ctwn of travel Two SOLID YELLOW lion, rank a inehn wide. Barrier Stripe .egntd by s 4it,0 -r-12 1 .pu Daubk yellow A SOLID YELLOW We, 19 inch"wde wM..s-ro.aa timer u,pe a usd"cis+car boc dellncauon on multusnt. .yawwrwYrfaMnss. Iwv way highwy.and for channclvatnn. Crosswalk Stripe _ A SOLID W HrrE line,+]g'mchu ,ride sod 10.reet b, wuud pariuel to +anther cro,mlk nrpe-w.tM-e Ppgs-SP-w Revision Date.October IS, I"I l� t E I 8.22 Pse�- cnt SUrklug 842 P.eemmt Starking ,.. f i sae °Pvw'^� aw cult vary, from Nu widNa all." to 11,e Canuae by r... Ges"snw..d parallel to the duatiuo of wafts,Bow sod mom Jun plc.or soul a mchn. ceoiared io pain no lax Bum and Use caoty of Isoaa. Film Thickatss. A Mat thick. Wkvc iwt See detail slue.. caceW.ng 10 percent wil be a1kwM for Meknes.or yu,W Stop Bar to pin,.pprc.rion. A SOLID KTffTE Wu.- 12, IB or 24 mcbea wtd' B 22.1(7 Instalulion Inslrwc1io113 ark..asnoted aNa tea n us be f nusa play Tn Rrc Arrow I..L.16Wn utetructiom for PWtk marling. aluu be pmvidW boll the bo the Corms,,or snd the PngWase,All masou, A KT{fTE marking wnformmg to deaib to Uc Con nu .raw be insWlyd .ao M.8 to t m Um anh uctu„,', rccommrnduio Tr.fr.LekeLegend M.1 Missismilly,�.rdw A WHrrE mulwg I , pekyutiese AaaA. ii iAayµ'4is , r, w Where shown on the play or directed by Ne EAginear, ' uiusg .Iph.baeial the Co.w.clor shall remove all .', or oWnicLio, swipes, its„ hots, bunny, or .,km m requ4ed w mmpkit we �y chaoncBratioo of the rM,es as shown oo the plan or detai sheets. Tbu work .ball tr muidoed iuciduul to tuber MgASer contract Plans.od dMil.bete coutrsn pay it. and oo furtber a,mpeyatkn ab.0 be made uoky . separat, pay bum or acme .r, provided fur Haodiupped Parking SUB Symbol suet,remo,.L A WHITE nuking wnformtog to demda m Nr Contract. 8-2-1.4 Sleasumnmt PrefaealUl ley Symbol Skip enter .trip, skip canter hap wiN net-pas nn1<, A WHITE rn.rkmg conforming to dct, s m Ole double yellow caner.ripe,edge stripe.dots d utension strap, Contra'[. tare neap, drop lane $trip, doubk m*Pas. "ripe, rs"rsibk Raiload Crossiog Symbol taut.trip,snd two wy I'll lute stripe weal be measured by the Wur foot av "Pour Stripe" or 'Plastic Strip." The A WHITE marking conforming W detau. la t e mumrcmcnt will be based on the tnvcl d'uuooe required of a Contract. The leper included in the railroad cronmg marking ,ysttm capable of .W.Muscov. .pptia.tioo of Ouse symbol $hall conform to the FHWA pubnuuou Standard flinch Lea wtN two&inch spec. No drduction win be male Alphabet for Ilighwsy Sig.. and Patemcn. Mwkmg, for for unp.vnW.rta when the marking IW..skip We such as, propruon. .kip canter strip, .k,r 'enter "rip, wN no-pas. stripe, laic Cyelt-petueNeSymyal suipc, mrnibk lane stripe, or two uay kR taro stripe. No Is _ .ddiuon ww be albwed whm mort Nun one Wr.can be m.uBW on a ekgk Pas, such as .kip it,.tripe wish no-pa.. "ripe. dnubla yellow center stripe, double rto-pas, in,, rcvsabk DnUage Ma.-k Ug brae swipe,or t ,Iay k8 tam stripe. A MUM ryrking corulaWg of a {inch by 12-kcb G.Approaeh stripe.buries"rape, cronwalk strip,and _ strip of plait pavement narking material placed a the stop bet well be mea.uled by Na Itoear fout e1 much making Well of a cmtstulvcn, I foot outside Ole p.vemam Wge type stripe, -0 the 12-inch Length parallel to Ne iongi,.d6W Tralic arrow win be measured by the tank wiN ea:h arrow aais of the pip head dcfued u a rout. 8-22.3 Construction Requirnnmts anal'• T.M, I.aerskguds, hardicarT d p...k g sun symbol,. preferet"ul lase rymbok. railroad cm".g "rebola, d"W"m 8-22.315) Toler'm1t'a for Line Stripes marking., and cycle dascsor symbob .ill be mea,urcil by Ole rU. Allaw.bk toktsncn for he to are u follow. Memuremmt for paUUPWcic stripe Bae remeeet shall Le4-4 of Stripe: The r&q, di.W p trl, uha error be by the Wear fool of•.....wide Liam or$hall be included U wiNrt a--sorest 24faol IcngN of skip strip shah not caecW pall or mmu 1 tech the lump sum price for-remove eaktiog waRc markings.- Width of Swipe: The meidN of.uip shaU ram v.ry 8-22.5 Psyrnent mort than ply ar minus 114 tech. Lane K'idtb: The Uri widN,u,hick u defaW.s Ne Paymcnl vin be made for each of Out folkwing bid item, lateral wWN I.,m Ore e'-a of pvemcot W um'enur,of the that arc u<IcdW u,Na propW: lane bra. or between '. cent-- f......C lana lino, 1 Pauli Strip per Wur foot. "Plasuc Strap',Per Wur I.,. ." ge-SP-66 Rwisioo Dam: October 15, 1991 J J '9 r Y .P I 942 !@ominous FLterlaU 9^2 BAYmimsu FLsn la4 71 y. "Paroled ;-mAppnacb&N- Par IWwr font i a- "plas k 5 "Painted Boman s-Pe",Par lines,foot 9_02 Biturninous Materials 6. "Plash Baeie-SL.i(.',Par linear bat. 7. "P.irand Crosswalk Salpe" per Unrar foot. g. "PkAic Cmaenik SWyc per lines fact. 9. "pismad Stop Ras".per in.bra. 9-02.1 AspluJt Material,Gasertd 10 "Plastic Stop Bar".Pen lines,fvoi 1 .. A 11. "Paroled Tra Rw Anow par each, 942.1(6) 'heed Loop Sealant 12. "Plastic TraRw Arrow',per esrh. Uuksa sPrurad otherwife is she contract or permitted by IJ. Peoltcd TnRc 6~Ugead",Par arch. the Engine upon sequerl from the contractor,bop sealant la. "PWUe Tm fu bret.egmd".per sich. shall be bot-auk, ruhr'erived asphalt snlaot (Crafm Loop 15. -Rinsed HaAdiupped Parking Still Symbol",per Deec'.mr Snla.s or approved equall, shall meet the each prostration, flow and rmilmo r spoufeasioat or ASTM 16. "Paroled Prefcrtmial 4ew Syn,wl Type_',m D3407 and shall r i",stird with an,apprv•ed oppbutor is each coo(orwoce wU' ....raeturerY rer.mmmdatiou. 17. "Plamc PrcRmntnl Lsar SymFsi Typc per The comraeor s"U request and oW in approval from esch. the Engineer for the lope of bop sealant to be used before 18. "PsintW Radmo d Cmuing 5ymbol".per each installing dercbr loops aad shall submit ma..facmrer 19 "p a uc Railroad Cmisrng Symbal'.per each cuubeees or other data if re iuerted by the 1,sgmeer in order W = ' f no enable the Engineer so derrmioe We acceptability of the w 21. "Plastic Drainage Malkog.per each snlaoL All bop s• at."U only be iastall^2 In thoroughly 22.'Re oo,e Pilot Line......wide:per linear foot' Jeso and dr.pavement aad shall h,apple,t in mofon.ence 23.'R,m,ec Plastic Line......'W.1t,per Uoesr fool' with she mete„ds real as to tao wratu re *ad anus of 24.'Remo,e exutiog traffic markings,'pe lump sum.• application mrb as m compkiely rdl th< aswt 1 area. •The Hour toot contract price for 21. 'Remote Psi., e«apsula,r she loop wke and sdbere to the patemnL Lini and 22. 'Remote Plastic Line' and the lump sum nnuact price for 23. 'Remove miudnt usfrt markin s 9-02.2 Sampling aed�•eeepbnee sh.0 be full comprasati.n far removal of avusing vafrt marking,as per the plans,specir"Li.m aad de all tbeer,. If TUr upbah vrpp6o shall sac �<each load or other Y these pay rums do am appear in the coozrau schedule of that W sbipprd I,,, use on work w r the jurisGc .of the prices,Wen she removal of old or conflicting traffic markings Depamm.t of T,.mmrLtbd. Tht sample ,hall mnfst of required b compete the eb...rLustion of the project as nor Quart(two o, more quarts for emdhified•spha'7.men shown on the plans or detail shela shall be comider.d directly from the material durl.g or after badisg, proprri, incideol; u othv Menu in the contract aad on, further boded,and reLio•d for a miarmum of s'm months, R'brn mmprm ,on,shall be mad,. requested by the Eutinaer, any or all of these samples shsU 71e u.i, co.trsct p,ce for the ab•r Listed bid 'Yeas be promptly shipped b the hLteruls l-boratort,P.O. Boa shall be f.0 pay fcr furnuurnt au lahoq inch,material,and 167,Olympia,Washbgbe"504,or 1655 So. Stood Ave., equipment necessary for the completion of the work o Usawstar,N asbmglo.99502. spaciM1ed. 'SeoY The uni,contract prices for the shove Weed bid items shall a►ippe6 fov--act--ea-+•w he Nu py for bmvhbg all labor, tooh, material, and rq.ipmem necessary for the completion of the work as sPacV6d. 11s'7e6d+Iln We"Ay get ' Yabara Isry.-0.9. Raa-di7t1>�@+rM�bb6w � Division 9 401" Meal quart simple saw shall be cylindr'aal or Materials rectangular in tbape with a 1 JIg inch hntr and a strew up. Csu wish ama4v bole, friction, wp ;•in nos, and glue jam will net be secrepud. Clean polydhykne or simuar plastic nonroctive coou.ec,will be re7ulyd for em.kaifiad aspha t _. Itlntiftauoo libels tF'orm J50g7x1 br the asp6ap ca.will be supplied by the Departmn,of T Importation. Page-SP-67 Rrvimon Data'. O.tc`" 15, 1991 L- L- IIIIYIIIII 9A7 Aggrgata 9-05 AnreiNn ---_—. For arpla4 contras Cl,,. A. B. E, F. and G producad r usNg recrckd arpha4 ma—% and Pkcorl N area otber than tie wurv.g coarac of the traveled lane. tit gndlU0n for tM ,y 9-03 A99 di ales L'.5.NO.:o,a m.d u foul—: v Moa ainlin, hr 9-03.9 Aggregate$io. Asphalt Conaele u.s.No.100 I OS 9-03.8(3)C Gradation—Rtxrded AsVha11 Pa•mnmt so}co}artrrl.+.W.unrl qo; 61}.104 0.x.cM!MturiJ Nd M1MIfl Aggftglle Asps mncrat pl nga or old asPnah comr�utilizes'b{ For the dooneOivatiao of a prolal Aft pnigo, Ne UK production of:gU oor.'r r.Mu bt sued P^or'a mortis Coouacw, tball tubmi b sbe Eogiow'f repmenuUre, Ube miaer w Nat t u011or. and Nemug6ly mud a+PMh sampkt of thr v"w anregata b be we $bag weh Ga ,On eoa u Prad.tced in the mi+a.If NCn u evdtaax of the"d g,.d,tio. data rbawing stock Pik aeeraga and tariatioo of .+ph.h cooe.ac not bnalong do— duM& J hraung and the agg,egW produce ab,.g wilh Propwrd mmbmmg"" muing CI the lsphah Moen— tic enguscer mry Clea to mddy toe ..rate gradation of the Completed "" The iait'ul the manmum +Ve r',mring he mucr. N m o conumnion by dclaerous maurirU vyl be'bawd m the mJ uphrh concrete opha}tomral tatV a d6doel- d b7(be Eogioea from the , aggr4ata and dab Dro•ide. urd 7hr gmdruon fur CO.neu'rggKha'.r u+d m Nt Pmducuon 443 of Ne sph%h wnM,oe sMll be mr ngomlbyry of NC _ Contractor, and -ben combu,d wN recycle maurul, tie aewlsr combine materul rW met Unc graduton sprcihutmN , rcgow,nrnu tie -c fid fora e tP Clara ACF a "'Od Secoon 9.07.g(6) a.&-,-oa.NHA or as the m Ne Speeul ...... pr......na. The new 199119ab .Mu ram tit Sancti requvem<nu liatd N Saeuan9-07.flq and ah.0 met tie j appr,mle incwre and wad equivalent requieamanu u li+ud in I Swoon 9-0J •z 9-03.8(6) Proporliom of 8iateri3l5 ph The maeriak of wbch nphah concrete a compose 'MU oe of .uth .Lacs, gradm9t, and qu.nutiea ;ha, when p,ponioncd and mud togethm they wlu Pr.ducs a well gndd nu wrc whin the mgou} w bud N Use table which lolbw. apaa.r{ar+fYw-Gagwe.r. The percenugu of aggnpu nkn to camplad dry mu. ad includes mineral idler when cod. GradiV RwFs.n [ley■ Cby 0 Clay E Clav F C1au G min+-��eewts. I...Set I..h+.i g .a 1111'qwm — — 100 I'W. — — 9P100 — — 311'ywn 100 — — too — sm.apt 100 — 67J6 — — ItYpwra go.100 go-too 10040 d 100 too 119'.}wta 75.90 IS-" 97-IM — 97.100 +: I14'Y•ae, 55-75 — t0_61 45-71 "S V.S.Ito.1 50.50 �,��vaFi.-i.mwngy}g(4fW U.S. 1 M .1 — 5.15 — — — � M U.S.Mo.10 1a —1 13a0 1P A-S$ yw,•}yrawg.66i1.-0aaign Ua.No.10 1-14 .0 @A — 1111 0.f.No.100 1 7 1.PS.0 109 0 2.010 0 P7.0 { r 7elaranann—Mw�^� Page-SP-68 Revinoo Date:October 15. 1991 I t J ., 9D/ Joint and Crack Scalint Mateziah _ 9.05 Draiw{t WV urea,Calevt,,and Cooduilt f Ns{rY�yrw"r^r�-M�iMF-�.ar i I l � (rw.F ,p..ifirlwr 9-04 Joint and Crack Sealing MMaterials Aan..z..,....aew.-w�.. :-.s- on ..ra.t. 9.04.1 9.04.10 Creek Sealing—Rubberized Asphalt Rubberved .rpiuh for cock scaling uphak concrae pavement .ball wnfonn w AASHTO M 173(ASTM D 1190) -" 3 DAR F 1. 3.9 AgNt uW love aCOC Flash Point (AASHTO Tag) of 40DF !a. minimum. M.SHTO M 173 tASTM D 1190) a rn difwd w (te'9- Weetwuen &Irtc me Bo1W Tnl rcquucmcm.AASHTO T"a mad 5cd w e rtquoc urchd t&ku.,at Ubl rubbcrircd uphah Wimple dunng =-mg w prcvwt wul ovcrhuw.g_ FM 5c5-161 3:) b Telwan.sr km . ` j k Q 9-05 Drainage Structures, k Averts, .g a. and Conduit, .ad: t 0.�rwrt- P 9-05.4 Steel Culten Pipe and Pipe AreL Sled culvert pips a pipe arch shall rota Nc rtg.aemenu of AASHTO 36,Type 1 d Typc B.Walb m d su aluminum J i0.in+-tnF�6e... I F 6 as aw h an cooed (alumwud) mrru'tW ttotl pip. � p:pe srch with mnallired oouing applied wbr and oa follo.g r lithos a 0.6pwnw-(tr-W. rx.2 r-prtwg-Y✓J. .capable and rMP be asphalt Ulatmmt maWd. .R 0. 9-05.9 Sted Spiro]Rib Storm Sews Pipe 6 69 a1.41.41 k �+rto 1 k The nunuaauru of spaal m uorm ,e+cr pipe ha lumuh de Engineer a Manufsaun,'I CeniLcue of Complmcc ka„dt,r, rating thu the auwria6 (umahed comply in W rupcut wth these Spzi6utiom. 'ria Engineer may require additional informu.on o, least to be performed by the Uousewr m no r rxnrc w tbt Stec. Udn,o,hrrvae ryxiled.sp'ual nb warm.n er pipr.lull be fu.hed with pipe erua cW perpendicular,w the lunpwdwl axe of thc pipe. Pipe end,shall be CM wr,4- Spiral rib pipe .lull be wbriuwd tithe,by wing•wMinuou helical tort aum or a wnwuout beliul.tided.um panllelmg the rib k Page-SP-69 Revinoo Due. October 15, 1991 i `_ JI I I J v i - --I i Cul,-u.and Gnduin 9-05 (Irau.gr Structure Cv:•eru,stid i;ooduiu 945 Ora,-.see Soi+ctu� _ -0 a� 9-05.12(I) P\'C Scwv Pipe P�b„Iieiirrs,a..aia,ee.a.� �vv1f1' sod fnmea shiu be �Ma1-wA+a«Pf+•8+!^N' I. C-PEP - JmootL interior pipe ruouf.murd fro" hibb densay polyehyime Talc is at Fw-r1..4rMieee. wbi[L shau —A or eacecd the reyu'u®erica W Type te-Msr.wasr,wsm++Kase.ar-9.ofs i�.a6'9O6' 1' 111,GteeorJ 1 ar 5, Gnde P55 a PJ+, CUM C p- Sled spiel rib+urn serer pip,shiu b maoufarlurd ASIh71)11". Is addanu,the pipe shau comply seiW all of metallic matd(.luminised or goh•oulud)mr-Vte"stal io,o igl and stifod regO,,mw,of A.ASHTO M29e. god inspected in roaftirm.ace with Section"SA, The site. roalug, .it mewl shau be Its showy W the Puns us ise the 7-05.14 ALBS Curnptssite Sewe'_pe For spit.rib turm serer pipe, helical.-ib,shall proj•n outwardly from the s_,v.Lj Pipe wall .it shag be fabricated yarr from a singw• thief J .f faro-IaL The rib. shall be syg_wr�..a.- ' muntlauy renuagub and+ball be IA iarb plm two time A^fii+sa i.tinaa, a _, the wail tbkkaea 12t) Piro or mum IB ucb (meuurd mw- a�pipa � outride v outride) so u d a mWlmm of 0.95 joists high Imesurd u th.minimum v,,s.il d'suoce froru the outride of pipe wall Immdiadl adycrot u We lockstam or stiffeor F ,g�.-re.apar so the sop surface of rib). lie maximum spacio8 of the ribs sba0 is,11.75 inch"enter w enter Imassurd mrmal w the di,,rtioo of We rib). The e.dim of broil or tht metal at the rr.Msrbjras-e. Col.,of the ribs sbau be. mWanum of"u.10 v.ch rod a maim um of 0.17 Inch. if the slice b",,. adl.crot ribs _ sloe .,I coouu a Iocks"m, a stifro- sb.0 be included midway between .lbs,bnu8• aomud radius of 0.15 inab r• Ner6, sod.minimum height of 031 inch tow.rd the outride of we ABS Gmposile pip,shall rot be trail. pipe. Pipe shag is, f.b,..d ..ice rod: teat ca. be R,cu•ely jointed with mophig bands. 9-05.17 Alurninrtrn Spiral Rio Swt7o Sew,+Pip' %%bees required,spiral rib cr narrow p,lcb spinal rib Pipe scsu be bitu-lino" trc•.td or pared. The bitumuow .H+,ww.a.-�P+al'—m'^w-"'e'en°'-- _ urame.t for +Den rib PVs shill coororm w tfe F �� requiremrou of Sest""9-05.4(3)and 9-05.4(4) rw-'^"'"ras9e'r°1""Is 'eAe mot" Fcr arrow pimb.,i:d rib sewen pipe,the helical rile. shau projent omw.,dly f• eo the smootb pipe w.0 and:WA -i.e-,e.adsruseee- be fabricald fro, a single thlckoas of material. Ire ribs shau be .SS Web t 1/b inch wide (mewrrd outride tolk ........ nMr.n suuidel and.mWimum cal .4375 Wch high(meaurd as.be r7et�°e minimum rertiW disume of ribs shill be 4.80 loch"lroten tea`"• w cooler Imeisurd aorm.l to the dircctioa of the rib). The radio of bend of the coda:at the 1.1-M of the rib shau be a � rips AV 0.06.3 inch with w.Ibwabe:ulenaae a of—10 parrot- .ti 9-05.9(1) Continsmta lode Sean P* tr.Paa+-ice-..d......u,a..rnuw Pip"tab:,oW wvh mglins,nm her"sere Par*"to •ib mq be and for ruin e:rck PiPe The$ock iem shgu �+tree.s.r• rid W the that b'ewena rib nod shill boform to a. g:a:a.le.ri6.b 50:,..,.n 7.5.1 t',rough 7.SJ of wA-%HTO M 56. .eassr. for Bartow' p'ach spiral rib fur m sew- p,Pe, the up l w+itt'Pair"io Sensitize 7J.1 sb.0 be Ila inch. Pipe++.LL LbrwauF"`slwe"de''es"r'�' "� For we in.ppli.Ljom witb.t b'r,mWow trelmrot,the jeiwww•+sb.,.a9ii+R'•+^a' Co.i.uom bdsem must be qu.lifid by�,,u rooductd by the Bradgoarters PAIWI-a"bocaury. Page-SP 70 Revision Dam'.Ocwber 15, 19., I— J r i � 046 Svnctunl Sled and Related Afawia4 9-0b $IrurtunI Strd.red RelatedSAW ALlaub wuwslarepiealwb4Rreh' "^e I t. 9-06 Strudu-al Steel and Related Aluminum spiral rib storm sera pier stall be �latorl'a)5 m..ufactured of mrrugalyd .lumioum Sod inspected b m.furmSncr watt, Section 945.5. Tee sire, mating. Sod metal shall be m bowe in she plans m to the aperifraCnm. . The twoufumrer of sp'uil rib storm serer pipe sha_ 9-06.S Balls threat,m she Engineer a ceter"r of mnp0+ace stating that ,be n.Wish furnished --ply to W respects wkb these Specirulinns. The FngL.ser may reqube sddidioaxt 9.06.5(4) Anchor Balls tractor at nc she Coo toforovllao or tau m be perfnrmM by M<hor Wu ahal:rtva the rtquuemmu of ASTM A 449 eepr .the.$.ate' Cislvu,vd anchor Sella Shall a --ad for enAnnitra., 0.e' U.'w otherwse apmUW. spiral rib sW m sewer p'pr gslvaor .sh a.,dan. with ASTM F 606 a.cunn 7 &Ju ,haft be fu..abed wish pipe ends cos perprndlcuur In hr -ah so unthreaded length of fi, tuna the nnmwl dumcur l.Mitudinal Saa of she pipe. f5pr mi.shall be cut remly. •hall also be lesson embrot anent in aceorelaom wish ASTM Spiral -it, pipe •hall be febri.W by using a monnuow A:63. ''cal lock sum with a wen gasket Nuts for anchor hole shall wnform toAASHTO M For spivs:rib s•orm sewn pipe,he"ribs shell p'ojmt 2>I Onde DH. Wuhen for anchor hole •tuft meet the outwardl7 from the tmsh pipe waft So, shaft be fSbrkaud nquircrrsa'ts of AASHTO M 393. from S single thkk.m of mrrrW. The rib shaft be Sla inch .D. s sti bopll be,usta ma d by she nu6m ort N--rda— wide by 314 inch deep wish a mew"I spacing of 7-it7.tncta wN she requirtmmu of she ASTM A U9 specJuuons Sod u cmkr ro center. pipe shall be fabricated with ends here"a a Ilia t A e Neu SpmJaations Belert NauIWC Sny holu N Nc br eiFar" jointed with .l rib hands. nrucmrt, the Canhosc O, .,SU auhma m the EnStae.r far For jw.ow parh apfro rib ammo smooth Pi pipe,hdkal ribs sbr7 projM.uulwtrdy from:hr smmsh pipe wall sod aeaft sa ra,lSm%o S 1 %6.3.mfor U Csazha, al s. a.u, an u de mad m Sect11 to i6J, for the en:hor bolo. nuts, and wuhae. be fahrirateG from a aing:e hkkoas of mslukl. The rib' A ravel m euull 1M. Mira ,vt0 he Crvm by 'M EnpLxer in shall be 0,375 inch + 1:g Loch widr imeasured onside so woo g . ouuidr)sod S minimum+p$<ing If ribs shaft ha 6.{P Loch" anchor bolo, nu^, wash— rod ..bar pL n for eater ta cater (mea•vm harmer'. m she direction of the All al pots fora•light poky,scram Wks or oshr ''.pa If ribs). The radio of t od of the ha dSl at ts'e mom of the ' shall mesa tit n amended +perif'catbns.f she pule rib+hall be 0.0(L25 lac. wish so alb nbk m'erance of±10 manufalurer. Tbt Coov.emr shaft be rapoasible for —1 pMmL roetd' W she L-9-W soy Sod Su data macen"t For wide pitch spiral rib storm ss.er pipe, helical ribs fabrication,sey gth tat raulu,mill certireativa,od other ah,0 projW outw.rdly room the smooth pipe wall and shall data required to Marv- I'At the Aoebor hots men Nose It fabricated from a single Nicknes of roatcrlaL The ribs speurunrm shall be 314 inch a Ire Loch wide (measured outside m The tali wing standard specifrations lb-11 spp11 m outside)and a minimum of 0,95 into high (measured u he •oche boys for ntrrn Light,signal and•vain poles pm,ided minimum•W-kal distance from he outside>1 pope waft to top has the Convector IS. u-bmd docummlatgo tnm .be surface of he rib). Ile maximum .)abate of rihs+ball be m.ohf.cturw SRvmb{ that ..bar bolo tamusig these 11.75 Loch" epw,r an (measured .0, nd In Lt. specilaalLom Sri rem-mmde0 for the pole m be installed d'vectbo of she ribs). The radius of bead of she moat a she hereto. -rem of she rib, shall be 0.0625 loch v Allowable- .. ,ry ssaadSra uamr hoe for Sh mwllm area: li{m ogles J mknhee or+ 10 or remL chap be a,e,M'r Inagua Sad der{mart rbe rpu•mmu I ,LSf'.l A M or A!Th A 307. The st+n V Ise•attar bolt —? 9Jt5.17ll) Contingots9 Lssck Sean Pipe .e.p a.e„g or sent i.di,mrr:lb a td toned rah. ,���y�• krl '1.- bead r he Lao— rd and a sammum of err tl e,ana far Sa Y Ibe me ad NW wb+r`1�.•'tmM�°r•ft'{'Sid�1:"b• 1. Tao attar boas far np'J m; and or+Le p^tes sNY ra s 3 . We apmfrcaua.a r eaa. led r tar •land O yS, raaufscwrr'r sb,U •¢sham mposI plays apmh.,w i .•iuu br she mInurs 1"11 Pipe Lbriukd with m rtinuow helical seam Wragd:o Aft Swbor boot, .tau Sad wubm +hall ear" shr pole she rib may be wed for full chr ,pipe. The lack lam stall maoufacturer's specif'ranuw Sod shall be that lipptfl be fora i in she pat bnwwwn rib, en6 Shad War.. m gunlessao'ud unless suet{':•aIu"tb. it oa,.-.and for she 1 Sarno.131.1 ahrOugh 1311 of AASHTO M 19(. s of+l u p"Section,9.06.%tg). J For mnuw pitch spiral rib storm sew"pipe,she a"- 14J ype up width spmifud to Section 131.1 shall be 114 iwb. The •moo..0,bob s"In must be qu.lirmd by tents mndueted by -S she H"dqu.rtm Material, .ab r.W7. y Page F-71 r Re.iuoo D,• Cklobel 15. 1991 f i L I It J 1 909 TimW aad Lumber 9,29 Illumination,Sgmk,Electrical 9-09 Timber and Lumber 9-29 Illuminaticn, Signals, Electrical s 9 0.2 Grade Requirenerim 9.29.1 Conduit - cp Rigid meYl rood., shall conform m A,tick 3"of LLse beti,a6ad-ralawsew Oka Nat kneauscia Coale.alwan�nfaesibes ar . t'a J.ra..-Na.v}ar �185-Ylrwb�0. keKw1 Emcni and uuti V' eurU of a ed g te cond." erupt R.madod a(Mt..hall Sc uniformly ad adsquaely' cote"by _. Oa�,aPbai,q}ganVprt. nddip gdbe,sea prow.. The avenge wen .f rinc - �yy�--�.-Li.rjnr .Uf' GLfBf Ng tl..r be 1101,a d1Y1 O.BO d by t Of!NC 2- hasq. fOOI Of tmeJr ruracc area Y drtcrmmed by lets on 12-mcA Ympin 1. the Tabulated working Stress" Chan as Page F'3'�, akco from each,ad of s tundud length of residue of each sue. under the version for Situ Posts, htie Posts, Sawed Fence TM,-eight of zinc coating on any individual"specifications Pusu and bfailbox Pmu,""tern t'edar is changed to read shag be nos km dun 0.70 o,i.of sine per squat foot of tingle w"urn BA Cedar, the ,ariood "Aiog orm fsgura, nurfau..The wsighd of ruse cosng wig br determined e , e required for Ss'"ura Red Cedar 1. the fire column, are ma.muncs with AASHTO T 65, onesrrtinau.od ad nominal revised to read Y fogUw,: weighs, OW1 conform W thr rsq.sremms, of du UderwTsen laborunry, publication No. t Iseae d,inn). In addition. she 1'a1' Ive 75 425 750 1.000,000 ,senor Y wrg Y m mWn.: Ymplas sled snthsd four dip.th the PREECE eve in..,,laud w,a iiSTM A 239. 4'.6• 915 75 4-, Into 1.000,000 -(M thrradd coca of all undu" a1aL' be either..vanes in tcrordmue with the foregoing or shaj to patriot nth galvamad 3'x10' llNs 70 ISS 923 I,OW,000 reps.paud.Formula A-9-73. All rrW cuts sML'aka be pained , wiur gtivanved repair pain.Forma+A-9-73. 6'al0',g'all' 1050 7J 415 375 LD00000 Couplings for ingd most type mnduta may be tidier hotdip of electroplated galvaniud and, us ...,Bono dull be Udm utharise noted in the Mass, or in th: SP<W pained wgh ors, mat of gslvanuint "Pass pin Pm,e iom,ag timber and lumber shag be graded in she.W Fonouk A 9-73, The paint Hall lave a mmimum wed Min 1^,' the Tsb.kr-d Working Ssrev,Chan except as follows: thickness of 3 mile. The punsad coating slug cover die Crosse - The grade requirrmmts for Sign Posts, Me Posts, coupkng. --' Sawtd Fmce Poste,and Mailbox Posts are supplemented with Gmundu,g tisd bushings shall be gdvan'vd malkabk iron th•following: with mppc(,Unocal copper, or nudes. am)lugs sad sinless For singe pot appfratiood,the grade for w"tern Red I.I clamping Ynw,mounting anew.and a . w Cedar 4'x4'is ispanded to allow No.2 0,better Every length of r yid mad co.,dut tW bass 1P< law of For,singk pods app',atio s,the grade for Sv"krn Rd Uod tan laborasorice. Inc. or the label of tic Canadian Cedar 4'x6'is apandd In&DOaa No.2 or hatter- SundamW AsacciYion if alk,sed sums of Canadian vanukuusc an approved for we,on the projm.InsWLtion shag conform e appropriato said at of the Cods. 9-23 Concrete Curirg Materials and TIse cooed., P.V.C. - non-mdagk shag conform an Article 347 of the code nod ASTSM SUodsrds. Admixtures The ci it.hag be of the two typo Indicated below: 1. schedule 9n faun besvy ..a0 P.v'.C.acolsraoisg so ASIM. SaadYm,to be Yd as a0 iena0.ms assd b a bW,,,. 3. Schedule 40 wn was ?N.C. caator+lsa as ASTM 9-23.9 Fly Ash SYdada. Fly Yh th all conform a the requirements of AASHTO M 9-29.2 Junction roxes 295 Clot C or F with optiorW chc.T.:cal requirrmen, Y ad forth in Table I and options,physical mquirtments Y ad forth lo lsasatiawbseea eta Table:A ad with a NMer li nitation Out the loa on ignti, sltwwassssaas. shaLL be a maxnnum of 1.5 Pcswu. J.,,tha hoses shag be reinforced moose, with I N'ig nor be used snood your lines. pkan'aed sWl from+.,based in piss,sad gal,suited Ind co,"plats(Diamond pattern)Y,.Listed on deug,betts. TLe kwigmi m on the coven of the Iuacuo0 boxes Ihag be Y fellows: Poe,. -P-72 Rev:dt- Data:(let % 14 . J 1 9-29 Iuumiatno,SIc.b.Ekrtci.t 9-29 IBurewstir a,Signals.Electrical — --- __.. .—._....__.__ ' 1. Sgal cost-, above-holed rrquscmwu for corduaar msulatwn do 3. Sreer lig9w o.lr:.kY LtiM 1. TraR not apply b Jul AororWuctnr aeW threecocduclor e ios endiont haling,the higher thso cables noted m ivan(e). Thar glare ia:rlplons still d M higher Wan We by surrnce of We mYer plain. Junction boars inuaBe we conc:eu swaums shell be of 0^e 41 r 6T C..a�Y 6r� cal plvanled fenow,NEM/.J end}coanalon A 3/8-mch ae , dram.hall be n,UDW.,cash rocsa is juncwo ko.. aa.,,. .m ter Y.r •J $ IYl1 4 YJs f� alrwln I 9-29.3 Cor.ducW1. I!T 4 Y.b.rs,Cable f lam .r v.r.,c— tote« f IaT 4 Y.a�.rim «y. ' Each w've sha0 ha numbered at each termial end'.iW a sw� n I«•�Y v,.. ca Ir l wrap-around type cumbering strip Boring theci ev rcuo s... I I.T ter r.a..,o— ar number shown on We purr. No splicing of toy traffic signal coodu,br than be Muhimnduaor cable alum be u.embled for 5 coeuxel permitted unless ohe,wise indicated on the puns. All (SQ. 8 oce, csor (BC). 11 oondueto, G 1C), or 20 wMu<br cooducwr run shall be pia 0ed w Wr appropriate signal f20(7)cables a per the following typk.l illu.tnuon.. terminal compartment board wild pressure type biodiq; e. 5 Cnrdwlan,(3C)—one No. 12 AWG,whau. or posts. TLr only exceptions shall be the splices for detacwr No 12 AWG, white wish green or black stripe, bops at the nearest junction box w he loops. and three No l.'s consisting of win group 1 The contractor shall provide tend lasuB ens W"na,sfary b. 8 conduct,,(8C)—ores No :2 AWG,white,one seiring,fuses and Suiav w a to complete We iaututlno or No. 12 AW(; hit"woh grere or ouck stop,and the signal and fighting muipment a shown on We puns. AB so,No. Ll consulting of win poops I old 3. j mauruh r ' ianWUoo '"hods,arspt as a:Led otherw'se c. 11 Cordator 01 C) — one No. 12 AWG. wham. herein,s: -Ply wih applicable sections or We Naw..l one No. 12 AWG, white wish green or buck Electrical Lune. stripe, and, dine No la's wnsuwlg nr wire For the purpose of Ns sPecificauan, the'Weal conductor group 1.3,and 5. u dcf.eed u .mrrem carrying conducw, with r<m pbn6d. d. 20 Conductor (20C) —one No. 12 AWG, white, For he purpose of the aPrcif•tines. equipment groundvg one No. 12 AWG, whin with gran or bl,. conductor o aefved as the conductor wed to corn., the stripe.and, 18 No. Ll ronsntmg of win gaup, noncurent-carrying metal pro of equipment, nuwyr, old 1.2.J,L S.and Spam other er•.closam b the system grounded condvewy and/or the c. Tvo and thra control enc&cwt control cable grounding electrode conductor at the service equipment or at the .tic consist of Ihra No. 14.'ceded copper sourer uf..esntely deri-+ed system conduaon. Each ondoctor .hall h.v. 20 mJ Conducwn and able .till conform to the applicable {nlvrWylrm mswWmn teed a 10 mil PVC jseka. speafication.as follow The cable she be rated a 6M volu mininum 1. All current mg tingle condueton still b,stranded The cable assembly slut be covered wit capper Wn ing In ASThi B3 and BB looA uon a Polyester up sp;+rtd wed .)0 prom hat be 600 volt E.cep as .Bowe en item 3. minJnum 1., Tbc o.cmL' s,kl sMll be 45 and ch.,.Cy reel.-here plyanylcn,. or EPR Typc PVC USE Inulation of code thirkn al is mquime for W 3. All sugle conductors empicycd m v.'f.coc,ml she current caning single conductors or umcrpour.d be CW.B or Curs C stranded copper. Ile m ,otom electrical .ys''. Equrpment grounding conductors win .can still be No. 12 AN 0. W.ullon shag be Aid bonding jnmpn shall be.v.ndW or.old copper THW or USE win can sin nosed on tie SunJr d Pia tar gmund.; a. Triple. or Qsadnple. type ACSR ncutnl details. Equipment grolawing conduann nay is b.z sed partslg 1eru1 conductors of Jae appropri.v rue or insulated, suandeA or solid. Nhen pulled through for aluminum wnducson.lull be.used when rcqui s nccway a .toll be Insulted with Type XHHW or w the contra.The neutral wnducwr.hall be-he cane Type ':IM1 e.I„,tall eve wntinuow ,on color or sue,- u thte mauute condumr A I wrnnt e.Miog grew cob,wild one cal room yi into so-ss.luulted cordu r;rluB be stranded. 1 equipm,a gmunding eonducwn shag be stranded 5. Pole and bracket cable.MB be two widnrbr n,aroed copper. copper No. 10 AWO ss.1mod for 600 van benun 2. M.16.eduaor ubk for traffic signal control ci^.uiu mmlucwn. 14 suuhtion sh.B c awI of <S mih .lull be cited to operate on LOn vo1R. lldlvidal polyvinyl chloride wslh 95 mil slyethylerc).cka. If cordu c%she be stranded copse,.hall be imukud luni -oh rerr= bslLsu art specifscd to the with a mulu<un. of 45 mil- plalciud plyru/1 oon"ca. Wu same r.tle aa.1 be teed betwoal chloride comstnd w scco,,Mot with UL93. or hmwtre and burst for both umber and ornameoul .pproved egwl, and sti0 be color eudwl .rd of tie Pole eon.wuion If Lhe lomuuuc nqusca fixture woe sire thud in We table below.In,md,idu.1 ccod,w,, bmpnbm greater Wan 75 C, u ` e•f.rka.h.L be .hall be cabled wgWer will cable up teed ewe, �u [tripped for uul poetic of the cable inside we a Polyvinyl chloride ahuJl 1-mil Nick. The lumwln The.mgl,conduaon still our be.hesthe Pdge-SP-73 R<vlaon Tau:Ocbhcr 15. 1991 i �J R29 IUua.astioo.S9enab.Elecvkal R29 W-coiutioe,S9t"k,Elan ital val. brawsoc ',inlay'.:'+ aleeving of the temperature a, SYieldiaa: A uRaeeatwd.6oa .aswar emld wYyY� ralint,aeamn'eaded by the lumm"manu(SCIUM, lopotydr coved f6aU side) .00P th" ca lnew 6. WN the eirepion if type 1MHW imulaLim a cl w A th �'ia®ta sid0.r-a"all��' ilY� 0.. further e..plon of -he rhicld ut id tut .comasar�a A .total :o,rystd trope mg8ad - W Isaias, cable id witm toma lea"it..entified (7), a agneer -ut �, S. Over jar all A A tl.ek, 4w dmri'.r Yip,aagsgile"412 cable idenufid in l9). Jae minimum ululation rirY p hatt'lsr Icurpouadd as, -irWR/ said" ' Nrc.. around say clecuical conducts, ,hall be a®{..vnsaa +artauss. set -boa snrarld erMM 45 mll., said the :rininual ,,.cpsabk ,11surn W,a of du,+y taurudsd artra8 to en.ide 'hlekau. had RRr solely w the Ihrcka.a "i Nat •ususuas w•e.iq. WYlatw.smmedsaWy aso.d any wdd uaa...I.dmg d' Foo,yr loorq< saark+up eve be L wud aeaumdaY> ,s ter,'along is-outs jacket any lh.U,o,jaekd thickness. 7. Moos:V srLo r.:..so Us e e coif, Iac4r 1`n- A ^rA 7. Tunaconductor IL,cldoe ,rhk shW have No. IwrYbs-pNyash,s.,s Ht fJing Wd<mr ianuGy the la wndwn set uc as .haU conform to I.M.S.A. sass lam Ne eNr jrhw cad ne held. .pecificauon No.5P2. a Do locr k.op wire had be No. 12+4 AWG su.nded 9.29.9 Balle..t.Tran9fOrme tappet -im. Chas B. with cher.vull, eras.0rdted pelyahylc. type Rh. `Nth' insulation of coca Ba11sat to, high p.zsurc sodium vapor 'amps shall be Nicknu.. designed to properly oparcu du'lamY specified Ballasts far high 9 Four conductor .h,cIdW cable (aCS) +lull ci, fist of pRuure sad vm vapor Lamps emccpt 1.000 w..lamps shall ha of .lack win four No. IB AWG wnducton win the magneuc regulate, type providing to, .plus nr miss., ^ Iypmpylene insulation. on aluminized polyutcr t0 percent input voltage range win plus or mmn 9 pereem lamp kM,war blocking mata.rail in the ub:e U..-..nucn, was regulwon. 1,IX)O voa high pressure s ..Urn limps wdl be and a 26 and minimum c,r.t j.dd of pelyeUNYlem, +c,d by sguWar type ballasts previding fur a plus or Thc foutconductor assembly shall be twisted tea turns mat" Ill r,_,ua input voltage range win plus cr minus per fod. Fisch c.m:,:,or shall have .ddfemot 15 N t Lamp w.as reguatkn. insulation color. OvcnU cable diameter %haU be Ballasts for mercury vapor limps shall te, deslgnd to 0.25 vtehes mauum m Capacitance bdvean adyum pm,paly operau the lamp specific.BaW+ts.hall be deatgnd to pairs ahalt be IB ! ner foot and 15 pf per foot sun Lamp a u mpenwRa as kw . 20 F. BaIWta stall have `herwcen dugond p -'he capacitanw chill not vary the cicctrf<al characteristic. of the conatsm vavagc' or more than, 1 pe -v Ow n 10Esy bnmcnwn .c,t 'rtgulatoz high power fact.,wed voltage rang'as noted win led.ezposd in.umnted brine solution. 1n the plants. Mercury vapor ballasts shsU be capable of plus or 10. Threc<ond.u,.hu A*d cable OCS) for the deuour m.. 2 percent lamp wattage regulation with plus of in. , circuit for optical G preemption Rceocn,haU wasist 15 percent input voltage variation. of throve No. "0 AWG cocuesmn v h alormnimA Ballasts for metal halide lamps shot'be designd to pmperly mylar shield and ores No. 2Gdnin viR. .0 encImM cpanu the tamp a,acifid. Ballasts for sU metal halide heip. with an now j+ekd. AU vvirea .haU be 7.211 stranded .lull be,Yes r ego'.esr')pc unnH copper materul Conductor insuLauon %hW be No capacitor,uram(onner,or oN<: device shaU employ the .,it 75 degrees C. 600 ch. The drain win 0.11 be class of compounds identified as polychlorinated blphcnyh IPCB) ununulatc. Condsesr cola, coding 0A he ye00.. as dielav,c.,cool.,ter tar soy other purrs.. - bloc, set orange. DC resistance of any .,ado., or Tic power dellve ad. .lamp shall be limiad to plus or drain wire A.0 mat e..ad 11 ch. per 1.000 fed. trim. 7.5 percent of the ,aL d Lamp power du,mg normal Capacitance from one conduces, es thc other coo operation cad with a canter mud lamp. During warm-up of the wnd.uesn sac .hied .haU not called to pf'8. The lamp,lust.powor dWvcry-W be"mu." j+ekd .hall be null 80 C, 600 ch. woN .minimum The pawer factor far W high press., .-I,um vapor ballasts wen ee wU Nicknca. of 0.04 inch. P.e fmohed dull be 95 percer,(nomuu0 or higher. ouUAe d'tamdee or the cable .h" be 0 1 inch Each b.U.,shad.have a name plat attached permanendy to I ma.0 a. the ca.e lc.,:.tg.2 elearilal etas. (11) yes-p-6 .Communications cable (W9123 shW inet Da Balwt shall be pro iced b the tamp sockat sad REA .pxificaliol P^_"and .1 U have aasa-"e No urm'taal board. 19 AWG ,•yes with 0't8 inch F.KMPR w^lN. dumiourr..hklding Ted cable sh.0 have.pctrukuan 9-29.10 Lu airslire9 compound wmpleely filling the Im.d,of the cable. AU I. -, .hall he of the duuithwon,ype am Is-, Tht .bitlded woo.o.k Uomhgool iotereoon<tt :able indiuud in the PLans. Clc,, Wrap. sh.0 be employ. unlu. sbW users the lolbwing: indiutd other.^ae in Ned contract. 1. Csdocan:Said,wA draw,suWd,opper,dse 19 avg. Con 1. Insularism: solid, rustic lip ds,lry wlyWjku or venUorW high.., Iwnwv. hall be hallut .bud paw.pRpywe,rmh tdrplo.ouiura7<ola,cd:ag. type with cebre head configuration. Lumiru4e distribution types ). Calk are suobit k,uhtd;oadecun as<n,yrd Lau sh+U wnfo.m w the IFS clau.Bcauan system- Convention.) pairs win.arv;os cars In.:,r Imgtd)a mwmirr crw. ut1Y highway luminaries shaU provide a cut-off distribution using ._ sad maw atria rapadtsac<ba uh. a rtfnetor-less housing and a high pressurt sodium tight source Page-SPJa Revrsioa Date October 15, 1991 - � _l _J it ".a A4 +, 9-29 IUuminuio t,Sigoah,Electrku 9-29 :Uum'uudoo,Siga.k,Eir,-cal They.haU be capable of accepting.200,250.310.or 'V tow l y0 15 bump complac with bab,l. 175 17 ') All lumin im IMU hsve a—1 slumLtum homing wlh 2w 20 i .thppooer end mounting. M n Horizontal leurtiruiru Phil wad w 2-arch pipe towns or. 3� 31 ,on, ,,%s V W mne muuires wu oud lu .lull be sppnpru ly yW .iud for their mpOW, pole top tern t. The .0ertnr of W 750 15 bmirsairu.bh be of a usspo design or.h.0 be secured with I.tVo XI t w,ews. The mnaea , au he m.nufauured of plih:d .luminum or molded frvm prunuti Uyr 1.m. b..,dause gku.The tefn.or or Oat lent shall be mourned in•door frame 9-29.11(2) P6olodtGri<ControH usrmbly,which.hW be hingd to du Iumv..ue and sward th PhotoeloaL is mrsro6 .hall be .plug-w device. nod to the cbsd position to the k,mirulre by orutu of so.etomauc open¢ on 120 vohs. 60 yt.. The .,u: .hslJ ansist of .Lght - type kwh.The rtfnaer or Ou tars sd door frame usembly, .,Vvc ekmmt wrmwwd to,s .ry control relays.*6.4,th, .,f why elosd.tMU exert pressure.gsuut.guka tut. Gukm cassia. t- sh.0 be wmposd of mawrial upable of wioutsndmg e.44~6 ... d —t wmpentures involved sod shut be secumly held in pts c The s.riu-NriHrw:-0/J�—Mv�.peus�.la...rs rdur,b,U be chercnsl wild elutomer guka- 1 Lumuraies sbaU bare . Past aluminum homing of the The um abU be w d.lgned Out a!.duet of sny electronic mbr.bed style witb s glass orate refra,wt. rompunral will rusrru the lighwt ,u .u. The maoufaurer'. Dame or symbol Pall be cl marled on each lumio.ue. 7 AU lumuuuu sh.0 have their mummy wmponcnu,ccurd Alas w be to the 1,iruin from, wiR. mmlu, ..I mounting lurdaxrt (caw,bclu,wehen,hinges,M.). The modes, stray sh.l'be J AISI,3W reties, chrv..ick,I gndc. The Iurdnsirr .Up-roc, bob ah.0 oe either suwlus U,l or hottip gdvsn'ved. The si.a.astara+..ky�carsW bous— complete wA wugnl b.ilus,shsU be.vthcrught. d7 - . .e socket mouwng mcdunum ,hsU be.uffciently rigid re Rair thst upon.pplwauon of a 2 pound lo.d in any direction on the light woos rwsr,the Uglu...cutw-W na deft .court 1 than 1116 ash. If M.U.the.luminum w1 be kO in its natural fmuh, or, t`dice ja, the In... ah.L racivc a pines alum alum 1 0n4h.All Imnn.n .sMU be moun:r,l kvd,both usuvrn,ad I., P11 N u bngadiat0y, a treasured Pert,,, o'mu ,pwLF,4 by the 4ew0swsals-shy, mutukmurer, Leveling and orsnuu, raU be .. mpluhrd The pbwe,c sb.0 be . solid sou deck, with subl, .fur pok plumbing. Highwy and dnuve w.,. shall tureen ran. u the tempw.tun,nog,of.55 degrees C to hevr slip-linen upbk of adjusting through.5 degrr-ssu for 4+n degrm C. The photo la.ball be mounted ratero110l J the required leveling prwndum oa top of Or lumiue_k le a c mxtor mowUed system,the Rcfnaon shall be fo,,M from bw rttuuuu,high unpct, photo cW to control theh.sysum sU be m nd ou oo Ot m.Wd bon.Uiesu glas, a: kw sh.0 be fanned fnr I, lumiujr orurtst to the s,rrkelmoucmr abiol, 'le photo iruuwt.high unpa bon,W wc.,wmperd III., cta shut be rspable of swbcb'asg 'ON' I,OW w.as of J Tbc wduaur,raring the fmun rt th:eve.van,wwre insandewent bad u a ui..,un. 1 ,.ring equal 10 or gruu: _"•n the "m ounuuuure, -� remmmwdation. High ten-- V.m aleevmg w .,upubk c 1,1212) Trafrtc Signal Splia Material ntdh d to acb..thus. All horuns ica dull be provide wOh marten fnr positive Led-in cable to bop wire or m.gnewmacr tu,inIs pnu idenufwuon of light wusee type ad vtyge. M.1mr,a1W1 be splice A.0 be apNy-rcawsrsvp.-wsYr-.Ito-ngi/-,neMe 3 w,h..quarr web Goth,c bold,bled:-umh krmd on colored rKKed th Urc Contra or u show to tht Suodard Puu. badgmud.B.dgnuld mar.hsl!Iv g„Id foe sdium,blue for mercury,.d red for mml habc ... .,a.Lrged,shell be 9.29.13 Tmrre Signal COntrollen y soled with w,:pvM film rc.,:um ,: dust, weather. .d J7 .%.a let expo.ore Legrndc.ball on respond to the following °onW a meld!wnut amp a eke n a mwh.num udc for mOmlWtl the apentio..of tr.f0c..trot.igruk ir¢ludug the tuning mwhuism and .11 newury .usilary equipment. Imp N,n.g^ Ltm mounted to .ubina.The uah sbW oper.0 00 120 'oh, 60 cycle, single pbau alternating carrne and shall use the .0 Power Line frenuearl u • time but. The "fr. tignal Im 10 moiroher shallm,e, the requinmeeu of the N.60.d Pag,.SP-75 Rcvnwd Date: (\Lobe,15, 199I _J III _J r N d cs• . w" ,A.:• nab.Eh.cvcal 9-29 Illumination,Squab,Electrical - F.kcvtul Afaoufsxurm Assoc.atioo (1T:A5A) Standard a. Power Interruption. On 'Jsan 4 m ocrs any Publications. Power irucrrupsion b dun ra{a 75 Pl..uc or min. '25 roahmconds. a,gr,sb s1uU rtemrgire wmh.ua Cnmpoomu +ucb d reshmes, upackr�, diodes ,ad .ith No.2 above - "ratan an {secoid Ruh period sramubn a dha be iL-hai k-ea rm)aceabk uteims i apprvyd standard nWectog Iechntqua. Ins"Erased circuks fhW be Prior 1O�.tars of artery[� A poser tnurtupion _- of kss dun 475 plan or min.25 endlisemr,ds shill earn mounted b socYets and sbah be •-eta rr d 'Off L t without eauae risen Oo cis[ of loan wnroUrr and the signal wld"ing. AU--peas-U shall be Landard 'OR slit shell' items. d'upkys .hall rtawr{be s'ANoet change. 3'y►a The ,IT'. igwl mOsr U r shall be upabk of �M ioterfssi g wish Ne Muhlsook real time, her mmpater. The mL.sOtlrr shall be upabk of bob on-line opern»n koovol by the -nitiwnk muter --purer) and standby a M^d' op".tins. Tbr ..bona ball establish see se9uroet of 5. Con Rix Monson Upon sensingwnUis.ing ngnaU or signal phases, includ'm{ o•"bp+, in moformaoce wish the unatisfaaory operatior..oNga. Ne wnUia monoor s`nai phasing dug".na the plain. Whea "upati ng tithe` hall imene4uWY ea— the signal t0 rtven so Ruh: b a fixed time mudt or in a ruUy-adu.d mods wOb rnlume however,IAe wnuol:cr sI.0 sop tint so the point of density on each phase M rryutred. AU clearance timing and conflict. AHer the—o id xmuur has Greco, "s's pedesWan timing sb.0 be accoesplubed at N. local wnwUc.abaU'un.d'uuly cake wmmW of Nr t., ,c iatenectioo. displays a the begmrwg of arcn g.r«,yehpw 6. FL"h O.k shall be a two c'vcus, type, upabk of +wivhirsg bads can to 1000 webs per circuk 9:9.1 t(2) Flashing Op"ations alrerostey a s nL of 60 flashes Pas minUU Per AU wnwC<n shall be N.,ppcd for f shmg oyenupn of cis-.uJ,Plus sr mmw two fLshes Per minuv. signal hghu. Fkshmg operauons, when rx,uved by railroad prt<mpuon, flashing control, or other uu.a, ahaU be "s f" 949.13(3) Etnergency FrecnPtion sorbing Yellow hghu on the m.in strnei or highway and Ina flashing red on the crass atrvs car aucde. unless oNcnuc lmmmuuly aN.+ a vshd call has bcen ncc,vd. Ne s,f,,d b Ne wnuaet. During flash display all pdrasrw In<m?uon eonwle shall ..Is the .,grabs m d,sCU) ibe ebcuirs shall be d.-meal !. rcquind clearance mvrva)a one skie lulw Min r,01-n Ad.md tease sig :onwl -acehanumr"a he upbk mvnaU. Pre<mpuon stallscquo..� .a nomd b din <onsnd of wiry min Ruh open:)n and return w wmul epenUon as Pn<rrl.on lqurPmcei ssra be insuUrd so'ha" -tern.,wiring follows: of the conw0er.as norrnaUY furnished by the msnnbdurtr. is I. Tcrsnuul Strap Input (R,..0 11ae1), N'hcn eaUd as no,sitcrtd. '9ra-a^9ric �yta+as+kaiF9kas a fund:on of a term.)amp^,pm,the vn.wL.,.hall ewY--ra--all—++MwMw TdMr• r'' provide WL,acqucn-d enU]no hash and scquencd return in normal opera.. wnsutem w,h du µoPeewsPu t9Msw' rtqutrcmanu of she pleat esRun of Nc Man., on Emvgtnc7•thick pat-emption shall be furnished r•her Uniform Tnffu Conwi DCHcp, u stpante units or as modulo that plug directly iota a rack 2. Police Psmi SwteIs. wAw Ne Uash..u-nuUc sw)tch wired to .ccept 5.M dlscrlmL.ator type unas. The pat- boyar.) 1ir,d Nc police panel door astumd so The rmprion system operation shall be mmpstible with the 5M Utah possuon, Ow signsh shall irnmdiaWy inert to mmtraaT .oPuom^ system which she CJ7 of Rearoa is Ruh; huwevel, the wmmUer shall •'STOP TIME." currmdy uitag and shall be upabk of being a<ti•ases by the NTm the switch is places on iubmausc the aipuU samrN'hea a�rtem tioo d"ectar ddecb so emergmcy shaU wnun.m Ruh for an addaionsl g soot.1Wh the EaH mption shall bold c the ,noes m We Period, At the wmpbm,n of the continues {mcnod vehkk, P _ flash period.tardy.-osherwue sPeediod.alas"MU" requires phase or adraxe dfreeby m Nat phase arts Aall immediately M-o"s -roW cycbe operations a obssrcing all •ehkk cduuoca. The Phase cal"-r shall rho beginning of wry gssanyelbw. hold the eomrolkr m the phut saaaed until the ueeamr o0 y. Contmlkr Cabinet Switehes.VA—Ne Ruh-amornatk long"local she eue+gency e.hide. switch located inside the wotroller cabins.is placed in When the phase srkcror h respuoding so sea dnntor,k the fah pooh,.,she ng.b.hall ,mmA-aWY nv<a shall nos respond m soy other deentar mtJ ealh from she to Ruh: however, she earnnellrc dull Oottin" " foot deteemr are satisfied. Indicator Ugi,hi shall indicate LncUon. NTen die Uuh.amomsuc swch u Pkod in power no, signal btirg recriyd, channel ulkd. Swmbes the amonutk Pwkbr,the wnwller dull imrnediavlY shall consist abase- poisoner sad simulatedxcamr "Us seem.nonna) y'he operation a sbu beginning of the each Phasic am, gran. Adjacent '+ he Ruh-summasle awiteb sAaU be a wuwOcr on-Cff swivh. If the 9-:9.13(4) wring Diagrams Utah-automatic rws<h b i,Nc automask position and Schwuuc wain[d'ugnms of the wnwlkn and ausikary theconhe ono ff .worn u places in she OFF egoipmem tMU be submiues as the tmw Jan wnwlkn art portion,.s the upnU sAaU knmdluely even m flash Page-SP-76 Revision Date:October 15. 1"1 I t 9.29 Illumination,Squats.Elecwi l 9 29 Illumination,Sigub,Eketrimt debverd for tuung or.if ordered by us, Erg.,.prvvkm m ---- ---_.. purchase The dagr.m still show m de.0 aU_ucuw sd p.m b.k,e.rryass.i,sg- TM Pm shall be utenufnd by rune or r.o, u th .norm., 0 .1 F N6" bell 1 readdy slue prad Toe Content," Cabinet shall bare a waterproof.,,tope with a side areas attached to the inside re-rrralML;ara-NriLts of the cabinet door. As the time of deli"the.,,top,sball h.,, four complete sets of schematic. and manuals for all +!7! usembbes and subassemblies. rw,YaM{.,,.rlaF NK As 9.29.13(9) Radio Inlerfaence Suppressors Is j 11 - A roroeUd n ubiler dn interference fth,r NT 10801.1 30 �weiwgte.-6en WON,n--.MeY--prrvide steps or equi..kot:UU be sold to fthc the A.C. power. AddkinsaU,. W power suppka sb.0 Use ooue immunty I - - toww- from other de•ka within the cabinet 1 AU U.ffn signet comrolkr,. n h,n. or n,ba curnn,-imenupting dwico shW be equipped wtN radio 9 f - 1 interference suppressors iruulkd s. tits input power pout bLurference suppressors shAU be of a design which will mmunire All I:miLtg fuoct,oas and input and output features fur fut]yoctuaW, role.,-demur opnuioo sUU be pr.,urlded in Ntar(ercn.u•bah brudu„and.ucn0(rcgn.ciu..Cad sUU -word..,wits hThIA standards. pmvole a ,Ounum aaenuatioo of 50 decibels over.frequency The controller shall pmvlde for setting ears Liming nngc of 200 ktocyc'v m 75 megacycku wit. u.d m interval Dy meaas of positi,d,ulibr.ted tetung�. The taming cennecuon web normal instaWlions functions shall be on the front of the mo"ller unit or sbsU The Conde,.., fibers furr.ohd N,U he ` rmatat]v have keyboard Cony and liquid crystal display, For the .ald ora substar.wi Cowl rase filled wth.,uitab m lc tulat., sundby operation, the traffsc signal controller that] ioclAc compaurd.Tennwls.UU be.,.k.l paled. 10 24 bra,nod,of all circuitry required m provide sit timing and all Nuctions .uf&ient kngM m pmv,dc spsu to coon., two for signal operation in . fulivactusted mode. Standby No.g AWG wire,end.UU be so nwumd Lost they unn>.be operation shall •utou aticatly occur opus opening of tuned in the rue. inter, ..erl lines. W.'e of sewn' masts computer, or Ungnunded urmuWl .h,U be IluL.Ld loom each other -b,a spaded by the miter. The standby operation sbsU snd .haU n rmMu, .surface leakage dutance of rot Ins than follow mad be Coincidental a phase to that phase being 1 Its inch between any ewsd .,root.ducmr.Cad.v mhcr displayed at lire sun of cundby operation. Transfer fenm .WW, ,.aM with . Nwbuon f.cmr of 1O 2% regohm, computer supervuioo still not.0 up a starting yeUow. depend.,oo e.nnul circut.ndninm. Supprea.pn shsU b,duigod for oprosu.n.on 50 arnperes, 9-25.13(7)A Ensimn.mtal, Performance and Tess 125 volt, 60 cycle,, lmgk win circuits. cod sh,U meet Stan':ards for Solid-Stale .undsrd. of the Underwrinn' l ebonmria sod toe ltad.v Traffic Controller} M.Acturen Auocu,ion. TU scope of thi. .peclfic&"o iocledo Ne contooUer u,<mbly of ,ohd-win d,slgn inruUd on .out Nnnuuons. 9-29.13(7l Traffic-Actsutcd Controllers 7hc conuoUer a,cmbly indudu the weadnr-proof ubina, Traffic sctuatcd comollen rs U be ,leamnic d,v. comnller unt, tot swAch., equal wo(ba monimnng -huh, wb. .nnr cad to traffic -ixun or other morn. of cucuivy, accessory Ingo, circuitry, AC line fihen, vehicle .ttuatioq or both, eUU operate the el,arical ..R„ $iVoj dacaaon.000rdmatio. quipmr ,srd'sou H..,and presmpusn syswn u orsr or mar mtarsen cans, egmpmw. The .mool..bl shsU mac or e.ard NEMA AU sobd we elentocle tnfLearuuld cou,mpen sd Neu EnvironmrnW Standards sod Test P.,Jd ru.Nomul opcetton suppkMMW dcvi shut employ di:ilal w M ring tmods. will . u d to co be enquired whin the n,,,l s mbly u subjec y ' The Naffs sigral control equtpmca, w'eas otherwise .mbwtton of high and kw mvuproo n al Inoue (i e. lo. pernuttd in the corona, roust spccifiuiy conform In current vohage„high temperuum wmb high rcpait s noise u,nn.el. NEMA spccin. uom. The traffic signal eoatrolla au®bites, including the traffic sgnal .ntroUer, auxiliary control equipment and nssU A A kyW..K WMn.sasM,., Cabinet shalt be shop tested w the satisfaction of the Act'saw traffic -goal cont".. eUU be 9-phase control Engine. Testing and ebeclout of all timing curoie, units. -lolu.ne-0auiry timing !.tuna .h.0 be ymvrdd on all phasing and signal uprrsty. shall be.1 the City of Reams controllers. - Signal Shop. Rennin, Washington. The Signal ;Top will Win make We available to the mstraclor for the required tat 6..libal.wiWk 0 lJGP4.% wsw,r-a., 4.y,. demonetratioas. The otractor sb.0 aasembk the cabinet rod related signal control equipmrrl ready for testing. A �anFaY complete demonetrattoa by the contractor of all i.Ugr,W J eppro.ad—.,,.k.a amprnmu »tisfacmrtly functioning sbaU .can be tat -er;od Any malfunction shall step me teal period until all .. "9 Page-SP 77 1 Re'coins Dau. 0.,oher 15, 1991 1 J imp -J e AWE 9-29 Ibuminstio.,8igaab.Eleatrval —_—_—_ _ 9.29 luumuoa.a.Signor.E4ccrval pa.v are atu Wr0y operating. The tu sh t all I.eatendd u m or pedeetrm bdOm the oaaur Mitiara r. hiag oPe"600. un1U • minuoust of 7 2 boon uaUauout atisfacury There shad be a sacral ind"tmaa that the mooimr her performaxt of We scare integrated fast, bas been p,mptd normal oper.w.. demomhated. The demoostnuoa by the m._ .ctcr u We Eagioev of all components funcimmung Properly shall eo1 ; Protect+ l' btaS&Q($j,l relieve Wt conaacmr of any rmpouibjA7 relative to We proper fuactioaWg of ad ororuutd co."I gear wben field The controller shad have as opal vokage surge installed. protectar that shall protect We controller input from any vo:age surge that could damage We conualkr a a.y of n 9.29.11(16 Alna tee Pntroll cal for Traffic r»mpooeats. Acttnted Controller FjSid N'yiag TerM" f ewhs -6ren1 1 There shall De a 4rmiaal strip for field »viog . We -veae mo"Ller cabinet. The terminab shad be numberd is aarordace wub the schematic w.g d4ium oa the plans. teafavo.le—rgnirc+seasraeu&isR", Prhdnsian IP 18 If a dif(trent .umbering system s used for We ub'met i{, wiring.Wen both aumben shad label each terminal and We cabinet wu,iAg schematic dnwog W.0 Laclede We field P"er;..itchm w,,u, number where the tumi..1 strip is illustrated. A common ben bar with a minimum of 15 terminals and There W.0 be • main Power switch inside We cabinet ground bar with a minimum of 6 terminals th.0 be pmvidd. ` Om W.11 render all control equipment electrically dead abet 4 tu..d off. There tbaU tat a controller Power rwitcb that mower Intrrf¢t Cnit shall ruder We controller aad bad swinchmg Aeticm electrwilly dead while maincaming puthag operation for loterfaee communication Bevies Wall be designed u taWcA of changing co."U.or bad rwiacbiog deria. separate units or as modulm that plug dirmJy law the cootruUcr u•e. Tee commuoiatioo devicd Well be used for ti 0n Tme R•aadt 5wisb oo.lior computer control of the Inursertion aad shad be _ upab4 of uamwir_g all deecWr and signal faros .tee.hall be a switch in the cablad W.L4ed as the ioformaLioa aad receiving aad decodusg command step time hypos s�iwb. If the intersocuoa is paced as information from the computer ell in conformance and within fleshing operation eiWer by the flub rwitcb or We fail are the upabdity of We multisaoi muter comyuler unit and the mmtor,We controller shril immediately amp time. The rmP i.te,oasm tables. time bypos switcb shall remove stop time from the controller The fa a.w g auaidary equipment •ball be furauhed and and prank onrmal cycling operation while the iotmm6on hista Ucd m each abint for NEMA tnrfu-atwted cantmdcn tmaim in Ilashiog aper,U a. I. A solid-sate Type 3 NEMA lluher wW RaWuansfer achy which will :m in the !Ether and uoaw We DETECTOR test....teb controller from light cueuda. S. Socuon 9-:913(2) for operational mquucm..u. Each thick a.d pedutrian phase shad have a 2. Sobd.aua bed swpchn of sufficient aumber to ,:mmeaary (spring rdun) ddedar lest switch. When provide for each vc2Nrr phut(including futum phases d<preud,We witch shall place a call on its respective rigoal f s1w,. in the ph..). etch pdatran phase and phases preempion aej.. indicated a the comma. Type MRnbWda •lull Lwlud •fully -ved 16 Preiuon Theconvenlener ootid vpL1jT jQ kd back panel. Solid-cute bad s.itchrs.hall wJOM to N714A standards •cep only opicaUy isolated bad A con...k.c' nutlet protected wish a ground (auk twialw will be allowed l.od rwdtcbca shall lud, -- iaterrupw and so incandescent amp solid sh.0 be indiubr ligbs on We MW cucuill furnished in the main.bind. A door twitch for the lamp 3. A pewcr peal-,W: Watt be pmvided. THIS circuit shall be protected by a • n control-0lapay brakes sired to provldc &,ud broker rated at 20 amps. 125 percent overload ptottcuon for cU conwl equipment and signal daphya. 30 ampere Fail Sort L'nk minunum. b. A 20•.N. aatasory brat.weed paraJd u - Fail sa:e rat shall mete the NEMA-PLUS sperifrradon We antmhduphy hreaker.The breakcr will carry >ad!hall..niter both the pm,tive and oegati•• portions of aanmry bad, in,lud.1 vem fan,ca aunt tight, the ' C.riot wave fun all green,amber aad peverL can walk plug recepack,ese. iodkatiom. The db. .Lion of • display of coinkLmg e A husbar isahuel fmr..,uand and unfaed for she wd--.t w shall ant be bog enough m be visible to mowrot. neutral ode of power wPply. Page-SP 78 Rmswo Date. Octolxr 15, 1991 — I •' N c' a ..: .. _: :. ._,... ` 9-24 lllumin•tko•GIjW{4,Ekcvk.l 9.29 Illumuutioe,S,gosb,Elmviul - d. A radio inurfererKe+uppraser w the output tide cotuoU., When in the OFF p...uon, MsPouve tonr of 'Ie cl-0u+kY bnuker. See daeaor<irour' wUl be d.c cceel. In the openu p,i acre rapedne dlocior circuit 'lull.pent Sauon 9-29.I116)for cWu requinmau. ,'mull c. A tnuknt velugc pmuouon dcvia conn.ard w �.wcha'WU be prov,dcd on Use Pncl wth uhw thr contour'power oucuh I.,protcntton•9... t ,W funnio:n u follow: voluge abrwrm.utka of ku tN+ Ill cycle V I duntan ne protcaor shill he a toW high Dup..tI, no— Sigrid f the i r Wuq w dapuy erKr vu co-wining m•'pule B•p. P+tube. tie ova opnuon of UK vuenmiun. Detector BY+-- du k I.m u t, .pent centurion, N n, with or bar component.N.dcgrsuhk ccmPonn all p t sh Y P 1 be wed 71r current nt ng of t c device 'hall be 1, b Ta 'e ue ho 15 girl a do o, Wrap 'tall 6 amp. min shall In. U.L. run",lu9 a,ul 'hall pmvdc proucU.o orne"atoic Dupuo if — All Igul Ndiuwr lamp, srd wn uNn to GND.. .nJ line toGND.. u deseewr Nd,wo,lamp.WU be h.energu�d. well a.llae to neutral. Th.dupky and dacotbn Paul.tall-ludo f. CabNa growl star Ndepd,dau (150K ohms .ppmved menu of ducomsecting ill wiring mNunum)of neuuel ye^ng the panel. The duple, dumnrwet 'WU a A pollu pal brand behind the pohre panel door include•mans w lump,,duct,.,.U'when UK I with •fiuh-,,tomato .wiwh and .control-0upuy n!_,,w. ei u d'.<onceub AM m Inctche,on e power lone onoff a•.iuh. so, Section 9-29.13(2) for P^ M be markrd wilt it, utocutW Ph'" opnuoul requu<menu. Ill vehick detct,en 'wtheis atoll be a An wtiWry ,panel luuud:wide the corami n. ., the ;d,•t number ud plan kwp ubina with •Ile+h-cuwmauc 'with and •oti t.un uum. All ,uIc morkmga slue be verm.ncnt .nett +wivh. Sth S,-,n9.29.op'ne for oree"ell pmawrt senutne upu•all na be e0owed requlrcm.nv. g three,•.i-e IS•.npre plug repackof with grounding wnud and 20'coven ground ftup B In�dam•Itc...Uor for U fold�wnn¢ AumNunum inumupw,than also be prov,ded on the panel. or 1.a rt trminala +, be pmvidW. Tcm..l 6. A con fact monitor :onfonnuiy w NEMA 'tndud p dut Mmcr t r See, Section929.13Q1 f r operational rrquuanenu. block' •hall be 600'oh, hnvy y. Yp• The trot still monitor conllidiig sigo.l indluuons a c.eep, loop detector lad bs which maY be 300 volt the Geld curNeeUon trmNau.The wool Dull he wved Fach urmNal 'Full be p."ru with •fKl Me, and N.matNcr such tin Ito aigvl till coca w (Iuh d •conwl-ode co,Neewr senanud by a rtuher amp. 1 No conflict monitor u mmo.rd from service_ . t marker'trap atoll bear the tucwl number Ind,uud m d,. 'I loud, not w .acted IOw'u ve" in the plane u,, .h.0 engraved. Each cotNato Supple moniwre ..it or od.,r in.,,dull be prov,ded to ahW be •¢m tyP "iN No. 10 Pa .Pbk off prtrem corluct on for wu.ue• r...d by dunning au-epu+¢ nc I.,than Nne No 12 AWG wua Gvd + or amp bumeN.Supplemeee slug he N,uUed with.pile up.on . U,.. control .,dc of the uini Confud 9. A vat fan with adjumbl, t, ,o,ml, The mmunum mOmwM1.bull Nc,,de a n NNNu.u,OM mdKawr light CFM ,m6 of Ne fan .tall Wooed than tuna the bu,et for uch ph,,', used The monlwring upellY of the u volume. unit shall be compuhk ,h the ountroll. ("Inic :ee. 10 An inc+nd.<ent or 0wrcent Ntnor ubina 11gh1 Cunfua mot non atoll include•pmgnm.,d. no, tied at the wp of the onelo.sn wth door,with u. �. The Ugnt A di'puy • d decoction panel 'houvirg '.igul auta.u.UY encrgue when the dxr opeu. induauou and providing dacction input. The .toll he.,Ulkd.minimum of 12 inch.f o,Use.eat it.Nermo.ut.The.wiwh-tall M l.kbekei"h,h irt,5ecuon panel 'Wc ,mkt [�nl 11 All wain¢ within the u a n bu, . exclvvr of wain¢ intrScc,en'•rc:n. dust uma. Phue ant o•.,kp n1nou6ution . nosh arrow Apprepr,mcl,, ceJ^.Td vuuUed by the tigul convnller m•nullictunr• d:•Il incanduant u,n.awr umq for itch rail. ..ire.'. Lve mukuon conforming w the, mgw•ementr of gran, wlk and dnn't walk for .very phue ud Sa•on 9.29.3. 66ina ww,g .tall D< trunoW In avert,'hab be provided.Thc Ia.tion.of the dupky el•mnuts a.tok aril'hU be I.rm or loot,,together lamp on the Pnel'W!.unto the Wit button+of with nylon wrap or eguivu.nt. All urmi.u. •nocutr4 ',girl dupb�. Ito tntrS lion duvet, .acic,ive of fob trnvsau. 'tall be numbered and 'ball 1,, wired m ."n,priau Gesd win PmunmJy ideal Fed wit.intent •nth the ubua . ' term,nab.The 1,j.WO n looted on the inu,aid. wui,:e. dugnm. provided by Inc tigut co'rei of tM door. •1a.ewr .witch' wi,h 'event event. manufr cwrtr.Thc onbu,a will be complacly wuW+o I _ test, and off Prvlons .h.0 be pmvidod for ach Geld tlw Lt only regunmrm m make .Geld I—Lion dneem, input eircvh a put of Ne pncl. A dupky compkiely opaauond u e .uch fKk power turd trove wU br provided for uch .with usd will ground wiring. Intrul ub.a tiring stall not utilue I iu,,,..u, uPo veh,de, pWr••.an, ur vs +witch the Gcld side rwnnauons of the termwt strip Ntndrd iml. ,ol. The wt Wwh'W!I •,,dr.'pang b.dodhr u—,wt,on of fKldmomenury comet Flu, wib .ace a uU Nw the Nge-SP-79 NP951oD Dsk'Odnber 15. 1991 L ,t J r -y f 9-29 Illumiratica,Stgnah,Eladri"I 9-29 Igumittatioa,S►wh,FJent iW _ µr- r 12. Onc mprodocAk mylar or two nurroftms am four 1. Canswalron shall be of shed stxl,.Ntse •nrwurwrw { I mpiea of the cabiiw ,,rag di.gnam ad wmpunaa as- aweal wiring ei.grams shall be fumuhed with each eabuta. 2. TTc ubuw shut wntaut shriving, braekm, ncka, Pesch cabirws shag be oqutppod wish.pWtic cowto, ox.,Or..Peon the cenelulkr and auaiW y cquipmw, to houe one or inure rabutn wiring diagram The AU oq.Pecest slug a squarely m .hclva or be eabaa w,rtng dugratn andl indi:au and iron ry all .-mesa lo n[b and .WLL be raetovabk without , wire amwationa. all plug comtecon, W tb, tumutg,tilling,or routing or relo..ung One dev. to IOratdN Of aH Cgoiprnmt m the China. Included in r. ,a.OV cr. the diagram thall be an utwSoc soe..kceh annuryirg J. The cab; •11 be of adograa sire to properly he. W head,, ddnnors, am push bucoru; and •.igoa! the conituuer ..d W aced •W PP+n nucw sad aequetce hanhide .uWury sqf 9 lea an th upright position wish IJ, Each vmkk Cyator ampU(r, pedenrun cW •ekannee of LL least J uohea irom Nc vrn< fro .M twlsuor unit,phase aelennr,and lead awuch shag be filter o allow for proper au How.In an eau u'aU Men idewified wult smu.p..stwkon type label The gun 70 percent of the cabina vNume be uam. Then fallowing mf"non.hag he ucluded: .halt be al kaat .2 ouch rk.. between .half a. VNicle Dowerr AmpUg.r Cham,l mountedd q,ipme at and the ubae uvU or aqu,.l , 1. Loop number mourned no the cabnd wag. 2. N.ivw phalli(.) a 7,e 41buw shag have an ar ,nuke vent oath b. Fred GU IoanOe.Uw dupoublc rater leeated at the top of We cabin,,and 1. Puah button number Nerountadcall,moeolled. t ^ Assigned Phu.(.) 5 The cabins door shall be pmvdm oath .. Load Suiatw a. A spring loaded wnsv euon com Inek-- 1 le of 1. Signal head nombcr .ucpung a Hut Cl(aenea err oW siwi by 2. Assigad ph.sef.) others. Cast ubmea that] have an approved one a. Phan Sokaon Not, posiuve latch. Farmed eabu,m thll have I. Circuit,"" .a.-pout lach. 2. Ph..(.)ealkd b A police Panel door w U,.tautG..ucl huge pia The label dull be placed On the fam of tc rnn. It and a iock. Two pe:,u key, oath .h.fu - .hall not block any lwueh,light,car opentiorW word, .mutimum of 1 314 arch long .hall be pmvdm On the unit The kaering on Nu label shag be nut, wuh each eabuwt. legible. and ...ty mad from a dirunce of inside the poke panel Noe.h.H be a tigev.l .pproa ioxly6 feu. Ooott switch whkb shall prohibit a.y ig.al The 10LOwag eoquiremom aPPly to auxiliary equipment dust., is the field but will allow the enrol fumuhm wuh Type I'G wnaollu eabu,m: equipment N operate when paced a the '.M FTa,hen,faah van,fcr relay.,bad.viahea,breakers. pOsiunr. A ..ad .witch ,hag It, Ne .ub bu.es,police Panel..,Who. recepaek requirements,vent f"It swyeb. Wbm placed to the 'MA' fan mquirech.m.and!.uatisry eenuol .ncl switch.6. It PWWOM,moeollu power shag remain 00 .od conform a eequu.mer.a noted in PHWA pubbeahon mntroikr shag stop time dependent on swish IP-78-16. selling on the auxiliary panel described Liu. FWbing Operation.lug conform Section 9-29.13(2). c. Both min door W police panel door ahaU have cxC[pt the 8-auond gs.h Perk I ducribm to Iran 2 of lust One pone,Cloud cell,neoprene ga.kw. x:tion well na be required. Lmergency preanption &MU d. A rvo position door sop aaumSly, confarm to Section 9-29,130). 6. Painting rtquuemanu shall be as apecihad a Win in ,kneree..M or tequuem.na u naed to Seaton 8-20 J(12). Jd shove tranaivu waste prctectiou u mud in Je above, « display panel requua as toa d a ve d in 7abo , vermual 1 block. as road a 8.bow. caber, light u •:cad lo The aPut panel artoinal If."TB2 through TP9 and 10 above, Oabunet uiting as natal in 11 above, wiring aaaaad cable o the inM It,. as dxribed to FHWA dugnm requu.menra u road in 12 above,and equipmea IP.,. '5, Chapters 11 and 12.Itl] be fumuhm. The lab.bng a, mad in IJ above. shag apply. The doacor alarnak raeaw.y epai6ed in Ch.ptec Is wig not be panel.hag conform to daaiu in the pl". avowed. Each door .hag be h,muhm wish .mmwcton The mnfha motes,mol.r.rag u FH WA pubuc.tior. wee lock mnforent ng to 5.above. IP-78-16 shag be provide rompku wtN wppkmcrnal load. The shine shall be,aluminum w b an awdded finish. u reveal to 6 above. The cabins at" include .pror roUoa drawer mounted below the mpu fdc and above the plower 9-29.1 O.M actuated N Qb1a613 duuibuuon utcmbly. Fa<b inf6c-utoaad NESSA wnwlle: shag b< ho_:rG . .wu:krproof c.bimx ,,Ore. & to the kg vvn, requoeaoeru. 1� y� J J p� awn 1 r- 1 'r 9.I9 luumingwo,Signals.El,vukal (. 9.29 Wumslkti-�-Signals,Elas"ral -_—._— f lasa and sbaU aoform w the specifKstiom of ITE 9.29.16 Vehicular Signal Haut handardr (Standards I91 .Adjustable, Fan VA" Traffic Conwl Signal Heeds,Iv']editioml. The Tens sMll f&Law Fish dgnai had rtua an of Uu Adiu,gbk, vcrUal type norprae gasket in t manna rn rada the interior of the Lens .. w:h the number and type of Ughu desadd n the co,una.still ad rdaclar weather aad dnstiight. The kas and gasket prvv,de a Ugh, kdiaunn m — chat:-- oNyi 'hAU M shAU M secured w the door ailb four a oarraire lam cops. Adjuatabk through 360 degrtn about A v.siaal gait:and an.,,ha The wmpOrau of she opual rypem shall wmpro" mounted AI the I....and to the manner dawn a Us,plan.. 1. loop: Es.pt far at ly prognmead 1iM1 hes&, all vehicular 2 lamp Collar; signal heads a any o-c NurS.Wn Aral:ha of Il,a Wnc an 0. Optical Luluer-Diffuau, - - a. Obpcuve Lao, - a.d type. 12 Loch Leas tun •a:t ba wrslal 150 wAn, 120 voh AC. Nrtc eel h nets Wall hoe The lam Leular s p ab ,g nl rt0atar uith w bet bolas showy, ball r oa the Of se Dias. wWns a d be prong. d A, bum Mving a awg DP hod lausings 'hall ansirt of separate sections and ha aver ad a avenge need kfc of at Lean 6,000 faun.The lamp apandgbk type for rermkal wunUag. Las shah be glass sMU he wupkd to the diffusing cla at with a wh, mclud'mg And meet I.T.E. Spwjr. ,,s for light output RrfLeedan •spaaur imaus aanfgcc.Thc diffulslg ckearet easy as din. shall be&U.. Fxb 14.u1 bad shall Wye a 14 i♦eh delta or uwgrsl wish she waves sorface of tha optical louter. bole u its bale. Th, -Derr': Leaner 'hall provide An goanihir unsgug { VtbkLe agul beads AWU be Last aluminum surfs.st f.0 an the optai Asir for objren 900 to 1'W fees All signal bads shaU iocludt A back plate 5 inch square dour . And puma art effaeuvc veding mask a ha v'nowly cut t•.rder S,gnal buds, iadudiog outside of ruon god applied as da trmhtd b he dairsO v,.ibibty Bona.The-phut hack of back plat. A-11 be fmuhed with two "U or Lmieer AMU he pnv:ded with pco,ove udewg mans And (actagoppUed vAffx signal I U,. baked asen d. rbe wmsaud Of hat-resutant glans. 'f_Til inside of the ruor And front of back Plata sW0 be fwuhed Thc ob)ecuve Lens rraU be A high rualo u" Pla" .h witb two asu at!.awry-.?plied flat buck eumtl. NcrtmcnW Lena hcrmvuUy aalad uithsl g flat lamuum of Mounting EarJwart will provide for a rigid connection wuthcr .o ingal gcrybe or approval anual. The Lena AMU be between the signal bad god mast arm. AU mounting nmarinl in oudi c And r.y be routed ,m any W dcgrtu berdwart will be of the MP-'aunt plumberer type As shown oricnutwn about the oWul wr'Ahom dupucug UN Pnnwry on the standard plans, unless specifid otberwi a oo the vnagc plans. The op,i Jl 1y1wm'MU sceomeaodga proyation of diverse. Position of the:.goal bads stall be located as Case u 'cleaned wd c. w 9epau,e poniona of the madwy such that possible w the Centel of the Lana. Signal bans shall be any one mdiaugon will be AunulursauOy APPArom to any vkwer mounted an the must arm such that the red i d.wrs Ue a 'fur opon Uy Wnnwsf proud..hive bow atmmpbshd The the same plane and such that the lanom of the boasting of a pnjccud utdtcation shall Conform to RE va l.ItUo. And signal bad shall oar be Leas than 'I(eet 6 inch. nor more chmmauity'.andAN• tLac 19 fees 6 iocba &bore the g,Ade At the cats of the road-sy. AU bdu And other mucrllannOw mounting 9-29.16(21 Conventional Traffic Signal lladt l Ard,vare shall be st.wl.s star{. 9A612)A Optical Units 9-29.16(1) Oplitxlly Programmed,Adjustable Fate, 9.2Tie oPucal urns,sMU conaut of a leas, A Mawwr, s Wnp 12 inch Ttaftie Signal Mlu" and a"fr. signal lamP vuiLle w the traffic a be wnwUd u W dutauea from 10 fax w 5W fro under W Lght 9-29.16(1)A Optical$)'Stan ad uArr oomli;wu e--w dabs fag_ Eight--,6 anrataul signal' AMU—Play a 67 to 69 Eigh,oath wevnoual rlguU'hall=ploy a 67 to 69 wan wan ug.fa signal lamp rand foraip 130 all operation,595 t,Affic AiVW lamp rated(a,13"voh-penman.595 mudmum minimum initial I sec,66S sited initial lumen,8,0o0 bour n Wl lumen, 665 Ned sluW harm, 3.000-Meer minimum. min., 2-7116 inch light caw Length w , A-21 bulb, medium 2 7116 net: ught ow kngth. A-21 bulb, medium has, clue base, ek., traffic signs' lam& T,,d,t incb vaffe situ[ traffic signal Wnp. Twelve slab uaffsc signal heads requoc heads require 474-130 roll. 16S watt, 1,750 muimum uuiAl 120-soh, 165 wan, 1.750 our mum initial umcn. 1950 sited -� Iowa,1950 rated anial lumen:Lear traffic signal Lamps with KIWI worn Our uarls-signal is.,v ab g 5-uab LIN«mar Saab Light ht saw lagtb,. '*0 boorm OW d i- rated life,P-25 km&, g, hour snounnum rated life. P-25 bulb A medium J bulb ad medium but. Bulbs sh-U be astalled with the but. Bulb' AMU be wauUal with she opening bawua ,he open'&betw'eeo the filga.nt es d, u p W..'ad. P. I tans'ahgU be at.".of tht Colo, wdr.ted.'train::. in Inman 'hall be glass of tic afar ad,. eueular u shape, uitb a visible d'umaer of ti,ba 9 or 12 neG., As rh pc, with •vufbk dumrsct of Ahu g err 13 Law, u specified in the Ot-tract, gad of such design As w give -a apecs6d in the wntnet, aJ of ouch daign As N give an ouUs'srd and downward dutributioo of Ugbl with a miaimua outwAd Ad douowvd disuibstion of bight ui,h A row... &bon the horiwnul. The Ives aWU br sundard red, aanvt he hoe aw. TM Leman slWl be aundAIJ rd. -tuber, sabre,gad gran,9 3tk,inch or 12-weL premed,raffc ktgnal And groan,S 312-inch or 12 itch Pruoad snrfa a,gnal lco..and Pax,-P-81 Rmw o Daw:(>..ober 15, 1991 J 1- r J 9-29 luumiv:+loa,S'v{eul,Eld:trieal ` 9-29 luueck".600,S't{ul,Ek<•riul ■■ fKatinns of fTE SundaNs ,Sune'urdl wAu uK d,cr l closed, \MU meke I Poskive w bc' sod - suU..form to the.pee' au.tya Iel. Each d.r IMU htv< lour'"I'd'"I'dhole tpcad NEW for AdJusubk Face V'I,,k Tnffw r Itml Sigou Made, �� eveumfem� of Osc lent oPrnirs `•ith 19T1 aiwon). The Ito IMu fA t,l - .prom guke on w u<ommnd+w OK Iigrul hod viwn. noon.,W.n.du Ott O`7g of uK ku:nd rtUoeor wuNe oontonnurc NU ,.c to Inno, �w< ruch a WUAcn, clop. ro IMl duu+lim The rs ami Luke aMu M t.urcd to uw door ke"Elton .1 wuv�tcned w u w keep r,from d nrwunw[ from trye,o �A u ope,. ton four noncom renw.sive bu c e, Alrak duminum Ne lowing,,Of ,hy - The rtUWor :Nu be one puce, Thc b<.aY of wh kigeul s.tion sMll.min of one pmu conf,ro,.9 w I'm Sundsrde. die can -Weer-um Jloy. Each sWwn eNU The Ilmp holler sMU be of wraOwmre.f molded .rnswn rulMs e wP Ind beacon w whin :scd wah proper wnswwon, umnum w the opcntut[vmptntuw n the Unit.Unit. h.,G Krrwd [ be adju-bk in .aped w u Of u,,Ieibrtwn proof VPl,Ind aNu be tub,.,Ly uppe^e^ anckeu, uch Ie Led muy ,he r-.mer. Tie locket lhW hilt Id,-"% section, aM ,tK Nngcn mdh N locked b,U be w wdcpcod" roof moNrd PN:wuc Prrw owvong. CAA onter Y wnN tN Mu\u[ fMU be <.o s hw-reuum. mcuwrt and N hm a lu Ind one lwh nw TM wp I.sd beet o(uK heusn[ i houlint end be deigrKd tv IccommGdale 167 w 69 wen. g 2 7ll&inch feeel kno.,err.sign-"ump for ll-. h ugo a,Ind IUDb.l Mrc w o?e.mg.a:t,.41 au sli 11. 1 IR-lKh peps •<commed:w a 165 row noon uW y'nth foul knpn InffK bnckcu.The s.uuo..:,c b;.t d, ford utu when uKm:led, 1. s'i nu kmP for :2-oncA titruk, and w ohyu f ponce �wvavNcni M u:,AwTK s<niou INU b(i.tcrthw[hk end aMd G fit of a ,Mp h. w g srmbled wui Nc door I•:d fdamcm of OK kmp a the ova foW PG when u Jut aeon. for wul Ilway\ be .,bum._ The kmp huWe: M dwI rod we.Awtht eNU M Juiincd to that a tin be Ay routed end peedivtlY sppmpr,dt f.muhed btod fit otxnuuon wuwu:fletting A wrmwl block of w appmvrd type aNu be mou,.d pc,imoned w pmdde kmp fyme inside a Nc bwk of the Lousint. All sockca eNU be w roved Ne kmp focus.The kmp holder eNU be Oulgnrd w Our A wJl be,..wtd.gun-,,,,renWer from the bI.k ode.TI:rt INu b :I wthlsKu.11 of Net lent.to bovom•or red urmwl el J,e ooll I.", W dwutgl,t [uke bew.n Ne kmp hoWur :s,d _ tea rt n.wr.Thc timer bwl of tN kmp holder IMU blvt s kmp \.ket. Thw wru be hou\ing.m H the he nproPerwmweC^er�TM grip w peas.:the kmp (mm wor'ung looK due w vforauon. block b;oclk still Nvc sUfr..m en,d,w wr.onau Ill field , Then 'mu be •minimum .loons berw.n ;he kmD holder uK block will tc U lhu end lost: of body housing of I inch.Thc llmp holder SMU be u',ru Ind! kmp "'ire indtP:ndenL; '^ pnd bsct w(b(too.Of\Vfnrl.l I,n•_.w be connected w "rv-,RcnMI KThC te 4rwd W Ih"O firld field W]fk.n 161CArll SMn At Ibc tcrmwol block tpIctred below. Fish ic:._ INU he Poew� wiN •nmovlhk vnor of Th. .ptic+I unU +Mg be d.4reed �, prtrcnt Iny objrKvoubk ol .neeO.n ]f OK\un's ny.Ivan a wnu of Ne day polyclnbon.:w plot¢ of the mood tyre. avlw s"m for when tN sun m.y,.'fie du.'t1Y in>Ne lent.W".OK door cf O,,c nee in uIc c.ntnd. V1+on sMU hwe aneching ten for .1h opuul - ss cloaW.IL t.ink in Ic l usun`Iy bdw.n the Lut,.Uo.w the h.utmg door.COnvtnttooIl ntrul Anode sAaU mwnor Ind! -.ten., of the re6.tor L.I'J be closrd Igl J,st Nve tgwm deom,. mubk n.pmnc guknl in coder Nu the.OA INU be wutAc 9.9.16(2)C LOuvered h.0 be Ind duswgnl. Where r,ui in uW C.c.d.louvered.noel I...,s t nal Hotuirg fumlhed Ird usuUW D,r.Jonsl wuveo, zu be coutmcluf 9.9,16(2)B Sig to neat s wag 61 0,the vtsul vucr. The.Lis Je cy1m dc,ds U Eleb lens sbIU be p,,W d with I reenooble sWmi iun .n\w::ed of uumivum9ei! �z I .lor of the Lane, type. u h,,, speeifud or in.vle On d, be,louvem shall he .nstrI,d of wodued aluminum pained 11d .^.trot Von"sb-U bare:such iv{tin for insuWtiov w mau of louver sh.0 he a she., Lb, boa,wg doom' Coermueosl signal beads still here blt e.ce�^Gs'e^+u'dImnge pone doors. The \ignll hod h.ultng• or we ' contort of w 9.29.16(2)D Back P1ala Back pkw still be uumoly of sepsnto eectwna, cIFtmible npe for v<rud t lw.0 be I moonoly mbsomluy ...red to[rthe, to Iwwthcnitht nu^nor w form•urw of Plw'tnt spprarwu EacA e.uon still Noshed rod...he d w the\i nsl led\. Bad p wuO'scud of efodu<d. }5 helf-Mrd lummum hoot,In wd,vn wl opuW out. 0.05t-incA miKunum Nicknus,� " i E..h I.uon eMU On wmplae wiu� a one-plea, M 5-ioch+qua,,cut border. I c.rmsun-.slur:aluminum alloy dk rot d.r rod shall Nve I nomwl t-inch or l'-wch dlmder opehtng for we bon. F�ch 9.29.16(2)E painting Signal Heads d,.or shall be,of IAe hmted Iypc htvmt fie mkgnuy gut h'mgt TnffK\ig�ul Auds,irKludmt ouuidc of viwn rod Mck of l.gs Ind lkh jtw.The door tMU be Outchod to Une houshmeg,R back pkw, eMd be finished wth two wok of futon spplyd _. orcl of no nor.",vet. Itsinknw hinge al hi RIM, Infrtc signal yretrF YCUD.blued cnamcl. The .,:& of viwn. I mmovsbk wtA.e d,e we of a Spud oa or to I. front of beck pkw.Ind lowcn AIL be finished win:—oeau A ne.ormsir,•tuinkee+t.l. , ceded ktch'.s Ind Mtch0 s of fur bkek erumrl. wtng nut INU provide far opening Ind dosin{the door rollout tN ust of any \Pecul tool. Fisch door bell have :c�u hr l foe t.,ke Inou^d the save outer edge of tie door. Pagt-SP412 - i Aev....a Date:Oewber 15, 1991 1 1 }39 luumu.rio+.Sng o.b.klectr Kal }29 Igumueabe,$igaaD,ElaeukalAwl Sumlaa sue? 1. Alt act.crow W coocr K., 2. Rods for Type N moum. 1Y./•se 3. Hm,c pin.for Typ E mourx. 'n'�es0 a. bolus,nuu and when for T,pc M moum. ^•sy 3. Bon,nut an we n for Type L mount. 6. Boiu,nuu,.bare.and acrcw buckle swivels. �Nstmn...susy2aadwrs Steel 1, 9-3946p r h-� TyF Type A.pip,, nippka, elbow and u^ Goings for Heads o x'moor•. ... —. 2. Muhl-headd C.F.H.mowtu.g usem�_ aid apkcr usembboa for Type Q.R.and S rwwU. grasar.aeiar-ahaWK 1. NWpb for Typo L.LE,P.Q.R.and S mounu. �Yd wpwW.All Wear-hardware for Wrw-mown dull be pained .. yr, ith two ooau of ramry applied UaRc sir.. Federal yellow . 3 1. F ynawbskd aumcl. iv P seal�N 1,Pal�e"'se Pma for mauapr, hanger fminp shall be a rn amum of n 1/3 inch th diurwu. Tcrrn.al comprunent Ar Type A, B. C. F. H. and K 1 4"•^n^••'w mounu shag comain s 12 cordon u nnial block. 9-29r Wines,T raMe 9*R 9-29.18 Vehicle Detector A'.7`.w.MMywA�enw�rgw.l-M.i..IrN senk�ww�B 929.18(1) Induction Loop Detectors Kamp hector amplifars shag be Detector Systems model 810A or equal. 9.29.17 Signal Head Mounting Brackets and Fittings Induction loop amplifun installed with h:htA controls shag mufurm m errant NEMA speriDut;ow. Awplilien Vshkk and pdmuun equal head mounting. slug be as iaryyr}.w'Um S"i7p as as as Rla�A deuild in U.Sand"Puns. Material Mquirsmcnu for signal pyM m"s,iRr&gf. head mounts an as follous: x_ its upb.h b a used for op desur alas, shag, ware.to ssdoe 9k3.IBl. (Nhe, assuut sPaufed ta the ao.uxs Aluminum pun, rparill d... or datets shall meet .r eaceed 1. Hmgc fitunp for Tvp E mow. naas.fachuur.pra6arwm. 2. Arms and a11Pd tube famis for Type N mount. lskueion loop amplsfcn lo.ugd with NEMA controls 3. Plumb;w.tapered oulprtmem u Jbcn uk gx.gc shall conform to current NEMA spcificauona Ampgftn .dapur fmup for Typo M mourn-The p' .ver ins".d with Type 170 mnwb rhall conform to FHW/ andl be cut W m unr"oy AAA No.713. Plolicu.--76-16. a. Tube ahmp and femak clamp usernbly for Type When required in the contra, amphfiu mu shag be N amount. Provk,A with cupplernenul timing fw..idmtificd..fouow- Brortre I. Del.. 'mint — M" delay Wrong is required. We 1. Termiml coup.nmum for Type A,B.C.F, H. tank he. Way detector output for up to ly seconds and K mownr minimum,emabk ta ma weed maximum intervals 2. C Ua,;for TyTe C,D.and F mowu. Utley Timing with Gaut -- %Vhan delay uming -an 3. Eg finings for Typ L and LE mount par is aaquuad, the unit .h.11 provide data, twin, d. Massager hangm and wire anuance 6adnp for featuro u awed above uah the aduioual apbiWy of Typ P.Q,R.and S mown. oiluainin[ &l y tuni„ whin an external .haul k S BuWwe.d,.w for Typ Q,R,and S mount. applied_ Galva n d Steel 3. P.asaskn Puna[ — When exunsion um.,g ls 1. Wuhan for Ty,,, A. B. C. D. F. H. ad K requ'uod,the uM rhall �sd the detector nulpat for moat. rep m 7 seeonds minimum, sunable a 0 s sec d 2. Fuunen for I yrc A,B.E.H,srk K mo�nu. n`lnun..war,.ta. A. Delay ad Extension Tuning with Gan—'"co uy and canaino Umm, with gall k mquurd, the unit .h.g ptutkc both.stay and cxuaion tong fntura as noted above with the add uonsl alb luy of i.hibiung data, w Az wbLng cxutnaw. upon Poge-SP-BB Revision Date: t7cwber IS, 1991 ,�a K�P-27-2063 LK. WA. #2 LIFT STATIC N REHAB. - sign 4+ e. 9-29 luumio..ion,Sigvb,Electrical 9-29 IBumiOslioo,S"ttoala.ElecVirsl --appkutn>n of at eaeroal 'IVA, without 'sternal Tke cabua shag b arm.mitaboa ku and heelrsu tight signal.Nc u ut ahaB inhibit eatenaion sod crubk delay upper side,complex `e,ke1. TLe ub'mal drat shall ba" • 0" piece wrather 9-29-20 Pedestrian trian Sig" proof oeopreee tasa k . pedestrun agoau,hall be W'w rmc-grad ty7e. Or tuber typo u $pa:ifud in the contras Pa;earun signala.lull b con(ortn 10 IT Suodsrds(S mdsrd for Adjusubk Frtc Pd un casr Sltrul Hesda.ISI ii %iHillorV nrtlg' I� pcdfi uppluod t0 III OM pooh flWl be from the sane manufauurer and type but need not be from the amc manufamuO r u the vruN¢k halo. r,'e 1. Symbol trtesuta, what axwnpkr 'Pcrlbrd,shall he a minimum of 12 uahu high sod inchu la ..edN. wwu.MYAtaakasa'� H.Inug, IMi.be,dig-c+at slOmutum ad ahau be pirated U'�"� a with two cow of facbry spplid traffic signal ltlbwttwn vmel. Near, grad pedatrun lauds shill be wlid sate type and f-earrd+atar 'y' 'ball be+upped with Z true vuora Z crate vuon 'MB have 21 member,a 45&St ad 20 horvunW member,.The ur..t 'MU be, 11(2 inches deep. Members shall be conrwctd of •s 0.030-inch Nick black pOlyuobavte ple'tic. 9.29.20(2) Neon Grid Type All neon grid head, thall be tquippd wth elimiosle sue made of polyearbooatx plastic do phantom. (raves-+4gxtrg'i^"ie ' Nn tubing 'hall be en-1 eo osd and 'h.ckmounId trd,de a rvBgd plat module linrnR A..tOrnburuen�waekal.+e kG. The pdatriSe signal 'lase Wee • wed 'ate mruate moduk, electronic ballart. OD cater oal "osforectr, and `..e{«.1/wp operate at 30 watts. The bads shall du P1a1 two symbol "Sage" 'Wed' - (for the do oa walk modes W Perused orange sod 'NW sppOawa.r♦.aaoirtpdre ., _ (for the walk model I. lunar wtide. The masatc module shall wmut of t ocoo Z.tuba cce6wd in a III made _ 1 of polycarbonsle plSstk. The fact material +hall be polyurboosta plattic. The cuor,shall be flit black io culor. 9 29.2d SeI Cabinell The signaUsurea lighting s—ka cabiael shall be ss ind'rnd to the coovsa play Sod drda➢ 'beaus. AB <lecaksl ro.dutton,buss Wn sod wodueWr termidsu'half PI be topptr or bass. The ubina sbs8 be fabriutd from ..irhM plvci.ed cold rolled +brat steel, with 12 taugt Oud for aurlor +urbc. sod le gauge for Wt[r10r pao•k. Door hinge shall be the contiauom wocaled puoa type sod oY arcs,, 1;,els or bolts shall be III ouuide the mcbeure. The ubine door tb,u be 6utd for a Bat WWO'1 type luck. Page-Sp-M — Revtvon Gate. Ckw er 15, 1991 i s . 9.29 IUumwatio..Signab.Elauiul 9,29 IUumioatna.Stgc,h,Electrical 9.29.24(i) Painting lire fsah coal shall be a factory baked 0n wamel light grey io color. TTw g.lra.iaad surface shall be etched before We baked no eumd 6 applied. 71he interior shall be giros a .µme rmisb al of exterior grade of white meal enamel. 44`0 � co fp« Patrm g"U he done m.onforreance wath the p,p•uion<of 5<u•on k 20.302). 9 29.25 Amphrier,Truksfoemer,and Terminal Cabinets (aype.yg9dwMr7� TL.pole mourned tcmenal box shall be made of molded fibetlav,be grey in color.be.Ppmlimstely to- high x 13- 1w6e«• 7I9'wide.5-7/9'day and bare a minimum of 16 br binab 5 We wanioal blocky. TLe boe shall be wnWa tight,hale eared-e..» a pogk door with w.tlnuou hinge .. one side a.J screw i bold downs on We dos, lock{og side. Al bard..,,»W be stainless sled. AU mounting hardw.rr sbaU be stauleas syel and Wall be weid,.tal to the unit price of yrsiml hut. Terminal blocYs sW'� he 600V beae5 duty. Darner euusr. be Ueb terminal sb.0 be srpa,at d by . mules wip. The marker .trip shall be p ucuwendy nuked witb the circuit y, .umber Wdleated to We Plans. Each connector shall be a 9-29.24(2) EleclrirJ Circuit Breakers and Contactors Brew type writs No.10 post cipable of accepting on less than 3 912 AWG wirm fated wild spade dp.. TLe datrluJ wetter breakers and co.Ucwm sb,U he as A<.Psf"^'A'^^t"'sr iodicwted on We cooVact pl..s and dmJ sheets. Me Ir P 9M PC fdlo.ing,q.ipmem sbs0 be featured»ithw We eabinet. goo 1. Alain Ore.,bruk,r 6BbFdiey« 2. Branch cureit tress. } 3. tlotry Nut(120 rth d0 Amp etW)G.F.I.Type .- - a light conuN tm s»itch(120-th 15 Asp) Q"lh µyk< W Wk 5. CntncwrrW)for eleh circuit 6. Double pole bracts b,e ksu)for kghbog ureuiu d W roll) 7. One 1'0 r.U.20 Amp uub pole branch breaker(for na0 w 14wAae Y.,w+.e, sea, .m pugs! «i<svFr».. 43.wbse ♦F..Y.< N^n.um d. T)'pe 5-d.yr pQ 120.2W small put b,al Dean!ss.k'e 9. ae 120 rW W Amp Doak, p,le bracts lower IsipaJ wicel 3. Gbinet doom a)uU be gukutd nth a one p�a<6o1W 10. Complse pedwom for 16 brul.er pole uL ncoprc.c guks and shall mule ,symlmt sy<� if. Name plats pban k lilac,.itb wtute en,rl i step t4 pusm hinger ii.s--dss,rMYrlr-M-prrw•1e�.wk mds bmker wkich skull be red wild. . ke e,us. Ad . tame puss shall be sn.ched by 5S.scn . 12. Meer lose ancdpm art nnasesary k 6, W mkm am NJ At 4 Aa.a6ewn• r-"p6w Btnaswm-1sw.aeeL�'e.7� One apace 12 position wesnaul block s1uU be installed in nrh tetrnwl cabawl and amplifier news i i. Is sm s ,In6K..iw+.,and.J.+sis{"r1wMyr+Mantmms, e,is7 mo"u -N be 9. Mounting aMU be u raced b taw brava �iW InterammKf ns of 2* N glom,-abA se Type a with �w constructed dised of eau Iu nim high • IT with x 1Be dap and iaam.gas.n4aANFb«M�#akasMaalssLLb wuVucyd of rut dumiaum and rated wish Best internal ew-Tran".iY""Auhw-w -e «ti^�ku-rtwt-Titr^a iucY. a,a„<,bsy.-.V4,onse — MLA.+ppre..r>- Ypgc-SP-65 Revision Date:October 15, 1") Lr _l }30 W aler Dbfribulno glaterbb 9-30 Weser Disuibutioo 930.315) Valrt blarlu Posy, Vaoe aurtm pma r"U be imaUed.t th•di.trd'na of 9-30 Water Distribution Materials he CO I. nae .-Para he a tb.W, ben, 0ouW be w•er. oth d b7 fbi wells, shrvb. h u er m,wyb. Tbr nl•e marten sYU be aroud and 930.1 Rpe WsaOef m mofurmaarr`•iah the yacdard Drawings. "Nee marten s,au b, carw:iae mmpme. uU!itf vsartu )]5'a V-G' or 'PP•o••d Nual wvh olue bbd ' 9.3o.1(1) Ductile Iron Pipe •warn. 1. Du.ile wa pipe shill be censnfug"y••••'n 11 foot V.1,mart.pow.h.0 be W acme ron •N th<Plan'or rmminal lm(Ja con;,g W AW WA CIS!and IaU ,Po u l pro„'imu. ' Nvc awmern-mores linmg wnformmg w AJVWA 1 . fined u.Ini Wl 9-30.3(g) Tapping Slm.e and Ville ilre Ag bly Cl". Du.ik inn, piP• 1O Thictrwa Cos+L7 52. � Banged johns a NU be,Standard vlvu .h.0 be •..rnished wth flanged Wla oM AU other duouk wn Pil.+hip M Sunebud Thiekras. Tapping .machined Prol•wor on sM fbng.w m.a wsWwtivna NvtsL oudd gang. of she afpsi Clu+50 or the W:kraa•ilia u.hnwm-k.PWaon with .m.chwcd rcc.. on tM and coolloe Non-rntniord join. shall be rubber L , type,or m.h.niul wnfomunB w A W NC IS bl in the AWWA Standard- for hub L or fnm.h.,ul^+Jmm olnu .NU be u +pcc,f' P•e s the ow,de of IN hub mall Nvc.brg. J. R.,r.Wrdj ll,.+for Uehiµtla Provuiom or u shown W the Pips.. Ib•ge for an.chmL•drillinr anal I The wt npemng o. d, vale. shall be, W9.1 On normal .ve w perma full dam h 9-30.3 Val°es cuss. Tapping slnev- +Nil M rant wn, wwM.r+"a•E cPoay<oaud s.I,or ntne,.PP.lud maurIA.. 9-30.30) Gate Valves 9-50.3 HJ drams Valves shall be d.lgo.d fur•minimum woes op.atmg Fre hednoa sh.0 be Iowa' or .pP�^••d Nuvl. pmsurt of 200 PSI. Gau •elm :NorMdl;lss'• L'ut ld, APprv•al mmt De obuioed prior W bid oPeai g. hlueU.Corepao7 No.A2380,K...rdv, A'W'A CS02 and shall be of APPro•.1 of•dm otb. th.o models spec II"d 'b'U be rue hydnna shall o.form w A baioed prior .o ndard m.nuf.moe and of .P•oon, •Pµoved by sha o o Al 9-1 v1 hid pri usg.•e less lhao 12'W d'amew sha uio C,,o.tusg A9—Y N.a d g•a 24•cut iron gau.d•,goer and.A.ukm, N 9-30.5(1) End Cotmerd+orvs ,a , ,w.r aid larger Gau•fors sha UN:,mta� bl7 with mecbanul Joint •suL Sae W'aw Yaodud.)enU for 12'g 87draoa shall he wuvu<tsd r.uft and V baa vP -UH-tino. ire in bid Proposal al Gau ve.s,U woform w 4W WA C500 and aNU be,tore sroaue.tioa vole. otberwue spse 3 bodl,bmnr mounad,double dui with bmnu wufging dcv,u dauibc cr and 0-ring+tufrwg hot. oM ell wrw ACI O,,uiU CI 0--"Cl`fl.fO1nt or 0angw wn(orm W g'n AW W'A C 130, 9-30.3(3) Butterfly Valves Y 450 or 1'rvC 9-30.5(2) H drant Dirnrlssl0n9 Buucrfl7 •d.a sh&U be Dresser C...relbog. .aw.w.i..w.ak+b.Y�'...g•✓+°"�' csc 13 terflyA%V CSWc W. 15 B be r BuUnly-INn NU he .uiubk for dv.W bull. Shag s.b shall be, saner a.d O-rwL stab.TN iac of sM b WuOY•Iva shall b<the..u I as of - Nc line on w,o.h they w located, n nip or worn gw Val+e openwr still M of da lr.•`yenU IubneuM for i - type, snled. Laak�• and Perm.n Y - dergreund.crvke.V Nv operawr+hall be wnnruc nL w tM sunWrd of tic v.lve nunLI.Ou¢r w wth+and W anLcipsod operating wryvu aM duigr,d w in +ubonergence in gWwsdwur. The C+ntn.or sh+U Pmv'de an dhdrvn of comPli•n• rating tNs the valve fumishod fully wmpb. with AWW'A C50, Page-SPA6 Revlsioo D.a'.October IS- 1991 ' L r �P 1 9.30 water Dwributioa hbterisb 9-30 Water Distributing Alateriab _ krayia.,ti..w�av 0.sa..a A..u...a.:,s Aa+f 6wria.ii.yy.uwhn biwskw - s.rtynga.cne�ar...t..pet. a. . hw..e...d«rrA.e..+.ir i.-.r.aiern.wt �kPrw Foe hydnats sha0 be Corey type (opening wkb tLe p,,re)coarormwg to AWW'A C-50440 wdh a 6 iocb soles sod c ht.V.O.of 5 inches.Me 2 M iacb Issue aga in .dh Ns(ioasl Standard 7 1R thrnds per iacb and one 6 inch pumper settles wild the a" Seattle Pattera 6 tbrnds per inch, 60 degrsa V. 7Dreids, O.D. 7lread 4.975 and - dlameter 4.6263. 1-114' pentagon opersIL4 nut opened by turtiag counter cyockwio(left). All..J.sK U be hoed w h nits,con add up with opetsdeg nut of the sane design"propor ioru u the hydro: ava,not,Caps shall be Uuvdsd to fit the correspondirg ru, J. .M sUU be fiord with ..tubk neoprene gukets for posit;,, ware+tightness under test pressure. 9-30.5(6) Guard Pwts Guard posts for hydMY ahall be provided w cm shoYT on the Plaru (only dr outside rightor."y). Guard posts shad be rev:forced concrete 6 lest in length by 9 inches in diarr.acr. 9-30.6(3; Servia Pipe 9.30.6(3)B Polyethylene Pipe Polyeshyfeoe pipe sh dI oat be wed. t.-e( 0rwatinwF«aedai en6sw -' WrwweA{Mpgryaws-wtlwetis•ywrw,iyss6 9.30.6(3)C Polybutalesae Pipe Polybut.Iss a pitte shall not be used. J Ii.asaur+. im no Is lbsmd� '� ananoc I Page-SPB7 Rensiw Date:October 15, 1991 l I' i I ENVIRONMENTAL REGULATION LISTING I I i i RH2 ENGINEERING, P.S. i r ENVIRONMENTAL REGULATI0NS LISTING RE llIAEMEN75 FOR THE FRSVENTION OF ENVIRONMENTAL POL CES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully vith all provisions of the fol.ow- ing .aus, ordinances, and resolutions: Kin (,0unLV Ordinance No. 1527 requires Building and Land -- eve opmen: iv 5'on and y raLlics Div sion review of grading i and filling permits and unclassified use permi':s in flood hazard areas. Resolution No. 36230 establisht> storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. Kin Court Ordinance No. 800. No. 900, No. 1006 ardResclution i . o. :». . o. o. ana ho. .a ing ounry one it es ana 0 are provzsic115 disposned tion of refuse and litter <z a licensed disposal site and pro- vide penalties for failure :c comply, Review by Division of { Solid Waste. Puget Sound Air pclluticr 'on;rol Agency Regulation I: A regu- iat_on to contro the emission at air contaminants zrom a71 sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and KitsaD Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.W WASiiINGTJN S74TE DEPARTK_rvT OF ECOLOCY W.A.C. 18-02: Requires operators of stationary sources of air — contaminants to maintain records of emissions, periodically re- port.to the State information concerning these emissions from his ope- itions, and to make such information available to the Public- See Puget Sound Pollution Control Agency- Regulation I. A.C.W. 90.48: ..nacted to maintain the highest possible stard:.rds io ensure t e purity of all water of the State consistent vitl� public health and public enjoyment thereof, the propagation ar.d Protecting of wildlife, birds , game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasnnable methods the industries o f and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of 25,000/day for each violation. ' R.C.N. 70.95: Establishes uniform statewide program for handling soli wastes which will prevent land, air and water pollution. Hakes it unlawful to d,imp or deposit solid wastes onto or under the surf-ace of the ground or into the waters of this State except s i At a solid waste disposal site for which there is a valid permit. J .C.N. 76.04.370: Provides for abatement of additional fire haz- , rc anas—upon which there is forest debris) and extreme fire iar,ard.(areas of additional fire bazard near building, roads, campgrounds, and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.H. 76.04.010: Defines terms relating to the suppression or a atemens ox orest fires or forest fire conditions. A.C.W. 70.94.660: Provides for issuance of burning permits for , aoating or prevention of forest fire hazards, instruction or silvic.11tu,aI operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or , c earir.g right-of-way shall pile and burn or dispose of by other satisfactory means, ali forest debris cut thereon, 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. R.C.w. ; ermi La°+s governing surface mining (including sand, grave stone, and -errth from borrow pits) which provide far fees and permits, plan ox operation, reclamation plan, bonding, and , inspection of operations. or W.A.C. 332-18: Delineates all requirements for surface mined ana rec amation. W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining to ana c caring and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902: Author- izes SecTeta7y or Army and Corps of ang:.neers to issue permits to ° any persons or corporation desiring to improve any navigable river at their owr expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Cnntrol Act (PL92-500 tat. : Authorizes the ecretary of t e Army, acting t rough the orpe of Engineers, to issue permits for the discharge . of dredged or fill material into the navigable waters at specified . .disposal sites. Permits'may be denied if it is determined that sucl discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wil life or recreational area! MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act aooroved March, 3 1899: �iaes that discharge ox re ruse without a permit ito navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a par- Tian of the fine. .2- PERMITS REQUIRED..FOR THE PROJECT AIL_. AS FOLLOWS: YIN[ COUNTY BUILDING AND LAND DEVELOPMENT DIVISION y Kin Count Resolution No. 25799 requires an unclassified use p ermrt or xa nag, quarrying 'aacludiag borrow pits and associ- ated activities such as asphalt plants, rock crusher-) and refuse disposal sites and provides for land reclamation subse- quent 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 eotstruction on tate s�Tiore,ines. Per it acquired by Public Works and reviewed by Building and Land Development Division. - Xin County Ordinance No. 1488 requires permit for grading, land :a s, grave pats, oumpang, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES ANL GAEB Chr. ter 112, Lt_ws of 1949: Requires hydraulics permit on certain ct" piolecti. —[�' t ounty epartment of Public Works will obtain.) WASHINU,ON STATE DEPAR?TENT OF 3C0LOGY W.A.C. 173-220: Requires a National Pollutant Discharge Elimination y stem permit before discharge of pollutants from a point source into the navirble waters of the State of Wasnington. W.A.C. 37:-26: Permit to discharge commercial or industrial waste eaters intestate surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity.) W.A.C. SCB-12-100: Requires permit to use surface water. W.A.C. 509-12-190: Requires that changes to permits for water use be reviewed y t. e Department of E-ology whenever it is desired to change the purpose of %se, the place of use, the point of withdrawal and/or the diversion o? water. W.A.C. 558-12-220: Requires permit to use ground water. W.A.C. SOB-12-260: Requires permit to construct reservoir for water storage. W.A.0 SOB-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood contro tore. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.) . -3- Tom' wii J v! 1 ar mc i _PERMITS RECUIRED FOR ;};E yRp,7V CT _ Continued h WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except ' tot small outacor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.M. 76.04.150, ' 76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.N. 76.08.D30: Cutting permit required before cutting merchant- a e t:m er. R.C.W. 76.08.275: Operating permit required before. operating power equipment in dead or down timber. R.C.W, 78.44. 080: Requires permit for any surface mining oprrz- , tioa Linclucing and, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 1D of River &,,d Narbcr Act o£ March 3 1899: Requires permit roe construction other tnan riages, see' S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT , R.C.N. 52.28.010, 52.2B.02D, 52.28 ,SD, 52.28.040, 52.28.050: rovites autnority_ xor, requiremen. s or-and penalties for tailure to secsre a fire permit for bailding an oper. fire within a fire protection district. UNITED STATES COAST GUARD , Section 9 of River and Harbor .Act of March 3 1899, General Brid e Act o Marc o and enera ridge Act 0- 6 as amenaea Au ust a equares a permit for coast:..z1or, of orIage- on ' %avrgao a waters (King Cranty Department of Public Works will obtain). Ling County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970, PUGET SOUND AIR POLLUTION CONTROL AGENCY Sectio r, 9.02(d) (2) (iii) of Ae¢ul atior I: Request for verifica- .ion o_ popu anon ensity. oat'[`iactcr should be sure his opera- t_ons are in comp cu liance with Regulation I, particularly Sec-.Jon ' 9.02 (outdoor fires) , Section 9.04 (particulate natter--dust) , and Section 9.15 (preventing particulate matter from becoming airborne) . 4- J PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 60 Chapter 1c, Part 61: Requires that the Environmental rotection Agency oe notified S days ,.:ior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than S dwelling units) . The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available :or inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall b. included in a Bid Prices and to additional compensation shall be made. All pewits will be available at construction site. III -S- 1 rl 1 r R • a �� 3� ��+ ..' t �/� t 4 � r._ -_. _ _. .... — __ t 1 A t • � 1 t I y, i , �. Y t `. ','tl ..+. +.... s _y �.'� i � "9 �, � it � e -t t w�f � • k ,f � -. .. ,� .• { .. - {��. - � it K y TABLE OF CONTENTS DIVISION 1 GENERAL 1.1 Scope of Work _ .......................................................... 1 f{I` 1.2 Slanoard Specdcalionit ........ 1.3 Contractes Duties ....... ................................................. 1 ..................................................... 2 _ 1.4 Premnslrudgn Requirememt............. 2 1.5 Sut)mmal and Slop Drawings.......................... ................................ 3 1.6 Substitutions ..... .......... 1.7 Surveying and Stakirq ............................................. ........................................................ 5 1.8 Pollution Control ........... .........................................I.....1 5 1.9 Removal of all Debris,C eanin g etc. ......... 1.10 Commencement of Work on Plic and Private Right -Wa......••......•.............• 5 f. . Y .............................. 6 '. 1.11 Temporary Facilities............................................................ 6 1.12 Temporary Uti flies.. ......... 6 ................... 1.13 1.14 -stab and Facility Startup manuals ............................................. ... 6 Operatbn and Maintenance Manuals ............................................... 8 1,15 As-Buis'Drawings ........ 9 1.16 G7aramees and Wananlies ...................................... 1.17 Security 9 nry.... ..... ....................................................... 10 1.18 Traffic Control . .... . DIVMM 2 SITEwORK 2.1 Classilcatbn ................................................................. 1 2.2 Structural Excavation ..................................... - 2.3 Wring 1 vig ..................................................................... 1 Badd 2.5 Control ll anu Redoing ....... ................................................... 2 2.6 Landscaping Water .............................................................. 2 22.7 Landscaping ................................................................. S .7 Ferxurg..................................................................... 7 010 . DIVISION 3 CONCRETE 3.1 Testing .... ......................................... 1 x 3.2 Concrete Materials and Characteristics .............................................. 1 3.3 Concrete Forms.... ........................................................... 2 3.4 Reinforcing Steel .............................. -- 3.5 Cast-in-Place Concrete 2 3.6 Embedded hems ............. ... 2 3.7 Vapor Barrier and Water-top ..........................•• 4 ..................... ... . ......... ........................................... 4 3.8 H.:i-ShnrY�Grout.............................................................. 5 3.9 COrKrete Finishes ................... j rF- 3,10 ,ecrete Denssy Fill .............................................................9 3.11 1`1ecase Concrete ............................................................. DIVISION 4 (Not Used In This Contract) DIVISION 5 (Not Used in This Contract) DIVISION 6 (Not Used In This Contract) ) DIVIF 'N 7 (Not Used In This Contract) DIVISION 8 (Not Used In This COnlrect) DIVISION 9 FINISHES 1 9.1 General ...... ............................................................... I 9.2 Submittal' ... .. .............................................................. 1 9.3 Sudaoe Preparation ............................................................ 1 9.4 Coaling Qualtv .................................................. 2 9.5 WaS.e Products ............................................................... 2 9.6 Substitutions ................................................................. 2 9.7 Color .. ................................................................... 3 9.8 Mate,uds .... ................................................................ 4 1 9.9 Inspedtibn ........................................ 4 ' ...... ..................... 9.10 Compaw"d coon coo ............................. I..................... 9.11 Acceptence ............................................ DIVISION 10 SPECIALTIES ' .............. . ................................. ...... t 10.1 General............... ......................... i .. 10.2 Submttlalb.......................................... DIVISION 11 EQUIPMENT ............................. 11.2 Submihals . . . ... ............................ 1 11.3 Submersible NomClog Pimps .................................................... 6 11.4 Pump Removal Rail System ......................• .................... 7 11.5 Decommssioning of Existing lih Stations ........................ 2 uxam mecnmc 1 I 11.6 Wet Well and Pipe Cleaning ........ . ....... . ............................... . 11.7 Sump Pump ............ .. .................... . .............. 9 DIVISION 12 (Not Used In this Contract) DIVISION 13 (Not Used In this Contract) NVISION 14 (Not Used In 013 Contract) ii DIVISION 15 MECHANICAL 15.1 General 15.2 Subm.-ftas 15.3 Pipe and Pipe Fittings . .. ....................................................... 15.4 Valves and Appurtenances ....................................................... 3 15.5 Inspection and Testing . ......................................................... 6 DIVISION 16 ELECTRICAL 16.1 General..... .. .......................................................... 1 16.2 Submittals 2 16.3 Contract Documents 2 16.4 Grounding ................................................................... 3 16.5 Test Haports 3 16.6 Raceways ................................................................... 3 16.7 Wire and Cable 9 16.8 Service and Maturing .......................................................... 14 16.9 Wiring Devices ................ ........................................ ... 17 16A0Lighting ...... .............................................. ......... .... Is 16.11 Pump Control Panels ........................................ . 19 16A2Yeleplione Services ............................................................ 29 DIVISION 17 AUTOMATIC CONTROL 17.1 Scope of Work I aW 17.P Functional Description 1 17.3 Remote Site Recivirenim............................................... ..... 17 .......... 1 .4 Equipment Panels 2 17.5 Normal Power Supply ....................I..................................... 3 17.6 NameplalLr 4arr3 Tap w4$VAN L$pft ......................................... 3 17.7 Line PlotWicin Units 17.3 Terminal Stocks 3 4 5 11.9 Wiring ............................................................... 4 , 17.10 Relays """'..................................................................... 4 17!?11 Pushbudorie ................................................................. 4 17.12 Selector Switch .......................... S '..................................... 17.13 Signal Gakingning ............................................................ S 17.14 Testing and Startup ............................................................ 8 17.15 Factory Test ............................................... ' 8 17.16 On-She Tests ................................................................ 6 17.17 Startup .......... ............... 7 17.19 Operation and Maimnnarre Manuals ............................................... 7 ' 1720 Genaral Operation and Maintenance ManuaB .................................. 7 1721 Tec:inica.Service Manual ....... ... .................................................... DI'ASION'd MEASU.11EMENT AND PAYMENT IS.. Payment . , ................... ................................... i 18.< 3,hem Nos.1 and 8- Mobilization,Demobilization,She Praparegon and Clean-up .... 1 18.3 Bid Waco Nos.2 and 9- Site Wodc and Utiltties .. . .. .................................. 1 18A Bid hem No.3-Secondary Containment System ...................................... 1 18.5 Bid item Nos.4 and 10- Mechanical , ............................ 2 18.6 Bid hem Nos.5 and 11-Electrical................................................. 2 18.7 Bid hem Nos.6 and 12-Comrd .................................................. 2 18.8 Bid hem No.7-Shoring ...................... , ................................. 2 18.9 Bid hem No. 13-Paving ................. STANDARD PLANS CONSTRUCTION DRAWINGS 4 i y� r ~ l SPECIFICATIONSTECHNICAL 1 DIVISION rt GENEhAL t CONDITIONS i t { ,till y,_ a 41 Division 1 GENERAL a 1.1 Scope of Work ay. Work under this contract covers construction shown wd described on the Plans and Project Specifications. Work incidental and ne and as shown on the Plans cess>ry to mmpletior. of work described shall be completed unaer the bid items listed and no other compensation will be allowed Damage to existing utilities or property will be repaired ur replaced at the discretion of the Owner. A. Submittals Submittal information shall be prodded TO the En required by the Engineer. gineer by the Contractor for the I. l foilowing items. Additio.tal info•.nation shall be provided by the Contractor if .- a. Required permits b. Statement of Intem to Pay Prevailing Wages c. Testing schedule d. Operations and Maintenance Manuals e. As-Built drawings f. Traffic control plan g Guarantees and warranties 1.2 Standard Specifications Work under this contract shall be performed in accordance with applicable sections of the current Standard Specifications for Road,Bridge rnd Municipal Co State Chapter, American publi nstmction,Washington c Works Association, and Washington State Department of Transportation, hereafter referred to as the Standard Specifications. Certain other referenced standards used in this specification are from the latest editions of, AWWA American Water Works Association ANSI American National Standards Institute ASA Amencan Standards Association A American Society for Testing and Materials AISC ISC American Institute of Steel Construction ACI American Concrete Institute "wn*n+uwrawaawwmrrv,w.iue 1-1 .+' I slim October 1992 Division 1 -General ---------__._—. Cfty Of Rento., —_-- 1992��R station�'vProvements 1.3 Contractor's outles Provide and pay ''or all labor, materials and equipment, tools, construction a lipmen[, machinery, fuel, and other facilities and services necessary for proper execution and , completion of this work. Give all required notices and comply with all codes,ordinances rules,regulations,orders, and other legal requirements of public authorities which bear on the performance of this work, 1.4 Pre-Constructlon Requirements A. Permits and Licenses The Owner will secure and pay for the permits listed on the General Notes at the end of Division 1. iThe Contractor shall acyuve and pay for all other rroits,such as eleetncid Plumbing permits,transportallon permits. Permits, and all other a::ng to burning Permits,wage and hour regulations Permits rela:�ng to the an of this project. , A copy Of the Owner-acquired Permits are available at the Ownei s office for examination by bidders. Conform to the requirements )f these Permits and all other notmns issued for this project. In the event that some Owner-obtained Permits err not available for inspection prior to bid opening, for those provisions all bidders shall be held responsible bid opening. Additional Permits that are not available to the bidders at the time of the onal provisions or requirements of these permits that are determined after bid opening will be negotiated by Owner and surcessfal bidder. B. Easements Meet and fulfill all covenants and stipulations of each easement Obtained by Owner for this project. Copies of all easements and special covenants are on file in the office Of Owner, C. Pre-construction Conference Owner shall schedule a pre-constructon conference not more than 10 days after the notice proceed is issued. Resent o be the o at the meeting to represent the Contractor will - official in -harge of the project,project superintendent, a representative with -- 1-2 wwem nw�svoncwvm i"ana i F r I City of Renton octobsr 1992 1992 Lilt Station Improvements Division I—CW"nal , `. authority to speak for each of his principal subcontractors, and other representatives F as he n ay deem expedient. Owner and his representative shall be present as desired. 'e y 1.5 Submittal and Shop Drawings �. Shop drawing submittals are required for all items installed on this contract. Submit the required number of copies of each submittal to the Review Engineer at: I�I R112 Engineering,P.S. I� 8383 158th Avenue NE, Suite 200 Redmond,WA 98052 Submittal data for each item shall contain sufficient information on each item to determine if it is in compliance with the contract requirements. Items that are installed in the work that have not been approved through shop drawings process shall be removed and an approved product shall be furnished, all at the Contractor's expense. Shop drawing review will h< limited to general design requirements only. and shall not relieve Contractor from responsibiliq for ^rrors or omissions, or responsibility for consequences due to deviations from the contract documents. No changes may be made in r tm.ioal after it has been reviewed except with written notice and approval from Owner. I Shop drawings shall be submitted on 81/."x t 1", I I" x 17",or 22"x 34"sheets and shall contain the following information: 1. Project 2. Contractor 3. Engineer 4. Owner 5. Applicable specification and drawings reference. 6. A stamp showing that the Contractor has checked the equipment for conformance with the contract requirements, coordination with other work on the job, and dimensional suitability. 7. �,place for the Engineer to place a 3"by 4"approval stamp. Submittals will be reviewed as promptly as possible, and transmitted to Contracto• not later that 20 working days after receipt by the Engineer. Revise and submit as necessary. MMI]n AttVPECb�1ECW�Mm,1,liWTf6]p 1-3 x�4m. h Ocfobor t992 City or Renton Division r -General 1992 I-M Station 9nprova,nents Delays caused by the need for resubmittal shail not be a basis for an extension of contract time or delay damages. Throe(3)sets of shop drawings will be resumed to the Contractor after review. Shop drawings and submittals shall contain the following information for all items: i 1. Shop or equipment drawings, dimensions, and weights 2. Catalog information I 3. Manufacturer's specifications 4. Special handling instructions S. Maintenance requirements 6. Wiring and control diagrams 7. List of contract exceptions By approving and submitting shop drawings and samples, Contractor thereby represents that he has determined and verif d all field measurements, field construction criteria, materials,catalog numbers,and similar data,and that he has checked and coordinated each shop drawing with the requirements of the work and of the contract documents. Owner will pay the costs and provide review services for a first and second review of each submittal item. Additional mview3 shall be paid by Contractor by withholding the appropriate amounts from each payment estimate. 1.6 Substitutions A. Prior to Contract Execution Before execution of the contact, the Owner shall consider written requests from product suppliers or prime bidders for substitutions. All requests must be accompanied by drawings and specifications in sufficient detail to allow the Owner to "—c mine whether or not the substitute proposed is equal to that specified. All requests shall include a listing of any significant variations in material or methods from ttiose specified. If there are no variations, a statement to that fact shall be included in the request for approval. The determination as to whether or not a proposed substitute is equal to that specified shall res- solely with the Owner. Approval of alternatives and/or equal products will be only by addendum. The bidder shall include, in his proposal, all costs for modifications required to adopt the substitute. 1-4 Wain awxcla,Raanoa„nw Isar i x .a City of Rxnton octoosr 1992 1992 Lift Station Lnprovaments Division 1 -General B. After Contract Execution Within 30 days after the date of the contract,Owner shall consider formal requests from Contractor for substitution of products in place of those specified. Submit two copies of request for substitution. Data shall include the necessary charge in construction methods,including a detailed description of proposed method and related drawings illustrating methods. An itemized comparison of proposed substitution with product or method specified shall be provided. In making a request for substitution, Contractor represents that he has personally investigated proposed product or method and has determined that it is equal or superior to, in all respects, the product specified. Contractor shall coordinate �11 installation of accepted substitutions into the work, making changes that may be required for work to be completed. Conractor waives all claims for additional costs related to substitutions which consequently becomes apparent. 1.7 Surveying and Staking Contractor shall be responsible for surveN 18 and staking,and will stake out locations of the permanent easements,temporary easements,righhs-of-way, and other major facilities shown on the Plans and establ' n bench marks at locations to be designated by Contractor. If Owner sets stakes,points, u. marks.Contractor shall protect and preserve them in their original conditions. If stakes mid Markings are destroyed or defaced by Contractor's operation before their use is ended,cost of replacing them will be at Contractor's expense. 1.8 Pollution Control Adhere to all requirements of federal,state and local statutes and regulations dealing with pollution. Permit no public nuisances. Use only use approved dump sites,and present proof of approval upon request. ' - 1.9 Removal of all Debris, Cleaning, etc. At all times,keep the construction area clean and orderly and, upon completion of work, I _ leave buildings broom clean and all pans of work clean and free of rubbish and excess material of any kind. Leave fixtures,equipment,walls,and floors clean and free of stains, paint or roofing splashes,or other marks or defects. Upon completion, restore site of all MWwork or equipment and material storage areas to their original conditions. Remove all miscellaneous debris, rocks, etc. resulting from work and dispose of it it. a manner gEM9P ACwFFUf4W ONN1 N,�9551F 1'5 J x October 1992 city of Ramon Division 1-G.neni! 1992 1I t SWIM Improvements satisfactory to Owner. The site, through the progress of construction, shall be kept as clean as possible and in a neat condition. 1.10 Commencement of Work on Public and Prlvatb Right-of-Way Do not start work on any public or private right-of-way or casement until clearance is given by Owner It wIl! he the responsibility of Conrctor to comply with any special requirements of any permit for the project acquired by Owner. , 1.11 Temporary Facilities Contractor shall be responsible for construction and location of field offices, necessary - water for construction-related fur protection, necessary gates and barricades, fences, handrails,guard rails,and securities required by this contract,or by laws and reguiations. Sanitary facilities adequate for all workers shall comply with all codes and regulations. Provide shelters and dry facilities for workmen as required. Ensum that all guards,marks, shields, protective clothing, rain gear, and other equipment required by law, ordinance, labor contractors,OSHA regulations, and other regulations for the maintenance of health and safety oc supplied. Supply first aid kits and equipment as required by law. A: the close of this contract, pay utility bills that are outstanding, remove temporary electrical, sanitary, gas, telephone and water facilities, and other temporary service equipment that may remain. In addition, arrange for transfer of electrical and water accounts to Owner's name. , 1.12 Temporary Utilities Contractor shall be responsible to provide an adequate temporary electrical system. This system shall be ar.anged by and all costs paid by Contractor. Make , ogements for and provide necessary facilities for the necessary water supply for his cm. ,tinn at hu own expense unless otherwise provided. 1.13 Testing and Facility Startup - A. schedule The placing of all improvements in service shall consist of three pacts: testing, starting, and operation. Not less than 30 days befog. the anticipated time for 1-6 rLe�mams�s�rtwrnam��wnae 1� { 6� i♦ �t III r City of Renfon October 1992 1992 Lin Station tmprovements Otvlslon 1-General beginning the testing, submit to Owner for approval a complete plan for the following 1. Schedules for tests 2. Detail schedule of procedures for ,rut 3. Complete schedule of events to be accomplished during testing 4. An outline of work remaining under the contract that will be carried out concurrently with the operation phases B. Contractor's Responsibility All testing, startup, and operation shall not be cause for claims for delay by Contractor and all expenses accruing therefrom shall be incidental to this contract. Make arrangement for materials,supplies,and labor necessary to efficiently complete testing, startup, and operation. Pay power and utility bills up to and including day of final acceptance of contract by Owner. If not paid, these charges shall be treated as claims against Contractor. If Owner chooses to commence operations prior to the final acceptance, Owner will assume payment of power and utility charge:effective the day that operation is assumed by Owner. C. Test"q Where specifications require work to be specifically tested or reviewed, it shall not be tested or covered up without timely notice to Owner of its rea"'.e-cs for inspecnon. Should any work be covered up without notice, approval, it consent, it must, if required by Owner, be uncovered for examination at Con:actor's expense. Where work is to be tested, necessary equipment shall be set up and work given a preliminary test so that any and all defects may be discovered and repaired prior to calling out Owner for .est. Testing shall consist of individual tests and checks made on equipment intended to provide proof of performance of unit and proper op-ration of unit conv,d together with necessary tests to show system operation. Ensure proper alignment, size, condition,capability,strength,proper adjustment,lubrication,pressure,hydraulic test, leakage test,and other tests deemed necessary by Engineer to determine that materials and equipment are of specified quality, properly situated, anchored, and in all respects, ready for use. Supply certificates required by these spocificaiions by the manufacturer's representatives to Engineer before startup. Test piping as required by specifications and applicable codes. Tests on individual items of equipment, such as pipelines, structures, controls, and other items shall be flFMI]71•A3R4PFG'1Rp40N mlll/I{@ISy 1-7 } Ot:rober 1992 City o1 Renton Division 1—General 1992 Lit Station improvsmants as necessary to show pr .per system operation. Testing will be done by Connector in the presence of Engineer. Records of official tests will be made by Engineer. During these tests, correct any defective work discovered. A Startup Startup: testing operational equipment and controls by simulated operation. Purpose of tests: check tha, equipment :rill function under operating conditions, that all interlocking ntrols and sequences are properly set,and that facility will function as operating unit. Checks for leakage of to piping, valves, and other hydraulic systems and structures shall be made. Factory representatives of all major units shall be present for the startup phase. The test shall_onanue until it is demonstrated that all functions of controls and machinery are corrected. Startup shall not begin until all tests required by these specifications have been completed and approved by Owner. E. Operation Operation of the facility shall be immediately started after completion of testing and startup, and after satisfactory repairs and adjustments have been made. 1.14 Operation and Melntnnance Manuals Before payment receipt of a for more than 80 p p y pereent of the we rk,deliver to Owner five sets I of acceptable manufacturer's operating and maintenance ins mctions covering each piece of mechanical and electrical equipment, or equipment assembly, furnished under this contract. Each set of instructions shall be bound into nvwtiple volumca; each volume to be complete with index and bound in a suitable hand-cover binder. Binders shall be equal to National 98-381. Manuals shall be assembled and indexed so that information on each piece of equipment can be readily found. Operating aad maintcn::nce i^svuctions shall include, as a minimum, the following dam for each item of mechanic: id electrical equipment: 1. Complete as-censnuct,.a elementary wiring and one line diagrams. 2. Recommended spare pans. 3. Complete parts list, by generic title and identification number, complete with exploded views of each assembly. 1-8 vtrn,:naaartrnsrrJ,a�vem i,:+ssoisx "t.y of Benton October 1992 t92 Lift S4eflon Improvernarfa _ Olvhrlon t - .'ene.2/ 4. Lubrication schedule including the applicable lubricant designation available from die Stan,' ? Oil Company of Catifomia. 5. Recommended preventive maintenance procedures and schedcles. Jil; 6. Disassembly and re-assembly instructions. 7. Name, location, and telephone number of the nearest suppliers and spare parts warehouses. ' 8. Recommended trouble-shooting and startup procedures. 9. Recommended step-by-step operating proceduss. 10. All manufacturer's warranties. 11. Equipment specifications and guaranteed rtrfomiance data. General manuals which describe several items not in contract will not be accepted unless all references to irrelevant equipment is neatly eradicated or blocked out. 1.15 "As-Built" Drawings Prior to receiving final payment for work, deliver a complete set of acceptable "as- constructed"arawings to the Owner. Drawings shall be made on clean,unmarked prints for this project in accordance with the follcwing standards: yellow markings or highlights = deleted items red markings = new or modified items f blue markings or highlights = items that are consistent with the design drawings (not changed). Provide "as-constructed"information on all items and work shown on the Plans showing details of the finished product including dimensions, locations, oudines, changes, manufacturers, etc. Information must be in sufficient detail t- Ilow Owner's personnel to locate, maintain, and operate the finished product and its va..ous components. 1.16 Guarantees and Warranties i ' Secure and deliver to Owner all equipment warranties and other warranties and guarantees as may be required for equipmen; and processes. Delivery shall be dope a, one time covering all major and minor equipment warranties. MMQ"r .maarM"C.ON.MI "IM ISM 1-9 J October 1991 Olt_Ision t_Gdaeral City at RimM1e 1992 Lift Station Imptottillyftle 1.17 Security roject shall 'Ise Owner's standard lock and key. Replace construction All locks on this p I lock coma with Owner's compatible locks before final acceptance. , 1.18 Traffic Control The Contractor shall provide tratTic control as specified in tine ApWA/WSDOT Standar Specifications Section 1-07.23 'Traffic Control" and as reyuucd by all Slate andity C d regulations when performing work within the Maple Vall Parking attar. The Contractor ey Highway, local streets, or shall coordinate the preparation, review, approval, implementation, and inspection of traffic control plans and activities. No work shall be performed within the Maple Valley Highway,local streets,or control plan has beets -PPmved. parking areas until a traffic y 1-10 , FtM T 8N-9✓[CSiIFCMOY.yI I I��I!M ' 7 r I F CONTRACT GENERAL NOTES tr Schedule A Schedule A t , Owner Acquired Permits F Building Permit Pending Pending SEPA Determination On hand On hand 1 Substantial Shoreline Development On hand Exempt Contractor Required Permits Statement of Intent to Pay Prevailing Wages Temporary Hydraulic Dischargc Grading ■ Paving - ! Disposal Electrical Plumbing Righ:of-Way 1 Shop Drawings Number of Copies 5 5 _ Review Engineer David A.Della David A.Della Surveying and Staking Responsibility Surveying Responsibility Contractor Contractor Staking Responsibility Contractor Contractor , As-Built Responsibility Coniraciar Contractor i i �■■ 1 T I 1 w if!\apps\excel\data\ren\CW-DI V 1.XLS r i TECHNICAL SPECIFICATIONS DIVISION 2 SITEWORK 1 , Y a d DIV,S/o7 2 SITEWORK 2.1 Classification If excavation materials are not classified in Appendix A,then all excavation on this project is unclassified. The terms 'barthwork" or"excavation" includes all materials excavated or removed, regardless of type. ' A. Suomittals Submittal information shall be provided to the Engineer by the Contractor for the following imms. Additional information shall be required by the Engin=. provided by the Contractor if 1 a Dump site permit(s) b. Shoring plan C. Eackfill d. Dewatering system plan. r. Temporary hydraulic discharge permit f. Toes and sod g. Fencing �r It. Paving 2.2 Structural Excavation Structural excavation shall include clearing, g. I excavation necessary'to construct improvements shown. Structural excavation shallinclude removal of abandoned or interfering utilities or structures. Excavate to depth necessary to complete I,I work as shown on Plans. ' Obtain all Permits for offsite disposal of excavation material. Submit a copy of all permits and Icaation of each disposal site to the Engineer. 2.3 Shoring I Where shoring, sheet piling,sheeting, bracing,lagging,or other supports are necessary to Prevent cave-ins or damage to existing structures, it shall be the responsibility of the Contractor to design, furnish, place, maintain, and remove supports in accontance with applicably law codes, and `ety requirements including Chapter 296-155 of W-AC, "Safety Standards for Cons: on Work, Pan N, Excavation, Trenching, and Shorting". Design,planning,installation,and removal of sheeting, sf tiring,sheet pilmv.lagging,mid 6 NEW,-"AN3PECT1EG40N4911n�Y160) 2.1 I October 1992 City or Renton 4 - Division 2-Sitawork 1992 Litt Station Improvamonts , it bracing shall be accomplished in such a manner as to maintain the undisturbed state of soil below and adjacent to excavation. 2.4 Baokflll and Bedding All backfill and bedding material shall bear on fm.i subgrade. Suitability of subgrade preparation shall be uetermined by the engineer. Stabilizing material may be required by the Engineer. , ` Requirements for backfill and bedding materials shall be as specified in the associated _ reference. See Sitework General Notes at the end of this Division for material specification reference. 2.5 Control of Water A. Dewatering Systems The Contractor is to determine the scope,type,size,gtantiry,method of installation, operation, and removal of the dewatering system necessary to keep the building excavation ,ite dewatered to an elevation below the base of the excavation sufficient to stabilize the soils in the excavation and the surrounding areas. The dewatering system must be positioned away from all building and utility construction so as to not become a pan of the permanent facility. The control of groundwater shall be such that softening of the bottom of excav3dons, i+ or formation of quick conditions or boils during excavation, shall be prevented. Ground water shall be lowered to 3 feet below the base of the excavation at all times. ' Determination of unsuitable soil conditions,(for backfilling)within the excavation(to support the srructure) shall be determined by the Engineer. The Contractor shall be - responsible for determining the stability of the excavation for performing worx, placing materials,and proceeding with construction activities. When the dewatering system does not meet the specified requirements,and as a consequence to loosening , or disturbance of the foundation soils, instability for the slopes, or damage to the foundation or structures occur, the Contractor shall at their own expense, supply all materials, labor, and equipment, and perform all work required for the restoration of foundation soil, slopes,or structure to the satisfaction of the Engineer. The Contractor shall prepare a detailed dewatering system plan and submit it to the Engineer for review prior to the installation of any dewatering system. This plan shall include, as a minimum, ;he scope, type, size, quantity. method of installation, operation, and removal of all dewatering systems to be used. 2-2 flFM,]TA(WVECS,IECNDNY@"I'M IW7 , .J City of Renton October 1991 1993 Litt Station Improvements _ Division 2-Sltework Precautions must be taken by the Contractor to ensure that any partially completed structure will not be made to float during construction. The dewatering systems must be operated continuously to prevent flotation or uplift of the structure until it is sufficiently heavy to resist hydrostatic pressure. The Contractor shall famish,install,and operate all necessary machinery,appliances. and equipment to keep excavations free from water during construction, and shall dewater and dispose of the water so as not to cause injury to public or private 1 property or to cause a nuisance or menace to the public. The COM,iCtOr shall at all 1 times have on hand sufficient pumping equipment and machinery in good working condition for all ordinary emergencies, including power outage, and shall have available at all times competent workmen for the operation of the pump equipment. The dewatering system shall not be shut down between shifts, on holidays or weekends,or during work stoppages, without written permission from the Engineer. _ The Contractor shall install additional dewatering sys•:ms, pumping equipment, and discharge systems as necessary to effectively stabilize the excavated slopes and the base of excavation. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils, including fines (silt-sized particles). A Contractor designed temporary above ground sediment pond or other control measures shaii be installed,as required, to control and prevent siltation. During excavation, construction of the structures, installing of pipelines, placing and setting of concrete, and excavations shall be kept free of water except as specified. The Contractor shall control surface run-off so as to prevent entry or collection of water in excavations. The quality of all surface and ground water discharged from the site shall meet all State and local requirements. The Contractor shall employ all means necessary to remove suspended solids,oils,trash,and other deleterious materials from surface and ground water prior to discharging. All systems of dewatering installed by the Contractor shall be removed and all holes backtilled in accordance with applicable Fedr-ral and State regulations. J r' B. Sedimentation Clean up Contractor shall clean up and remove all sedimentation accumulation or puddling of water that creates a nuisance as determined by the Engineer. Clean up shall take Place immediately after identification of such a problem and action sha4 be taken to avoid further occurrence. ' �Frl.+m.mmV[cnrEpWN.aw+�nwibr 2-3 — Octooaf 1992 city or Renton t Dlvlalun 2-Sltework 1992 Llrt Station lmprovaments C. Discharge of Clean Water The discharge of water from the Contractcrs dewatering system shall be a! the j,. location shown on the plans or, if not shown, removed from the project site and _ discharged at an approved location. The Contractor shall furnish,install,and maintain all erosion control materials to prevent the removal of existing vegetation, soils, or structures at the point of discharge and in adjacent areas. Properties adjacent to the project site shall be protected from stdiment deposition. Properties and waterways downstream from the point of disa,arge shall be protected by the Contractor from erosion due to increases in the volume, velocity, and peak `.ow rate of stormwater runoff or dewatering water discharge. In no event shall the discharge of water cause a violation of turbidity or any ether State water quality standards. D. Discharge of Contaminated W.der There is a possibility that the groundwater in the vicinity of the excavation could be contaminated with sewage from the exkung Ifft station. If groundwater contaminated with sewage is encountered by the Contractor, the dewatering system shall be assembled to collect and discharge the cone minatea water into the existing lift station as approved by the Engineer. A permit may be obtained from Metro to discharge of groundwater contaminated with sewage into the existing lift station. If dewatering wells are used by the Contractor to remove groundwater from the subsurface around the excavation, the initial quantity of turbid water normally encountered when developing the well may be discharged into the existing lift station if a permit is obtained from Metro prior to discharge. - If the Contractor intends to discharge groundwater from a dewatering system into the Cedar River or other receiving body of water,a temporary hydraulics permit shall be obtained from the Department of Fisheries by the Contractor prior to discharge of any , water. The Contractor shall abide by all conditions of the temporary hydraulics permit and not violate water quality standards. Turbid groundwater removed from the excavation by sump pumps shad not be discharged into the existing lift station without a permit and approval by the Engineer. r 2-4 ncr.+,:nao.marEcsmcworvam,a,w.,nr , �l Cltv or Renton October 1992 1992 Lill Station Improvements On 4em 2-Sltawotk 2.6 Lardscaping This section includes labor,equipment, and materials necessary for planting and staking of -ces, sodding, :nnd irstallation of planting soil, fertilizer, mulch, and all rela,cd items as shown on the Plans or specified herein. ' Contractor shall be responsible for protection of existing utilities and shall repair damage at his expense. Conform with the following Standard Specifications,except as supplemented or modified hereinafter. 1. Plant names: Report, issued by American Joint Committee on Horticrlturai Nomenclature win hereinafter called AJCHN. lames not present in this listing shall conform to accepted nomenclature in die nursery trade. 2. Quality standards: "American Standard for Nursery Stock;'issued by the American Nadonai Standard Institute and hereinafter called ANSI Z60. 1-1073. A. Plants ' Plants Mall be normal habit or growth, healthy, vigorous and free of disease, insect eggs ar,d larvae. Do not prone plants pruned prior to site delivery. Handle in accordance with the Code of Standards of American Association of Nurserymen. Plant size shall be at least equal to the mourmm size specified. Undergrade plants shag 1 be removed and replaced prior to final acceptance. Container stuck shall have been grown in its delivery contain:for not less than six (6) months, but not for more than two (2) years. Root-bound material will not be accepted. B. Plant Placement Balled and burlapped stock (B&B) shall be dug with Erin, natural balls of earth of sufficient diameter and ,pth to encompass fibrous and feeding root systems necessary for full recovery to plant. l7irmly wrap balls with burlap and bind with twine and wire mesh as per American Association of Nurserymen standards. Bare root stock (BR) shall be dug and the earth removed without injury to fibrous root system necessary for full recovery of plant. Cover roots with thick mud coating by puddling and/or wrapping in wet straw, moss or other suitable packing material immediately after digging. Keep plant protected until planted. Plants with roots dried from exposure are not acceptable for planting. xmirn.m.ouuecs.to..orvaQ v,winm 2-5 I x October 1992 City o/Renton , - Division 2-Sltework _ 1992 Lift Station Improvements ' a t " C. Sod 1. A blend of 70 percent merion bluegrass and 30 percent red fescue. ' 2. Contain no more than 1 percent of other grasses, none of which shall be of coarse undesirable variety. 3. Not less than 10 months old nor more than 30 months old and shall be healthy and have a dense, vigorous, well-developed root structure. 4. Not more than 24 hours old before delivery to the job site, and cut into 18 inch , wide, 1 inch thick strips, rolled and loaded on pallets or as approved Planting soil shall be composed of 1/3 organic compost and 2/3 sandy loam,screened and thoroughly mixed together. Sandy loam shall be naturally occurring surface soil with minimum 60 percent %and content. No rocks or debris over 1/2 inch shall be evident. The pH factor of the soil shall be between 5.5 and 7.5. The soil shall ' contain the following minimum in pans per million: nitrates 2,phosphates 2 1/2 and potash 5. No trace of nitrates shall be present in sulfates over 100 ppm. Humus shall be unfrozen, friable,natural ground peat moss that is free of lumps, twig and other ' extraneous material with less than a 10 percent water content. Mulch shall be finely-ground fr bark, free of material injurious to plant growth. Agricultural limestone shall be fnely ground to pass 90 percent through U.S. S' Aard No. 8 sieve and 20 percent through a U.S. Standard No. 100 mesh sieve. Submit the beginning and completion dates for planting to the Engineer for approval. Du not vary the planting schedule within, approved dates without approval of the Engineer. Do not plant bare root trees after April 20 or before November I except as approved. Prior to planting, stake and mark free locations for approval by the Contractor. D. Sod Placement , 1. Spread 200 lbs. of lime per 1,000 sq. ft.; thoroughly incorporate and bring to grades indicated. Rake entire surface to a smooth and even grade; remove all rocks over 1/2 inch in diameter, grass roots, and debris; and mll. 2. Lay sod on rolled base with tight staggered joints. 1 2-6 n.m�nrwawnccr*tuwnow�v,ete+e�r r J& Cltv of Renton October 1999 1992 lift Station Improvements DlvIalon 2- Sitework 3. Keep sodded areas moist until well established. Protect and maintain through the first mowing or until the entire landscape project is accepted. Maintain plants by watering, weeding, cultivating, pruning, restaking, and other operations necessary until the project has been accepted. All plants supplied by the Contractor shall be guaranteed for a period of one year after acceptance of the project. Replace, as soon as weather permitr,all dead plants and all plants not in a vigorous, thriving condition at the end of the guarantee period. Plants used for replacement shall be of the same kind and size originally planted and shall be planted and mulched as specified. The Contractor shall be responsible for all plant watering until final acceptance. 2.7 Fencing Fencing shall provide a secure barrier from entry onto the site, withstand anticipated wind loading,and be constructed of materials in accordance with ASTM Standards. Installation shall meet the requirements of ASTM F567. - A. Double Swing Gate The double swing gate fittings and hardware shall be made of malleable iron, cast semi-steel, pressed steel, or all galvanized with 1.8 ounces of pure zinc per square foot of actual surface area. —' Gate frames are to be electncally welded at all comers. Chain link fabric of same type and gauge as used on fence shall be installed within the gate frames. Gate latches shall provide fittings for padlock to securely lock gate. All fttungs shall be in accord:. e wirh ASTM F626. B. Chain link Fence Chain link fabric shall provide space for the installation of slats end be woven with steel wine into a uniform mesh 2 inches by 2 inches measured at 90 degrees from adjacent wires by 2,8 inches high. Steel wire shall be 9 gauge (0.148 diameter) bethanized "B" grade, possessing a pure zinc coating of 1.2 ounces per square foot of actual surface area, in accordance with ASTM A392. Selvage on top and bottom shall be twisted and barbed. rltanma000srreatEwuwme�viasiur 2.7 41 _ J: a October 1992 City of Renton Rv Division 2-SlteNvrk 1992 Lift Station Improvements f Connect fence fabric to line posts with 6 gage wire clips every 14 inches;to top rail and bottom tension wire with 9 gage wires every 24 inches, and to end,comer,pull and gate posts by using 1/4 inch by 3/4 inch stretcher bars tied to post every 14 inches with I gauge, 1 inch wide steel bands and 3/8 inch diameter bolts and nuts. Bottom tension wire shall be in accordance with ASTM A824. Erect fencing in straight lines between angle points. Fence fabric shall follow surface to within 2- inches to prevent breaching of security under fence. Attach chain link fabric to the terminal and the comer posts with tension burs held by chain link bands. Attach chain link:abric to line posts at approximately 18 inch centers. Attach chain link fahric to the top rail with single rack of 0.144 inch galvanized wire spaced at intervals of approximately 2 feet. C. Pence Posts i Line posts shall be 2 inches outside diameter, schedule 40 galvanized steel pipe in accordance with ASTM A120 having a weight of 3.65 pounds per foot. i Gate posts shall be 4 inches outside diameter weighing 9.11 pounds per foot and have tops to exclude moisture. Pipe posts shall have tops which exclude moisture. Space line post evenly apart as shown. Posts shall have a bottom bolt plate to securely mount the post to the retaining wall. Cast-in-place posts, sleeves, or drilling of hardened concrete for placing fence post will not be allowed. A slats Fence slats arc to securely luck within the full height of the chain link fence fabric between the retaining channels. The slats shall be made of high density virgin polyethylene, color pigments, and have a ultra violet inhibitor to prevent color and strength degradation from sunlight. The slats shall be equal to Privacy Decorative Slatting (PDS)Type "A" E. Top Rail Top rail shall be 1-I/2 inch O.D. galvanized steel pipe conforming to ASTM A-120, schedule 40, weighing 2.27 pounds per lineal toot. Top rail is to be connected together by means of tubular sleeves and will pass through line post caps and be 2-8 �Mrr sa.ovacsrnrtownom�v�w-ivr a t Dotoaer 1992 City of Renter Divlebn T-Sltewmk 1992 Litt Station Improvamenta _ ' securely fastened to end,comer, pull, or gate posts, and to form a continuous brace from end to end of section of fencing. Heavily galvanized fittings shall connect the top all and the fabric to the terminal posts. F. Braces and Truss:s _ End, corner, Pull and gate posts shall have an intermediate brace rail trussed to adjacent line posts. Braces and mosses shall be 1-12 inch O.D. galvanized steel pipe conforming to ASTsh A �-11' sitioned midway weighing between top rail v d grou d le1,el Braces and mosses shallll be po extending from terminal post to adjacent line post. Thera shall be 3/8-inch diazneter galvanized adjustable truss rod from the end of the brace fastened to the terminal Post with galvanized-pressed steel fittings. Comer and pull Posts require suitable brace and truss assemblies. r rtwarvam,+�w,m 2-9 etw,ixnao.owat�s` . 7 October 1.992 Dlvl,vn 2-S/tework CItY o/Renton Ll/t Sfat/on anprovemenb APPENDIX A Cottonwood Lift Station•Schedule A SITE CONDITIONS &9FACE CONDITIONS The existing gro sire is Rated immediately to the west of the west parking lot of the Rivera Apartments. The li s ground surface slopes gently downv,ard to the south and west. The gmund surface at the existing lift station is at approximately Elevation 41 feet and is gravel surfaced. The pmposeJ site of the replacement lift station is genera(fy vegetated with tali grass, blackberry vines and small trees. The Cedar River is saturated about 60 feet to tAe southwest of the lift station and flows to the rwnhwost The mean high waver mark of the river is at about elevation 34 feet, SUBSURFACE COND177ONS Subsurface conditions at the site were explored by drilling a single test boring to a depth of 29 feet at the location shown in Figure 2. Details regarding the field exploration,latimatory procedures and test results, and the boring log are presented in Appendix A. The subsurface r conditions at the bit station site consist of about 8-I2 feet of medium dense gravelly silty sand tlll over coarse granular alluvium deposited by the nearby Cedar River. The aLuvium consists of aand n&-foot thickness of medium dense sand with occasional gravel underlain by dense to very dense sand erminated in the otaenredein orur borinles. The g.boulders on burie�dtlogs odd be present history, soils based ;ed on the depositional history. 1 Ground water was encountered during drilling at a depth of about 8-12 feet in boring B-1 (approximate , 40 Elevation 32.5 feet based on the datum used by RH2 Engineering). Due to the proximity of the Cedar River[o the site,it should be expected that the gmund water level will fluctuate with changes in the river level and with variations in participation duration and intensity. The now in the river typically decreases significantly during the late summer/early fall. The river is currently flowing at a very low level due to the low precipitation levels experienced dais year. Highest ground w ater levels typically spring, while the lowest ground water levels typically will occur in the in the ..ne summer/early Call. r� FIELD EXPLORA77ON AND LABORATORY PROCEDURES inc subsurface conditions at the site were explored by drilling one boring on June 24, 1992. The - ng wn the site plan. Figure 2 dPte nouederelative to existingation of tnsit rfeature IThe ground surface elevation atx'herrboring location location is r I.ID PEMIli]A,ypgPECfllEp4pN.[m IL1�@Ib) , I li Q. I City of Renton October 1992 1992 Litt SYanon improvements Division 1_Sitervork indicated on the log. The elevauon is based on the topographic information presented on the site plan provided to us by RH2 Engineering. The boring was drilled with a truck-mourned hollow-stem auger drill rig. The boring was monitored continuously by a gemcchnlcal engineer. The soils were classified in gel ral accordance with We classification system described in Figure A-l. A key to the boring log symbols is presented in Figure A-2. The log of the boring is presented in Figure A-3. The boring log is based on our interpretation of field and laboratory da.a and indicates the various types of was encountered. Representative samples of ute t soils encountered in the boring were obtained at standard 5-foot intervals using a 3-inchoutside-diameter split-barrel sampler. The sampler was driven with a 300-pound hammer free-falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicatod distance is recorded on the boring log. The log also indicates the depths at which the soils or their charu:tenstics change, although the change may be gradual. If the change occurred between samples,the depth was into:;retell. > The depth to ground water during drilling is indicated on the boringag. LABORATORY TESTING All soil samples were brought to our laboratory for further examination. Selected samples were tested to determine their moisture contents and dry demises. The res um of the moisture and density tests are p.sented on the boring log. The determined densities of samples shown on the boring log as disturbed may not accurately reflect the actual in-situ dersiues of the soils sampled. i flEMlm'IO,OA9iffJ11CCMONDIIIVIPID16J! �-If Y i I �Y .. �`•. ` Z ��.-�/ , ralx6ul S„sna�il 7" .. ,t;\. ..`\ �, �. l ` S1 1 . OA r.P YIP Mwe 'N101iO GGvtt Y.PtlIK MCa01 F (SSW.'.at) �l Rvr�uO+WW.W GrWNM CrIpwa0Jlw51aw.nwcxJ SN Pn' !IEI: SM PLM --- MwaEnnn'n.rw....s hNIMW/WIW �;l`I) �:Ilgllll'CI'S � EIOUIIE ] II 1 1 S. A, .yE. I • � I r 1 F• Y SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GRAVEL pW .ELL-DR.uED GRAVEL FINE TO COARSE GOARq 0.A Val j GRAINED pp POORLY-GRADED GRAY, SOILS ? OF TNAN Y 09F TM'RACY""` MR Sp\ GRAVEL pM p•lTY GRAVEL CJ!RaE ACnox WITH FINES p " Ox NO.A ERVE GO CLAYEY GRAVEL RETAINED "Y a0{ RETAINED DM 4'._ NC.:00 SIEVE SAND CLEAN SAND SW wEtl-ORAO[D 6AM0,FINE 10 COAx9F BANG _ SP IOORIY-GRADED SAND YORE T.I.SO\ SAND SM SILTY SA.0 OF COARSE IRACnON WITH FINES PASSES MO.A SIEVE Sc CLAYEY SANG FINE SILT AND -LAY ML SILT INORGANIC - GRAINED CL CLAY SOILS LIOWD LESS I.A.So ORGANIC OL ORGANIC SILT, On GAwc CLAY SILT AND CLAY YORE THAN a0{ MH $lll OF nION PLASTICITY.ELASTIC SILL PASSES NG.t00 INORGANIC -� CH GLAY OF NIOn PLA611CITY,IAl CIAY LIOVIO ylulr P9 OP ORE ORGANIC ON ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC COILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1 1. FINE .1...IGDall.N I. O..ad on Ory - ADa.nce of mobtura, puaty. Gry Y I'Ve1 :1 MlnClon of ..I. In Oenanl lD INe toulh e¢ur0 er.ce w.1N ASTM 0240a.SO I :. Sol' CleeMllcetion Lang le bo,alory Molt - Demp, but no v41Gl. .eler re Ele Is DagE on ASTM 03AE1- i0. Will - Vlelola Ire. rater or aalurale0, O.0u.11.1lon. of sOil n.nuH or ....uY ..'I IS ODUIn.G Iran con.Isu ncy .1. 1...G on D.IOr .uer it Inly Drelabon GI DlowcGunl Ge is 14uel .p0unnce of .olle, ♦nGlor 1.11 Gala. 1 1 I I t SOIL CLASSIFICATION SYSTEM e Geo%iOEngineers FIGURE A-1 iI r mill 0 I _ LABORATORY TESTS: SOIL GRAPH: AL Atterberg limns CP Compaction I SM Soil Group Symbol CS Consolidation (See Note 2) DS Direct shear GS Grain-size Distinct Contact Sel,: en %F Percent fines Soil Strata HA Hydrometer analysis SK Permeability Gradual or Approximate SM Moisture content Location of ChangeBetween Soil Strata _ MD Moisture and density ' SP Swelling pressure i Water Level TX Triaxial compression Bottom of doing UC Unccnlined compression CA Chemical enalysis I BLOW-COUNT/SAMPLE DATA. 22 1 LOC2Iicn 01 relatively Blows required to drive a 2.4-inch LD. / undisturbed sample _ split-barrel sampler 12 inches or other indicated distances using a � 1z ® Location of disturbed sample 300-pound hammer falling 30 inches. 17 Q '..ucahon of sampling attempt with no recovery 10 0 Location of sample Obtained Blows reeuired to drive a 1.5-mch I.D. in general accordance with (SPT)split-barrel sampler 12 inches Slandaro Penetration Test or other indicated distances using (ASTM 0-1566)procedures 140-pound hammer falling 30 inches. ze M Location of SPT sampling attempt with no recovery ® Location of grab sample 'P' ir.Jicates sampler pushed wrh weight of hammer or against weight of drill rig. I 'DOTES: 1.The reader must refer to the discussion in the report text,the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. 2.coil classification system is summarized in Figure A-1. KEY TO BORING LOG SYMBOLS ar Geo 1�Engineers i FIGURE A-2 � �J .r TUT nATA BORING 8.1 i a C . �l ` sfnpup OMCPJPI70N mu r.eal sarr.aeFie.u�an(n.): a1.o 1 caaam D.miry ' 0 lib Tu (41 cp n SM own ad'y fi..emccicm auw.Im gra,w(mmmm aurae,..ul C SM 16 IS 5 p SM fray alry 0ne b murmur nand wlb accu�onal g•na(mmium druuc.wul MD 29 SI 16 SP Gm mmium m,ouae rub wi�6«unnnd gravel(mmwn.draw, 10 0 MD 20 lot 22 OP Gny mdmm w mart and and grna wad occuwnal mbblu SP (drnw m v<ry Ocnw,well SM Ig i 3016' d e> O 20 _ 20 = t - SM 25 25 ' MD r 139 e9 SorinF complum a]9.0 frr or.O S/92 30 Ground wuer mcounurm u L3 fur dung drilling 30 1 )S 35 eC L.o ' No¢S.Fqurc A-1 for cnPlanwa�of rymbob di �i1 PCS LOFGI GOFPBCRI3NGGCG* '0 ll EA - � ' I NNW CUv of Renton OetoDer 1992 — 1992 Litt Station Improvemes nt Dlvlab work Lake Washington No.2 Litt Station-Schadub 8 SURFACE CONDITIONS west of Mill Co.facility. The existing ground slopes Bendy 71tc project site is located at the north end of the residential access road for waterhontspo slope$ west Lake Washington Boulevard and south of the Barbee The e,Lsting slope On the downward from the base of the railroad embankment to the lift station. The surface at the end of side of the lift station is eroding due to wav vegetation etadtion onm Lake Washington' the road is gravel and is surrounded by g g SUBSURFACE CONDITIONS No subsurface investigation was performed at this site. li t i I II 1 e 2-16 acMwnao.w.wscs�war•am r;wx cur J f Sl7EWORB GENERAL NOTES Excavated Material Disposal Ex,tssNnsunable Material Oft Site-Location by Contractor Rcusable/Stockpiied Material On Sire-Loc�non by Contractor Shoring Dcsi7m Requiremer Contractor to determine Dewaterine Desig, Fequuements Contractor to determine Dispow. requirements Contractor to determine Backfirr and Bedding Structural Fill APWAIWSDOT 9-03.12(2) Slab Bedding APWAIW'SL,,'9-03.9(3)Top Course Pipe Ei-iding APWAIWSDOT 9-03.15 Footing 3edding APWAIIVSDOT 9-03.17 Stabilian�Material APWAIWSDOT 9-03.17 Topsoil NIA Gravel Backfrll for Drainage 9-03.12(4) Paving Top Course 4" APWAIWSDOT 9-03.9/3)Top Course Pavement (2)2"lifts APWAIWSDOT 5-04,Class 8 Landscaping Plants See Technical Specifications Fencing Height 8 feet Fabric 9 Gauge,2 inch mesh,ASTM A.392 End&Comer Posts 2-5"1D,ASTM A-120,SCH 40 Une Posts 2.0"1D,ASLN A-120,SCH 40 Ton Rail 1.25"1D,ASTM A-120,SCH 40 Wire Fabric ASTM A-123 Braces✓_ 1.25"ID,ASTM A-120,SCH 40 i A I'\apps\excel\aata\ren\CW-DIV2.XLS _.a —__� V _ ,s t I SPECIFICATIONS TECHNICAL DIVISION 3 CONCRETE Mew s E l t 3 s ; f f Division 3 CONCRETE 3.1 Testing The Owner or Contractor will provide and pay all costs of concrete testing as noted in the General Concrete Notes at the end of this Division. Give Owner 48-hour notice prior to concrete placement for testing coordinat:en. If Contractor fails to provide notice 48 hours in advance,Owner may elect to cancel appropriate concrete placement. Contractor shall be responsible for costs and delays due to hnproper notification. If Contractor sehedul s concrete placement and does not notify Owner of ct.ricellatior. within 24 hours of su.cduled placement, Contractor shall pay testing lab costs for an unnecessary trip. The Contractor shall provide all assistance and cooperation necessary to testing personnel to obtain adequate concrete tests. Contracto-and Owner will have access to testing results as soon as dity are available. The testing lab shall take a minimum of four samples. One for a 7 day test,one for a 28 day test and one for backup testing in case the other two samples do not meet design strength. The fourth sample will he used to verify strength prior to form removal. A. Submittals - Submittal information shall be pro-'ded to the Engineer by the Contractor for the following items. Additional information shall be provided by the Contractor if required by the Engineer. a. Concrete mix designs b. Control density fill mix design c. Reinforcing steel shop drawings d. Grout and mortor 3.2 Concrete Materials and Characteristics Requirements are shown in the Concrete General Notes a: the end of this Division. Minimum amountE of cement and maximum amounts of water may be changed if concrete mix is submitted to the Owner two weeks prior to placing any concrete. Concrete design mix: include the amount of cement, fine and coarse aggregme, water, and admixtures as well as water cement ratio, slump, concrete yield, and sustaining strength data in accordance with U.B.C.2604(c). Use of a design mix may require batch plant inspection. Air-entrain concrete exposed to weather as specified in the General Notes. REMIpPAttSVECAiFG4lIN CpJ�t:iG@16]p 3-1 _J Y October 1992 city of Renton Division 3-Concrete 1992 Lift Ste Hon Improvements t ' 3.3 Concrete Forms i Concrete forms shall be sufficiently tight to prevent leakage of mortar and ;hall be properly braced or tied together to maintain desired position and shape until=moved. Form construction for surfaces covered with backfill shall be made of steel,plywood,or dressed matched lumber. Forth construction for exposed surfaces shall be made of new t plywood or steel without surface markings. Unless otherwise directed, coat contact surface of forms with colorless, nor staining, mineral oil that is free from kerosene, or other approved suitable material, to permit satisfactory removal of forms without concrete damage. -roans shell remain in plat, until the concrete has developed sufficient strength to withstand all live and dead loads without damage. 'Me Contractor shall coordinate with the testing lab to verify concrete strength prior to form removal. Do not allow water to flow through areas where forms are to be placed. During form construction and prior to placement of concrete,keep footings and floor slab areas free of , standing water. 3.4 Reinforcing Steel e Reinforcing steel regairements are shown in the Concrete General Notes at the end of this Division. Bar supports shall conform to "Bar Support Specification," CRSI Manual of Standard Practice,MSP-1-80. Provide Class 1,plastic protected bar supports. Use pre-east concrete - - blocks to support bars off ground. Reinforcing steel shall be free of rust and loose scale at time of concrete placement. Bars with kinks, improper bends, or reduced cross-section due to any cause will not be used. Bars shall not be field bent without prior approval. I 3.5 Cast-in-Place Concrete A. Curing Discharge concrete transported in a truck mixer at job within 1-1f2 hours after cement has been added to water or aggregates. Rejected concrete will be at Conravor's expense. 3-2 REMIS'1,M PEMW1 ON=I111i 16M L �J 4 p [ City of Renton [krober 1992 1992 Lift Station Improvements Division 3-Concrete Waterproof curing materials shall conform to ASTM C-171 and liquid membrane-forming compounds shall conform to ASTM C-309. h B. Cold Weather Place no concrete when air temperature is below 40 degrees without taking adequate � precautions to heat the concrete to a temperature above 40 degrees F. Provide adequate equipment for heating materials and protecting concrete during freezing or near freezing weather. Keep materials,minfurcement,forms,and ground in contact with concrete free from frost at time of placement. neat mixing water as required. Use no materials containing ice. C. Not Weather Place no concrete when air temperature exceeds 85 degrees unless a high temperature placement plan has been approved, and unless adequate precautions are taken to protect _ work. Cool ingredients prior to mixing. Flake ice or crushed ice of a size that will melt completely during mixing may be substituted for all or part of water. Cool forms and reinforcing prior to placing concrete. 1 D. Adverse Weather Do not place concrete during rain, sleet, or snow until water and freezing protecuon is provided. E. Consolidation Consolidate concrete by vibration, sup emented by hand spading, raiding, forking, or tamping. Thoroughly work concrete around reinforcement, around embedded items,and into comers of fortes to eliminate air or stone pockets which may cause honeycombing, pitting, or planes of weakness. Insert and withdraw internal vibrators at points approximately 18 inches in each direction. At each insertion, the duration shall be sufficient to consolidate the concrete but not sufficient to cause segregation and shall extend into the lower concrete lifts. Do not use vibrators to transport concrete within forms. Consolidate slabs by utilizing vibrating screeds, roller pipe screeds, internal vibrators, or other approved methods. Have a spare vibrator available at job site during conerew placing operations. Fill rock pockets,form ties,and air holes in accordance with I ' Section 6-(12.3(14)A of Standard Specifications. F. Bonding of Concrete At construction joints thoroughly clean surface of existing concrete to remove laitance. Apply approved bonding agent to existing concrem in accordance with manufacturer's ' prro+m suwrcun¢awnaw iu,�,sac 3-3 r October 1992 city or renton Olvtaaon 3-concrete 1992 Lift Station tmprovomente recommendations,or roughen existing concrete surface to expose aggregate uniformly but not leave laimnce,loosened aggregate particles,or damaged concrete at surface. Dampen joint, d coat with grout mixture in accurdance with ACI 301,Section 8.5,prior to placing fresh concrete. At patches,repairs, and other areas requiring bonding of new to existing concrete, apply an approved bonding agent to existing concrete in accordance with manufacturer's recommendations. G. Placing of Concrete Before beginning placement of concrete,remove hardened concrete and foreign te"'As from inner surface of milting and conveying equipment. Before deposiriri unty remove debris from space to be occupied by the concrete. Secure 'on mien .n position to prevent movement during concrete placement. Handle concrete from mixer,readv-mixed truck,or from transporting vrn.,lt t Iw• of final deposit by methods which prevent separation or loss of ingre •i,. IMdrr %.0 circumstances shall concrete that has partially hardened be deposited in rk Deposit concrete continuously or in layers of such thickness that no cui,.a ` wiri be deposited on concrete which has hardened sufficiently to cause formation of worts and planes of weakness within the section. If a section cannot be placed continuously ',r -•c and reinforce construction joints at points as provided for in the Plans or as approved by the Owner. 3.6 Embedded Items Position embedded items accurately,and support against displacement or movement during f placement. Fill voids in sleeves, insets, anchor slots, etc., temporarily with readily removable materials to prevent entry of concrete into voids. 3.7 Vapor Barrier and Waterstop A. Vapor Barrier � 1 Provide approved barrier material over subgrade at interior slabs-on-grade, and retaining walls ant". floors. 3-4 SFMIlI!Am9PFC9:1FG4DN WFIVIN��55 City of Renton October 1992 1992 Litt Station improvements Division 3-Concrete r Lap edge joints a minimum of 6 inches and seal continuously. Fit around service openings and piping,and seal. Protect from damage,and repair punctures and tears prior to placing concrete. i ' 4 B. Waterstop 6' Waterstops shall be embedded in adjacent concrete pours to provide a barrier to prevent the passage of a liquid, under pressure, through, across, or along the construction, contraction, or expansion joints as shown on the construction drawings. The Contractor shall provide wa[erstops at all construction joints that the Contractor creates for purposes of construction sequencing that are not shown on the construction drawings as approved t by the Engineer. The waterstop shall be placed continuously along the joint to the width specified in the t construction drawings. Field welding of thermoplastic waterstop shall be performed by indirect application of heat to the ends of the material with thermostatically controlled teflon-covered welding 'irons. One-half of t! xidth of the waterstop shall be positioned in the lower pour of concrete while the coi_rte is still fluid enough to be consolidated around the waterstop. The concrete shall be thoroughly vibrated around the waterstop to completely cover the surfaces embedded and prevent the formation of voids. The waterstop shall be held in position during the initial curing of the concrete to prevent movement of the waterstop from the required position. The uncast half of the waterstop shall be securely held in position to prevent folding, lay down,or damage from placement of concrete during the following plat ment of concrete. Sixteen gauge tie wire scraps extending from reinforcing steel to the waterstop positioned at 12 inches on center may be used. The concrete shall be thoroughly vibrated around the waterstop to completely cover the surfaces embedded and prevent the fcrmation of voids. 3.8 Non-Shrink Grout Non-shrink grout requirements are shown in the General Cc Notes at the end of this j Division. 1 Stockpile grout to prevent contamination from foreign moon. td store admixtures to revent contamination or damage from excess temperance chat.ge Water to be used in fixing the grout shall be free from foreign materials. xw,e:,aamancmrEnwnm nnevttne 3-5 J R October 1992 City of Renton Division 3—Concrete 1992 Oft Station Improvements 3.9 Concrete Finishes Do not place concrete which requires finishing until materials,to is, and labor necessary for finishing the wet concrete are on the job and acceptable to the Enginee.. Cut out and patch defects in concrete surfaces as specified herein. After removal of forms, chip out imperfections, rock pockets, holey from form des, and other defects to solid concrete. Surface of the cavity to be patched shall be thoroughly wet before patching mixture is applied Where pull-out type des are used, fill holes as recommended by manufacturer of ties, and as approved st A. Finish The finish schedule is shown in the Concrete General Notes at the end of this Division. Each finish area shall conform to one of the following requirements: 1. Ordinary Wall Finish Ordinary wall finish requires use of new plywood forms or linings which will produce a uniform surface. Immediately after removal of the forms, patch or point up defects mid cure patches as specified in "Curing of Concrete" After ' points have set sufficiently, grind or fill form marks and pointings to give a smooth surface even with flat wall surface. 2. Monolithic Finish C Finish by screeding and flmadng with straight edges to bring surfaces to required elevation shown on the .fans. While concrete is still green, but sufficiently hardened to bear the finisher's weight without 1/8" imprint, float it to a true, even plane with no coarse aggregate visible. Use sufficient pressure on floats to bring moisture to surface. After surface moisture has disappeared, hand trowel concrete to produce a smooth,impervious surface,free from trowel marks. Give additional troweling to surface for the purpose of burnishing. Do not use dry cement or additional water in trc%clt g. 3. Floated Finish ' Consolidate, strike off, and level concrete, but do not work further until ready for floating. Begin floating when water sheen has disappeared and surface he stiffened sufficiently to permit floating operations. Consolidate surface wit,. power-driven floats. Hand Boating may be used if area is small or inaccessible 3-6 urnwnmovaneeor[awnae nnwna .,.., 4 C/fy or Fgnfon ' 1992 Uff Station Improvemems October r992 - Dlvlebn 3-Concrete to power units. Check surface planeness during or after F-st floating Q't down high spots and fill low spots to produce surface with tolerance of 1/4 inch in IC feet in any direction. Refloat to a uniform, smooth, sandy texture immediately after levelling. e4. Exposed Aggregate Finish exposed aggregate surfaces stmLar to "monolithic finish;' except wash and brush surface to expose a fire aggregate in t',e material. 5. Architectural Finish Conform to requirements of Section 6-02.3(14)A of Standard Specifications. Color: light gray. 3.10 Control Density Fill Control o nsity fill(C.D.F.)shall be a mixture of Portland cement,f:y ash,aggregates,water and adr_tixturr Proportioned to provide a non-segregated, self consolidating, free-flowing ana be batched and mixed i excavaiable material which will result in a hardened,derse,non-settling fn, The material shall Specifications. Requheme accordance with ASTM 4 or Sectior 6-02.3 of the Standard nco C9 is for C.U.F. placement, weather conditions, and curing shall be in accordance with Division IS "Cast-in-Place Concrete". CDF Mutenith Cement ASTM C-150 or AASH'ro M85, Type t c. fi Fly Ash ASTM C618,Class C or F Aggregates ASTM C-33 Water WSDOT/APWA 9-25 Admixtures ASTM C'494 Air Entmining Adm;xture ASTM C260 Class A 28 day szmngth Ratio Water Ratio 100 psi minimum, 200 ps,' maximum 50 gal/cy max Cement RaLo 30lbs/ey Fly Ash Ratio 200 lbs/cy Aggregate Ratio 3200 Ibs/cy Course Aggregate Limits 3/8 inch maximum a"eM,:l]N.WlPEWiFLY,DN M]'.'.1N@.i3A 3-7 r .. AL AM October 1992 city of Renton olvision 3-Concrete 1992 Litt Station snptOvements ik 3.11 Precast Concrete All concrete structures identified on the construction drawing:as being precast,prefabricated,or not specifically detailed with reinforcing steel shall conform to this section. These structures shall include concrete manholes, vaults,and appurtenances. _ Precast concrete manholes shall confoni to AS'rM G178. The rubber gasket joint shall wnfonn rcASTMC-,43. Additional minfomementslattilbe provided within tto precastcarxrrtc structure at all penetrations,opcn'ngs,joints, and connections that have been shown on the construction drawings and are not normiuly provided with the standard structure. 'This additional reinforcement shall be provided to allow the structure to withstand the anticipated loads used to design the standard structure. Precast vaults-hal.confo=to ACI 318-86 an x constructed to the equivalent dimensions and functional characteristics of the specific product identified on the constructiot.drawings. Precast vault shall be constructed to withstand anticipated construction loads the,occur during transport, handling,and placement as well as the anticipated design loads. Design loads shall include;be anticipated soil pressures, hydrostatic loads,and H-20 vehicular load rating. I 3-8 urmiznxirosrscs'rworv.ow,,,�w-,ts -. J 1 � CONCRETE GENERAL NOTES Concrete Materials Cement ASTM C-150,Type 11 Course Aggregate ASTM C-33 Fine Aggregate ASTM C-87 28 day strength 3000 psi minimum Cement Ratio sS sacks/CY minimum `- Water Ratio 6 gals195 Ib sack maximum 1 Fine Aggregate Ratio 45%max by weigh: Course Aggregate Limits 718 inch maximum Entrained Air Ratio 3%minimum to 5%maximum Slump 4 inches maximum Reinforcin, Steel Grade AC1 A615-81A,Grade 60 Detailing AC1 315-80 Lap Requirements 30 diameters or 24"minimum Tie Wire 16S gauge minimum Steel Matting Grade Sim W6x6 1.4 Lap Requirements 8 inches Grout and Mortar Cement ASTM C-150 S onar ASTM C476 Aggregate ASTM C-004 Testing UBC 23-24 Lune ASTM C476 Compressive Strength 2,000 psi minimum Slump 11 inches maximum Testing Responsibility r ,ncrete Owner Mortar Owner Grout Owner Finish Schedule Ordinary Wall Interior Walls Mcnol..hic InteriorJloors Floated Sid^waiks,driveways,exposed slabs i excel\misc\tecchv3.xls :t o • a �. • _ v i �• r M 4*I _ I js. i' Division 9 FINISHES 9.1 General The work covered in this section consists of providing all materials,equipment,and labor ° to coat all items in accordance with these specifications. Coating shall be done strictly in accordance with the manufacturer's instn:etions and in a mmner satisfactory to the Owner ^ All safety precautions .stated in the manufacturer's printed instructions: shall be carefully observed. Adequate ventilation on and lighting t ti_ provided tded at all ti mes. All materials shall be bm ght to the job site in the onginal sealed and labeled containers of the paint manufacturer and shall be subject:o inspection by the Ow.ter. The Contractor shall provide, in addition,one unbroken gallon container of each type and color of paint and each type of solvent and thinner used. Paint sapplies shall be stoned as approved by the Owner. 9.2 Submittals The Contra or shall submit, prior to the beginning of any painti,.g or coating, a list of coatings aria manufaciumAs he intends to use for review by the Owner. The application each coating is intended for, any surface prepalation, number of coals, method of application,and coating thickness shall be included. Th:s information shall be submitt;d in accordance with the requirements regarding shop drawings included herein. 9.3 Surface Preparation All surfaces shall be pmra%o in accordance with the reco.nmendations of the manufactr ter of the crating to be applied to the surface or the surface preparation requirements of these spt.ifications, whichever are stricter. 9A Covting Quality 3 The paint and paint products of Tnemec Company of Kansas City, Missouri, mentioned ■ in these specifications, are intended as a standard of quality aEM�TFA OPlE0.0N®i6,b. .>.q 9-1 y J Octobercity or Renton O/visls.,n,�n 9 9——Finishes 1992 Lilt Station Improvements 9.5 Waste Products At least 10 days prior to starting any surface preparation activities, the.. Concacror shall submit a waste nan,".ng plan to the Engineer for review and approval. This plan shall outline the wastes the Contractor expects to generate, the methods to be used to collect ' and contain the wastes, transportation methods, and disposal procedures. Information required in the plan includes, h not limited to, methods for surface piparation, materials to be used in s irface preparation •ypes of abrasives, materials to be used 1 for collection and containment of oa,nt cnips, spent abrasive materials, waste characterization procedures, mid propim.t i transportation methods). The Contractor shall p.ovide a copy of the hazardous or dangerous waste manifests for any wastes designated as being or containing hazardous or dangerous constituents in accordance with the applicable federal,snte,and local regulation,including big:not limited ro 40 CFR 261 and 262 and WAC 173-303-070. In addition,the Convector%hall provide a certificadon(s) of acceptance from all disposal sites to which any waste materials 'lave been transported. The Owner will have the right to approve or disaporove of the transportation and disposal methods and the disposal site selected by the Contractor. - I The Contractor shall make their owe arrangements for disposal subject to submission of proof that the Owner(s) of the proposed site(s) has a valid fill permit issued by the ap-:opnate governmental agency. Submi: intended haul route plan, including a map of the proposed route(s). Provide watertight conveyance for liquids,semi-liquids,or saturated solids that to id to bleed during transport. Claanvig and disposal shall comply with all federal,star-,and local pollution control laws. Provide acceptable containers for collection and disposal of waste materials, debris, and rubbish 9.6 Substitutions i Substitutions of the coatings of other manufacturers shall be considered only if equivalent systems of coatings can be provided,mid only if a record of satisfactory experience with I the system in equivalent applications is available. 9.7 COIOr The Owner will develop a detailed color schedule after award of contract. 9-2 asm"nms,crnma.wv ms,msnsueo —. f 1 I 1. 4 y! s , . n t City of Renton ockeer 1911 1594 Litt Station onprovetnents Division 9—Finlsnee I 9.8 Materials A. Interior Concrete Wet Well- (Schedule B Only) The interior of the concrete I wet well shall be coated with a two hart hybrid epoxy with Y Po Y an embedded nylon mesh, equal to Sentry Polymers "Semstone 145-5" with scrim. Comply with manufacturers recommendations for surface prep and application. Completed coating thickness shall be 90 mils. B. Mewls (Exterior) I Surface pmpamtion SP6 (commercial blast) One coat Hi-build Epoxoline to 6 mil DFT One coat Endura Shield 1.5 To 2.5 Mil DFr Note: do not coat aluminum or stainless steel. C. Metals (Interior) Includes PI Piping Surf: nrepamtion SP6 (commercial blast) One c -t Fpoxoline primer 3 to 5 mil DFC One coat H:-build Epoxoline 4 to 6 mil DFr Note: do not coat aluminum or stainless steel O. Concrete (Exterior Below Grade) Surface preparauon - clean and dry One coat Hi-build Tneme-tar - 10- 12 mil DFr One coat Hi-build'I'neme-tar 1 14 - 20 mil DFr kM,mwmrcwonmc,a,zw.,s,o 9-3 Ahab 11110116� low V October/952 City of Penton Division 9-Flmsnes 1992 LIfr Station knprovements "- E. Concrete (Exterior Above Grode) Surface - --;ration - clean and dry One coa, . ,ne-a-pell 200 One coat Conformal Clear 125 square feet/gallon Saturate without washdowu 9.9 Inspection 6rspect all surface preparations prior to applicatior of any coating. The pictorial surface preparation standards for painting steel surfaces(VIS-1)by the Steel Structures Painting Council (SSPC) shall be used as a visual standard for inspection of surface preparation of metal surfaces. Each coat shall be inspected prior to application t. next coat. Areas found to contain runs, oversprav, roughness, or other signs of improper application shall be repaired or recowed in accordance with the manufacturer's recommendations. The completed coating shall produce a minimum dry film thickness in accordance with the specification, as determined by the microtest thickn, .s gauge or comparable instrument. In areas where this thickness is not developed,sufficient addiuomd coats shall be appliei. to produce it. The completed coating on metal surfaces shall be inspected by the Contractor in the ,)restrict of the Owner for pinholes and holidays with a tinker and rasor or other low v•rltage (under 100 volts) holiday detector Areas found to contain pinholes shall be repaired or reroated in .cc•Mama with the manufacturer's recommendations. 9.10 Cornpatltsllity of Coating i The Contractor shall be respoisible for compatibility of all paint products. 9.11 Acceptance ' Acceptance of tht completed coatings shall oe based on the proper application and proper _ preparation of the coated surfaces,and a finished product chat does not contain runs,ch,, surface irregularities oversoray,scratches,pinholes.,holidays,and other surface sign., .hat detract from the overall appearance of the Fnishcd project. 9-4 uunis-nawrernrno�.moorimvsuw 4 is 1 _J r • _ t • f S t r0 -* r r w 'M� f Division 10 SPECIAL TIES 10.1 General This division describes the materials, requirements, and construction work performance for completing the spe ialty items listed in this section for this project. The work covered in this di-ision consists of furnishing all labor,materials,and equipment for the fabrication erection of all specialty items, _ r ot10.2 Submittals ' Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall m provided by the Contracror if required by the Engineer. r a. FRP Tank b. FRP Accessories c. FRP Grating d. FRP Ladder e. Water hose, nozzle, and rack E Isolation Boots A. Fiberglass Reinforced Plastic (FRP) Tsnk The FRP tank shall provide secondary containment for the lih station. '[.,a FRP tank shall be a stable vessel capable of holding municipal waste from the collection system to the specified hydrostatic levels,withsund the dynamic forces of operating mechanical systems mounted at the ease of the tank and support axial loads applied to the top rim as a insult of buoyancy restraints. The FRP tank shall not leak or decay from the exposure to municipal wastes encountered in the collection system or the dynamic effects of operating mechanical systems. 1. Hydrostatic Pressure Design Criteria The FRP tank shall br capable of holding an internal and external hydrostatic pressure of 16 feet of water. The design safety factors shall be as follows: Internal Hydrostatic Pressure = 10:1 i„ External Hydrostanc Pressure = 5:1 -.. arrsisnnomerscsrrcworv.o,oiwwt,6.m 101 J i _ r City of Renton octa"r 102 1992 Lift Station Improvements Dtvisior 10-specialties ------- 2. Othor Cosign Criteria t The FRP tank shall be capable of withstanding loads ap^tieet to the [o?rim e me tank as a result of buoyancy restraints. The weight of the concrete manholle will bear against the rim preventing me tank from rising. Design safety factors for buoyancy restraint and seismic loads arc as follows: _ Buoyancy Restraint = 5:1 Sc.smic Loads = 3:1 3. Fabrication Requirements Fabrication shall be performed per ASTM D3299 and as specified. The tar.k wall shall be helical filament wound. Nozzles, sleeves, flanges, i angles, and other components shall be built into the tank wall by contact i molded construction. Lifting lugs shall be provided for vertical placement and removal of the annn from the lift station. The manufacturer shall determine the location, q y. I� and design strength requirements for the lifting lugs. - I :reinforcing ribs shall be provided as recommended by the manufacturer to insure the constant integrity of the tank during abrleaton,transport,installatioc, operation, and removal. The minimum wall thickness of any component shall not be less than one-fourth inch. The floor and sloping sides of the FRP tank shall have a non-slip surface. All , exposed surfaces shall be free of cracks and crazes. The vertical tank wall surfaces shall have a smooth finish with an average of not over two pits per ' square to,,. providing the pits are less than one-eighth inch in diameter, not over one-thirty wcond'nch deep,and are coveted with sufficient resin to avoid exposure of inner surface reinforcement. J � 10-2 TFNtynAO]BFFLSIFCM'ON U�01„1{92-ISM 1' f —J r F City or Renton 1992 Lift Station Improvements October 1992 -------.._ Dlv/siol, 10-Specialties 4. Materials The reinforcing material shall be a commercial grade of glass fiber having a coupling agent,compatible with the resins used, and suitable for the particular fabrication technique. The resins used shall be a commercial grade polyester, and sha ' not : at. n fillers and pigments except as allowed per ASTM D3299. The outside sw-aces of the FRP[atilt and componcros are to be protected with a resin coat containing ultraviolet light iritihitors and pigment for protection from sunlight degradation. Tank flang es are to be FRP full-face, with I50 pound drilling pattern and designed to withstand a hydrostatic pressure of 50 psi. Nozzles are to be gusse[ed as required Press molded flanges shall not be used. PVC components shall not be directly attached to the FRp tank. .a 5. Installation The FRP tank shaL be positioned within the concrete manhole as indicated on the construction drawings,be evenly supported over the base,and evenly sealed against the concrete manhole top around the top hp. The FRP tank, sleeves, and nozzles shall aof rest against piping that is protruding through the tank. The FRP tank shall be ,, ured to prevent movement of the FRP tank in any direction from dynamic or hydrostatic forces. 5. Submittallnfotrnatian Tl.e Contractor shall submit construction drawings and design calculations prepama for the fabrication of the FP-F tank and associated accessories to the Engineer prior to fabrication. All calculations and construction drawings shall be Prepared and stamped by a registered professional engineer licensed to Practice in the State of Washington. B. Fiberglass Reinforced Plastic (FRP) Accessories I FRP accessories shall include nozzles, sleeves, 8:mges, beams, angles, bolts, and other components used within the facility. These FRP accessories shall be capable of withstanding the specified design forces and corrosive environments of a municipal wastewater s,stem, urnirr.xaavca.,..ra"M iv�+m-ism 10-� J } t City o1 Ramon October 1992 191t1es 1992 Lin Sta11M 0400 (rMna Dlvlsbn 10-Spec coated with resin resin matrix used so tha no gllassefibe s aree compatible and all voids are tfilled.�the t. FRP Pipe Components Th.: FRP pipe components such as nozzles, sleeves, and flanges shall provide a means for connecting an isolation boot to the FRP tank. The FRP accessories shah provide a stable, watertight connection at the tank wall and be strong enough to support the clamping force required to seal the isolation boot in position. Fabrication,materials composition,and installation shall be performed ' to meet ASTM D3299. a. Hydrostatic Ptessue Design Criteria ' The FRP nozzles, sleeves, and flanges shall be capable of holding an internal and external hydrostatic prey re of 1" feet of w.umr. 2. FRP Structural Components The FRP structural components such as beams, angles, and bolts shall provide ■ structural support for the FRP radder and FRP grating. All FRP structural !_ .. . shapes shall meet or exceed tht sign strength and corrosive re I Itance equal to Extrer.FRP Series 625 for the sizes of shapes indicated on the construction drawings. All FRP structural bolts shall meet or exceed the design strength and corrosive resistance equal ts ller s Filarcrim, All FRP structural componentsshall meet-he dimensional tolerances defined in ASTM D3917 84. C. Fiberglass Rein' Polyester (FRP) Grating Grating shall be fiberglass roving reinforced polyester construction. 2 inches thick with 5116" wide bearing bars and cross oars secured on 2" enters, a d shall ebe heavy duty. Grating shall meet GSHA St ccification 1910.23,Paragraphand shag rye equal shall be fabricated from fro-resistant rosins. Color shall be gray to Chemgrate as manufactured by Chemgrate Corporation. All g. •ing shall be manufactured so that a minimum of field tatting and drilling is perform:d. All members shall 4av: 311 cut ed;,os and/or holes sealed with a general purpose polyester resin to prevent corrosive attack i, 10-4 urw.�m:c.mssrestcc,wrao,a�vrw+w MW J a,. r C4 of Renton October ISO 1992 Litt Station Improvements uirIalon ra-Spaetaltles r . D. Water Hose, Nozzle, and Rack Provide a 50-foot length of 3/4" water hose with a 3/4" coupling for each location as shown on the construction drawings. Hose shall be equal to Gates Rnboer Company 35B hose. Provide one Rainbird No. B-55 n,zzle with ?Y' threads for each water hose provided. P,ovide one rigid molded plastic hose tack for each water hose provided. Mount securely to wall in locations shown on the construction drawings. E. Isolation Boot The isolation boot shall provide a positive seal between the connecting pipes and the boot to prevent the passage of fluid past the connection. The seal shall withstand an internal and e>..ernal hydrostatic force of 10 feet. The isolation boot shal! be comprised of a material that is resistant to municipal wastewater decay, corrosion,disintegration,cracking, or other detriments:Affects. The isolation boot shall be easily removed and reinstall from either pipe component. Stainless steel clam? shall be provided to hold the isolation boot to the pipe. The i isolation boot shall be equal to Pipe Seal & Insulator, Model C and meet the specified requirements. I 1aM�l/1.ffimIPCCJ,frWDrv4i0 tv,Ne�yyp !�)-5 f . , J q v r . 4 ti a f r �1 1 s � k � � �- � � ':. r • . .. .. max, .• ', - b f . 1 � •i .. r rl , t a 4 i ' a ' F G F r • t s Division 11 9, EQUIPMENT 11.1 General This division describes the materials, requirements, and the construction work pzr')miarct �r �. installing the equipment for this project. M 11.2 Submittals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall be provided by the Contractor if required by the Engineer. a. :ubmersible non-clog pumps and motors b. sump pump C. wet well level transducer d. pump removal _ystem ' e. plan for decommissioning of existing lift station 11.3 Submersible Non-Clog Pumps This section covers the work necessary to provide the submersible non-clog pumps and motors. The pumps shall be capable of passing a spherical solid without d"adauon t9 the pump or motor. rE Each pump unit sh 11 be equal to Hydromatic Pumps Model S4NX. Submittals shall include the following: 1. Dimensional drawings showing outline dimensions, lengths, overall size:, and weights on each pump unit. 2. Performance curves for each pump (output in gpm versus total dynamic head in feet). 3. A complete list of all the accessories to be provided for each pump drive unit. 4. Description of parts and service availability. �q 5. Delivery time ut days from approval of shop drawings. rFrn�mammsce..Uwry m+�m4m.�mi 11-1 Y.• r F October 1992 City of Raman DlNsbn 11-Equip~ 1992 Lit Station improvements r A. Warranty All equipment provided under this contract shall be warranted against defects in ' materials and workmanship tot a minimum period of one year after date of original `t operation. "Original operation" shall be defined as the date that the manufacturer's representative approves the field testing of each unit,and the Owner accepts the unit ��. and is installation. Following pump and motor installation,the supplier shall furnish the services of a qualified manufacturer's representative to inspect the pump units and inform the Owner,prior to field testing,of any defects or concerns regarding the conditions of each unit and its installation a: the job site. Upon resolution of any defects or concerns (if any), the manufacturer's warranty shall then be in full effect with no reservation or qualifications other than those stared in the manufacturer's warranty B. Operational Requirements Cottonwood Lift Station Pump I - design head- 32.5 feet design flow - 230 gallons per minute NPSH - 33 feet min. shutoff head - 44 feet fluid- wastewater @ 40°F min, efficiency at design point - 52% Pump 2 - design head - 32.5 feet design flow - 230 gallons per minute NPSH - 33 feet min. shutoff head - 44 feet fluid- wastewater @ 40OF min. efficiency at design point - 52% , Lake Washington No. 2 Lift Station Pump I - design head - 36 feet , design flow - 385 gallons pe: minute NPSH - 33 feet min. shutoff head- 44 feet fluid - wastewater @ 40°F , min.efficiency at design point - 58% 11-2 NEMIlIA0.VVFLMRCM9N.D 1nW.G]I t Y � J Y T ^ City or Renton Oolobey Im 1992 Lilt Station Improvements _ Division 11—NJ1os1M Pump 2 - design head - 36 feet design flow - 385 gallons per minute NPSH- 33 feet min. shutoff head - 44 feet fluid wastewater @ 40°F min. efficiency at design point - 58% C. Casing The pump volute,motor and seat housing material shall be grey cast iron ASTM A- - 48 Class 35, The pump flange shall he fitted with a 4" standard ASA 125 pound flange,faced and drilled. All fasteners :exposed to the pumped liquids shall be 300 series stainless steel. All external mating parts shall be machined for Buna N Rubber O-ring seals on a beveled edge. Gaskets are .)t acceptable. Mated pans ' shall provide a watertight seal. Bronu, renewable casing rings shall be furnished, dowelled and shouldered in the casing. U. 'mp.ller The impeller shall be of the two-vane,enclosed non-clogging design. The impeller shall have pump-out vanes on the front and backside of the impeller to prevent grit and other materials from collecting in the seal area. Single vane impellers are not acceptable Theimpeller stall be dynamically balanced, slip fit onto a tapered shaft, and key driven. A 300 series stainless steel washer and impeller bolt shall be used to fasten the impeller to die shaft. A volute case wear ring shall be provided. The wear ring shall be series 230 brass ASTM B43 and held into position by 300 series stainless steel fasteners. The wear t ring shall be replaceable. E. Mechanical Seal The pump shall heve two mechanical seals mounted;- tvndem,with an oil chamber between the seals. The seats shall be !.i,r C::�.- ,ly B':_-1. The rotating seal faces shall be composed of carbon and the stationary seal faces composed of ceramic. The seal nearest the impeller shalt be replaceable without disassembly of r the seal chamber and without the use of special tcwls only available from the pump manufacturer. rEmrn xmxr^srraarvnu unw,m, II-3 a. J r . i Rk. ...b.' J City of Renton i October 1992 1992 Lift Station improvements i fDivision 11 -EquipmenI --- F. Shgft i The shaft shall be machined from a 303 sainless ,:eel forging, and shall have a , maximum run-out eccentricity of 0.001". Shaft distonlon under operating loads shall be less than 0.005". G. Bearings , An upper raiial bearing and a lower thrust bearing shall be provided. These bearing i shall be heavy-duty single row ball bearings which an:permanently lubricated by the dielectric oil which fills the motor housing. Bearings shall be designed for an minimum life of 100,000 pours. H. Base The pump volute snail have support legs to support the unit when removed front service to allow the unit to stand freely for servicing. G /. Serviceability The complete rotating assembly shall be capable of being removed from the volute without disturbing the suction piping, discharge piping, and volute. The motor housing, seal housing with seal plate, and impeller shad be capable of being lifted out of the volute case from the top as one assembly. J. Electrical Power Cord i The electrical power cord shall be STW-A, water resistant 60OV,60 degree COWS, Underwriters I aboratory (UL) and CSA approved. The power cord entry to the pump shall he triple protected with a compression fitting and two epoxy potted areas. The power cable entry into the cord cap a!sembly shall be made with a compression fitting. The area of the cord cap shall be filled with an epoxy compound potting which.will prevent water contamination. The connection box wiring area shall be filled with an epoxy compound potting to prevent liquid contamination. The cord cap and connection boa asscmblic+,where bolted,shall be scaled with a Buns N Rubber 0-ring on a beveled edge to assure proper senling and watertightness. K. Electric Motors The stm•or,rotor,and bearings shall be mounted in a sealed submersible type housing filled with a dielectric oil. The pump and motor shall be designed to operate 11_4 RFMtIP]O.P]�SiFC8�1FCMON.Y111111N1641 a -.a. City of Rowan October 1992 1992 LIB Station improvements Division it-Equipment r -- partially or completely submerged in the liquid being pumped. The pump shall not require cooling water jackets or other mechanisms specificaily designed to supplementally cool the pump or motor. The motors shall be designed,manufactured and tested according to the latest revised standards of NEMA MG-1. They shall be full voltage starting,single speed,squirrel cage induction type. The motor shall be Class 1, Division I rated. The motors shall be sized to drive the loads encountered and shall be submersible, with a maximum ambient temperature rating of 400C and a 1.15 servica factor. Motors small have Class F insulation (115°C maxfmum allowable temperature rise) with the motor unsubmerged. All windings shall be vacuum-impregnated. The motors shall operate on a 3-phase, 460 volt, 60-cycle power supply. Motors shall be designed for a continuous cycle. All motors shall be dynamically balanced at the factory and shall ha-e a maximum Eeld vibra ton amplitude of 0.001' peak-to-peak. The max; mm allowable completed unit vibration amplimae (pump and motor installed) st all be 0.0035" e ak-to-peak. The Contractor shall provide the proper,calibrated ins,ntmentaucin ro v,Afy maximum completed unit vibration amplitude. L. /nstallallon Installation of the pump units shall be in accordance with th, manufacturer's specifications and direction. The installation shall be supervised and approved by the manufacturer's representative print to operating or field testing the units. Upon completion of the pump installation, the manufacturer shall provide written ' ce,ufication that the equipment is fully warranted • installed. l M Testing and Startup , l The Contractor shall be responsible for calibration, startup, and initial performance to meet the specifications herein. The supplier shall provide a trained, qualified manufacturer's representative to check the installation and connection,perform field tests as indicated, and certify to the Owner that its performance does meet all specifications. Prior to acceptance of the installed pumps, the manufacturer's representative shall demonstrate proper operation of the pumps at the capacities stated, at wh,ch time date shall Le taken or.the total dynamic head,efficiencies an.flow of the pump,and i PEMITI!-F0.lVMCSrECMON... ..i1L@06, 11-5 I I J � ar r t F a j� October 1992 City of Renton f. Division r 1 _Equipment 1992 Lift Station Improvements r certification shall be provided that tht, pumps meet all the requirements set forth in these specifications and the submittal literate.e. Units failing the field tests shall be repaired and retested. If the unit fails the second a test, the unit will be rejected and the supplier shall furnish a unit that will perform as specified. t` 11.4 Pump Removal Rail System The pump removal rail system shall provide smooth, easy, removal end installation of the specified pumps from the lift station. The system shall include for each pump unit a hydraulic sealing flange,discharge base elbow with base plate,guide rails,carrier guide brackat,and lifting chain. A. Sealing Flange A hydraulically operand sealing flange with Buns N rubber diaphragm type sealing gasket shall be mounted on each pinup discharge. The diaphragm shall be held in place be a 300 series stainless steel ring with stainless steel fasteners. The sealing flange shall provide a leak proof seal between the flange face of the discharg- elbow and the pump resulting from dischuee pressure when the pump is activated. When the pump is not activated, the diaphragm shall relax so that there is no connection to the discharge flange so that removal of the pump unit;hall not cause unnecessary wear of the ge.Ket. B. Discharge base Elbow with lease Plate The discharge base elbow and base plate assembly shall rest squarely on the wet well floor to assure proper aligianent and an even bearing surface across the entire plate for setting the pump unit. To prevent the concentration of stresses on the floor of the fiberglass wet well, shims shall not be used between the base plate. A combination of shims and grout pack must be approved by the Engineer. The base plate shall include adjustable guide rail supports and bolt holes for mounting the base plate. C. Guide Rail A dual guide rail design shall be used to guide the pump in prcper alignment with the stationary discharge piping. The rails shall be 2 inch diameter series 300 stainless steel pipe positioned on each side of the pump unit. The weight of the pump unit shall not bear on the guide rails at any time. 11-V 11EMI.TAWAPECSiEC140NAI II.,Y@Ilfl L City o1 Renton October r a92 f 1992 LIB Station Improvements _ Olvislon 11_Equlpa ant e The guide rail system shall provide the mechanical means for remotely positioning t the pump unit on the floor of the wet well with the discharge flange against the discharge base elbow. Maintenance personnel shall not be required in the wet well to complete the mechanical connccnom Scaling of the pt,anp unit to the discharge r. base elbow shall be accomplished by a simple linear downward motion of:he pump uni;. D. Carrier Cuide Bracket A sliding carrier guide bracket shall be attached to the pump to provide attachment for the lifting chair. The carrier guide bracket shall prevent connection of the lifting chain to the pump unit, provide even distrbution of lifting forces from the chain to the pump unit, and allow for easy sliding of the bracket along the guide rails. E. Lifting Chain Each iumn gnu J-tl be om,,idnd with a stainless steel lifting chain of sufficient ler.5., xker.a ion the carrier guide bracket to the top of the wet well with an addition length a,ten feet for connection to a iifnng mechanism above grade. The lifting chain shall be sized to withstand a minimum force of twice the pump unit weight. The lifting chain shall be attached z the carrier guioe bracket with stainless steel fasteners. When the pump unit is in position against the discharge base elbow, the lifting chain sha-i 6: held firmly taught from the top of the wet well. The lifting chain shall be easily accessible from above grade. %Commissioning of Existing Lift Stations _ A. L ottonwood Lift Station - Schedule A The existing lift station shall renain fully operational to provide adequate service for ,he sewage coa:ection system. The existing lift station shall be taken out of servi. after the new lift station is fully operational and has been approved for service b} the City of Renton and the Engineer. The Contractor shall remove all internal components the top concrete slab, the I electrical power supply cabinet, the telemetry system cabinet,a five foot section of force main pipe at the connection to the Metro sewer, and other surface featuras of this facility as indicated by the Engineer or shown on the construction drawings. The existing wet well,force main, and gravity sewer inlet and overflow pipes shall be cleaned, backftlled with sand, and plugged at the ends with grout. All existing r[Mimmmavresrzw�rvmi unam.ms; 11-7 J October 1992 City of Renton Divieton 11—Equipment 1992 Litt Station Improvemaws t components removed from the existing lift station shall be delivered to the City of r,. Renton shops or disposed of at an approved dump site. k B. Lake Washington #2 Lift Station - Schedule B The existing lift nation receives flows from a collection pipe that is not laid to grade. The collection pipe delivers some sewage to d-i lift station by gravity and the rest by the input of water from :he flushing station ..t th- opposite end. Some sewage flows into the lift station throughout the day. The largest volume of sewage flows to the lift station when the flushing station pumps water into the collection R: system pipe. The flushing station operates for a timed duration at specific times of - the day. The city can vary the times the flushing station operates to allow the Contractor to perform work in the wet well with reduced flows entering tie collection pipe. Tie Contractor shall coordinate the operation of the flushing station with the city's maintenance personnel to ensure that pumpiug systems are operated - to provide adequate service. 1 Removal of the existing pumping system and installation of the proposed system will require the Contractor to prov41e for transmission of sewage from the collection system to the Metro sewer connection with a temporary pumping system. A wye fitting has been designed to be installed at the connection point to the existing force main for connecting this temporary pumping system. the Contractor shall subrait a detailed description of this system's components, operational charscteristics, operating schedule, backup components, power service. and emergency response plan. The Contractor's personnel shall be available on site or by phone at all times - during the operation of the temporary pumping system to ensure proper operation. The existing lift station shall remain fully operational to provide sewer service until a temporary sewer pumping system has been assemoted, connected to the existing force main, tested, and proper operation demonstrated to the Engineer. A backup pumping system shall be available on site when the temporary pumpiug system is - in operation. y The temporary pumping system shall be able to adequately pump sewage from the ■ wet well to the Metro connection. The pumping system shall pump the sewage from j the wet well at a rate that maintains :be wet well level below the existing high level - alarm level and prevents sewage from backing up it,, the collection system. Minimum pumping rates equal to those of the proposed pumping equipment shall be used for designing the temporary pumping system. An isolation and check valve ` shall be connected between the temporary pump and the force main connection to prevent backflow problems. 11-8 REM�RI A.D].9PEC81,EGnONAll t1/bfQ,6A1 i City of Renton DCtooer 1992 1892 Lift Station Improvement^ Division 11 -Equipmen 11.6 Wet Well and Pipe Cleaning The existing lift station wet well shall be cleaned sufficiently to remove all sewage, bio-solid accumulation,end other contaminants. Where concrete is to be placed,in wet well and to plug pipes, abrasive cleaning by sandblasting or groding of the concrete or metal surfaces shall be performed to irovide an adequate bonding surface. Concrete adhesive materials may be required ' and shall be approved by the Engineer. 11.7 Sump Pump Sump pump shall have a bronze body,removable inlet screen between motor and pump bodies with a six-vane impeller to pass all solids which pass the inlet screen,and an oil-filled motor in sealed waterproof housing with overload protection. Mechanical seal shall have ceramic seat and carbon rotating element operating in oil. Motor shaft shall be stainless steel. Sump pump shall be controlled by float switches as indicated oa the consu uction drawings. Sump Dump shall be meal to r PP M PIP 702a. Sump pump located in the valve vaults shall be controlled by afloat tv't& wim n.ggy beck plug for manual override. i t t a I; RMtlrbf0..1V1vK.nRf}laNAu tl,l{'Y9(A, 11-9 i 1 TECHNICAL SPECIFICATIONS j ! DIVISION 15 i MECHANICAL 1 0 "r- e { q- i Division 15 r MECHANICAL 15.1 General This division includes work necessary for furnishing and installing mechanical appurtenances and accessories as described to these specifications and as shown on the constructioa drawings. The Contractor shall provide submittals of each aem specified in this division to the Engineer for approval :n accordance with the submittals sections of these specifications. 15.2 Submittals Submittal information shall be provided to the Engineer by the Contractor for the following items. Additional information shall he provided by the Contractor if required by the Engineer. a. ductile iron pipe b. ductile iron fittings c. gate valves d. swing check valves r. pressure slide gate f. reduced pressure backflow preventer 15.3 Pipe and Pipe Fittings i The Contractor shall provide all piping, plumbing, fittings and appurtenances necessary to make all piping systems complete, tested, and ready for operation as �pecified herein and as nown on the construction drawings. Some fittings that ate necessary for proper piping system installation and operation may not have been shown. The Contractor shall provide all firings, pipe and appurtenances necessary, whether shown or not on the construction drawings, to complete all piping systems, tested and ready for operation. The Contractor shwl note that some pipe supports, thrust blocking, and tie rxls are not shown on the construction drawings. The Contractor shall provide pipe supports,thrust blocking, and tie rods for pipes as required by accepted design criteria to support and restrain the loads encountered, A. Ductile Iron Pipe Ductile iron pipe shall be standard thickness Class 52 cement-lined unless otherwise specified and shall conform to the standards of LISA Standard A-21.51 (AWWA C- . {j � twnms.awtranawno�e roravray IS_I Octobw 1992 CRy of Renton 1 Otvlaton 15-hNchenkal 1992 LM Station Impeovemenfs f' 151). Rubber gasket pipe joints are to be push-on-joint (Tyton,or mechanical joint 1 (mj) in accordance with USA Standard A21-11 (AWWA C-111), unless otherwise specified. Flanged joint shall conform to USA Standard B16.1. Standard thickness 1 cement lining shall he in accordance with USA Standard A21.4 (AWWA C-104). When requested,the Contractor shall fur ih certification from the manufacturer of ' the pipe and gasket being supplied that the inspection and all of the specified tests have been made and the results comply with the requirements of this standard. 1 B. Ductile Iron Fittings Ductile iron fittings shall be short body, cement-lined, and for the pressure rating 1 noted on the construction drawings. Meal thickness and manufacturing processes shall cpafomt to applicable portions of USA Standards A21.20,A21.11,B16.2,and B16.4. Standard cement lining shall be in accord.icc with USA Standard A21.4 IAWW A, C-I04). Mechanical joint(mj),ductile 'von,compact fittings 12" and less shall be in accordance with AWWA "C153,Class 350. Mechanical ju- �1t„ductile 1 iron fittings larger than 12" shall be in accordance with USA Standard A21.11 (AWWA C-11P Ductile iron flange (11) fittings shall be in accordance with AWWA C-110, Class 1 250. Gasket material for flanges shall be neoprene, buna n, chlorinated butyl, or cloth-inserted rubber. 1 T)pc end s ds shall be specified as mechanical joint (mj), plain end (pe), or flanged (fl). 1 C. Steel Pipe and Fittings Steel pipe and fittings shall conform to USA Standard D36.10 and ASTM A-53, Class 150. D. Copper Pipe and Fittings 1 Copper piping and tubing shall be drawn and shall meet the requirements of %STM B-88. Type L hard temper shall be used for exposed areas and through concrete, Type K hard temper shall be used for buried services, and Type L soft under 1 concrete floor. Fittings for all buried pipe shall be brass compression type, Swagelok, Gyrolok, Parker CPL. or equal. Fittings for all exposed pipe shall be wrought copper or bronze pressure type solder joints and shall meet the requirements 1 of ANSI B16.22. 1 15-2 uern�arracoo�wtcr,�nanq,e�mxorim 1 City or Renton 1902 Lift StaWn enprpvemants -----Ocrobw 1992 ONlabn 15-Mechanical E. PVC Pipe and Fittings Polyvinyl chloride (PVC) material for pipe fittings and couplings shall conform to ASTM D3034,SDR 35 4 inch to 15 inch and ASTM F679 18 inch to 27 inch,and section 9-05.12 of the Standard Specifications, 15.4 Valves and Appurtenances Valves noted on the drawings or in other pans of the specifications shall meet the requirements herein. All valves shall be designed for the intended service. An valves 1 shall be installed in strict accordance with the manufacturer's instructions and as shown on the construction drawings. Buried valves shall have all operators or valves boxes installed so that the wrenches or operators perfc,m treely and without binding or other interference. Buried valves shall be bedded:rid backfilled according to the requirements of the pipe to which they are attached. Concrete suppons for operators where require shall be as shown on the construction drw,uigs. A. Gate Valves iGate valves 3'and smaller for creel pipe shall be Cr, No. 438 or equal, rated for 125 psi, having non-rising item, screwed hornet. sond wedge disc, bronze construction and threaded ends. f Gate valves 3"and smaller for :tipper piping shall be Crane No. 1120 or equal,rated i for 200 psi non-shock at 200°F,with rising stem,screwed bonnet, solid wedge disc, bronze construction and solder ends,or scmw ends. Gate valves larger than 3' shall be cast iron body, non-rising stem, full bror.m mounted with double disc gates. All valves shall be designed for a minimum :atcr operating Pressure of 200 pounds per square inch and shall conform to AWWA Specifications C-500-71 and any subsequent modifications thereof. Each valve shall be "O"-nng type,Provided with a standard AWWA 2"operating nut,and shall npen by turning counter clockwise (left). The valves shall he Iowa List 14. Mueller A- 2380, Pacific States, U.S. Metropolitan, Kennedy, or At & H or approved egad. B. Reduced Pressure Bac ll/law Preventer -- The reduced pressure backtlow preventer shall be a complete assembly consisting of two independently operating, spring loaded, "Y" pattern check valves and one " hydraulically dependent differential relief valve. The assembly sh:d1 automatically reduce the pressure in the "zone" between the check valves to at least 5 PSI lower than the inlet pressure. Should the differential between the upstream and the zone w�n.mmaorccnrownoe is,av eau 15-3 .. _ October 1992 DIVIMn 15--Afecranlcal CHY of Renton -----------------�__-__ 1992 tilt Station Improvements Of the unit drop t, 2 PSI, a differential relief valve shad open and maintain the Proper differential. Mainline valve body and caps including relief valve body and cover shall be bronze. Check valve moving members shall be center stem guided. All hydraulic sensing Passages shall be internally located within the mainline and relief valve bodies and relief valve cover. Diaphragm to seat area ratio shall be at least 10:1. Relief valve shall have a removable seat ring. Check valve and relief valve components shall be constructed they may be serviced without removing the valve body from the line. ball valves. All seat discss shall be reversible. Shut-off valves and test cocks shall be full ported Tile assembly shall include flanged unions located between the mainline valve body and the ball valve shut-offs to allow for field removal for freeze prutecnon or maintenance without danger of spool replacement. The assembly shall be rated to 175 PSI water working pressure and water temperature range from 32°F to 140T. The assembly shall' meet the requirements of the USC Foundation of Cross Connection Control and Hydraulic Research,Eighth Edition. The assembly shall be a Febco Model 825YA or Approved equal. C. Pressure SUde ;ate Pressure slide ga tes be a opening and withstands a l mechanism maximum sea g headd tob0feet or a nx nlsca ng head to 10 dpi The mechanism shall h<adpi consist of a Yoke,lift operator,non-rising stem,arch,ece,guide rails, frorne, and sliding cover. . shall be flanged with a t25 lb drilling pattern. The.`-arne and sliding cover shall be,case iroc with bronze seating faces. The frame mounted to the frame to form a guide slot for fl Stainless steel guide rails shei: be at vertical sides of the cover and supponing arch.The guide rail and head piece shall withstand the total thrust of the gate slide due to water pressure and wedging action, A heavy duty cast iron arch shall be Provided to uniformly distribute wedging$ action over the entire seating urface P. -detemnned stops on the frame shall stop the at the lower most portion of gate navel, while allowing the cover to continue downward and wedge against the Pitch, forcing the seating surfaces together. The stems shall be stainless steel of suitable length and ample strength. Any Portion of the stem subject to thus[ force, shall be capable of withstanding rice the rated output of rile operator at 40 Pounds of pull,and shall be supported with stem guiles ` 15-4 RFMiT�p.yAgP(L`;\4CM-0NOIb IbID@I]y ,Y I. i t ll a r City of Renton 1992 Lift Station Improvements October 1992 --- Dlvlsion is—Aftm nlca! r ! such that a length io radius ratio for the unsupported part of the stem shall nct _exceed 200 and be supported as shown on the construction drawings. Stem guides shall be fully adjustable to facilitate true stem alignment after installation. Stem guides and wall brackets shall be cast von with stainless steel anchor bolts, fasteners, and split case bronze bushings. A screwhead shall be 'II mounted at the top of the mechanism and shall be provided v ith a 2 inch square operating nut. The pressure slide gate shah be equal to Water Main Industries Red Top Model P- 30. D. Swfag Check Valve The swing check valve shrill function to permit flow only in one direction. The valve shall close tightly,without exceedsslamrrung, when the pressure on the discharge side 1 exceeds the pressure on the inlet side. All swing check valves shall conform with AWWA C508-82 and the following specifications. The swing check valve body shall be constructed with heavy cast von or cast steel and have a bronze or stainless steel seat ring,a noncorrosive shaft and counterweight attachment,and complete noncorrosive shockless cushion chamber. The valve shall be constructed to withstand a minimum water operating pressure of 200 psi. Flanges shal! be supplied with 125 pounu bolt patterns. The cushion chambe;shall be attached to the side of the valve body externally and constructed with a piston operating in a chamber that will effectively permit the valve to operate without a hammering action. The piston shall rompress air in the chamber to develop a shock absorbing action The counterweight location and air chamber relief valve shall be adjustable. I The valve disc shall he constructed of cast iron or cast steel and shall be suspended d front a noncorrosive shaft The valve shall allow the equivalent flow area of the adjoining pipe. The shaft hall pass through a stuffing box and be connected to the cushion chamber on the outside of the valve. The valve shall be equal to Golden Anderson Fig. 25-D cushioned swing check valve. �mimm ¢awrt�aia in,xm.ym I5-5 _J 1 October 1991 City of Rento'f Division 13-Meenenleel 1992 Lift Station Improvements 15.5 Inspection and Testing A. General Fumish all required personnel and equipment and make all tests required to demonstrate the integrity of the finished installation to the approval of the Owner and all agencies having jurisdiction. B. Pipe and Main Testing All piping, both gravity and pmssurc pipelines and concrete embedded pipes, shall be tested. The Contractor shall provide all necessary utilities, labor, and facilities for testing and shall dispose of all waste, including water. All piping, including - valves, fittings, etc. shall be pressure-tested prior to backfill or connection to equipment such as pumps. Pipe and fittings buried under the concrete slab shall be tested prior to concrete placement. .._ Prior to the acceptance of the work, all pressure pipelines shall be subjected to a hydrostatic pressure test at 200 pounds per square inch for one hour. Any leaks or imperfections developed under said pressure will be remedied by the Contractor before final acceptance of the work. o air will be allowed in the lines. Piping shall be tested between valves insofar as possible. No hydrostatic pressure shall be placed against the opposite side �f the valve being rested, Test pressure shall be maintained while the entire installation is being inspected. The Contractor shall provide all necessary equipment and shall perform all work. Insofar as is practical, tests will be.. riade with pipe joints,fittings, and valves exposed for inspection. For - approval, pressures shalt not drop more than 5 psi in any 15 minute period. The Owner shall witness the test: if the test does not pass inspection for any realm, additional trips required to witness another test :hall be done at the Contractor's expense. C. Valves Test al: valve bonnets for tightness. Tes: operate all valves at least once from closed-to-open-to-closed positions while valve is under pressure. - I `i.,..t ali valves for water tightness under differential working pressure. To perform - this test,Pressurize pipe section with valve in place,close valve.and mlieve pressure + on opposite side of valve. The valve shall not pass water dunng a 5 minute test j period. t e 1c-6 u[m�m�o ovs�csreawN ors ia�aar a:�s I J .. 1 i. _ • . 6 I, v • e k r DIVISION ry Division 16 ELECTRICAL 16.1 General The Contractor shall provide all labor, material, tools, equipment and services required to complete the furnishing, installation, wiring, connection, calibration, adjustment, testing and opertion of all electrical equipntem, devices and components as indicated and implied by the plans and these specifications. Complete the wiring, connection, adjustment, calibration, testing and operation of mechanical equipment having electric motors and/or built-in or furnished electrical components. Install electrical components that ate famished with mechanical equipment. Provide the sim, type and rating of motor control devices, equipment and wiring necessary to match the ratings of motors famished with mechanical equipment. Provide adequate space and fit for the electrical installation, including, but not limited to, determination of access-ways and doorways, shipping sections, wall and floor space, and space occupied by mechanical equipment.Provide electrical equipment that fits in the areas shown on the drawings. All equipment b,afl be readily accessible for maintenance, shall have electrical clearances in accordance with NEC and shall be installed in locations which will provide adequate cooling. Complete the procurement, installation, wiring,connection,calibration, adjustment, testing and Operation of all electrical devices, components, accessories and equipment which is not shown or specified but which is nonetheless required to make the systems she wn and specified properly function. Provide field services of qualified technicians to supervise and check out the installation of the equipment, to supervise and check out interconnecting wiring, to conduct start-up of operation Of the equipment,and to correct any problems which occur during Stan-up. Nameplates shall be provided on all,panelboards,motor control equipment,control stations,and all electrical control equipment enclosures.Nameplates shall be made of 1/16-inch thick machine engraved laminated phenolic having white letters not less than 3/16-inches high on black background. All nameplates shall include the equipment name or number. All selector switches shall be provided with nameplates with text as noted on the control wiring diagrams shown cn the drawings. I Electrical work shall be executed in strict accordance with the latest edition of the National Electrical Cude and loral ordinances and ttgulations All electrical equipment, materials, construction methods, tests and definitions shall be in strict conformity with the established standards of the following in their latest adopted revision: NFM,T.A.0.VPKCIFb�aN Ol�,b,Dy,S,r 16-1 i , 0d06er 1992 DIv/ston 16-Electrleal city of Renton ----_--.---.___-____ 1992 Lift SY&tlon InPwemantl --UnderwritL:s' Laboratories, In,. (UL) tu --National Electrical Manufacrers Association (NEMA) --Canadian Stand-rds Association (CSA) --Elecinca! Testing Laboratories (ETL) --Factory Mutual F.M.) All materials and equipment specified herein shall,within the scope of JL.Examination Services, be approved la the Underwriter's Laboratories for rho Purptlse for which they are used and shed, r bear the UL label. t 16.2 Submittals Subminal infomtation shall be provided a the Engineer by the Contractor for the following Items. Additional information shall be prvvided by the Contractor if required by the Engineer. a. electrical handholes , b. servic e disconn ect switch Utility meter enclosure Cl. generator connection e e. enclosure light fixture receptacle f Yard light fixture g. wet well light h. Pump control panel a. wet well transducer j. level Floats k. motor starers 1. intrinsically safe barrier relays } { 16.3 Contract Documents 7'he electrical layouts arc generally diagrammatic The location of unless dimensioned. Exact locations and routingequipment is a conditions and physical interferences an of conduits shah be govened bPsroxamate tractutid Minor ad uson d by locations of electrcal terminations on equipment. 1 enu and deviations from the apparent locations shown on the drawings shall be Provided without extra costs. I 16-2 NFMrn m00WE4RbrON Ott,nyR,xn s 1 L ....-,.< OttY of Renton October 1992 1992 L111 Ststlbn improvements Division 16-ENurlcat i16.4 Grounding Service and equipment grounding shall be per Article 250 of the National Electric Code. The Contractor shall verify thit a low-resistance ground path is provided for all circuits so an accidental contact to ground of any live conductor will instantly trip the circuit. 16.5 Test Reports Testing for installed conductors is required as specified in Sections 16.7. Test reports shall be submittx m the Engineer prior to final acceptance. 16.6 Raceways DThis section covers the f,mishing and installation of all raceways,fittings and boxes used in the construction of this facility. All wiring shall be in a raceway system. Ground Conductor: All power distribution raceway shall contain,a minimum of one continuous copper equipment grounding conductor sized in accordance with the National Elecr:c Code (NEC). „] All materials and equipment specified herein shall conform with all applicable NEMA,ANSI and IEEE standards. All materials and equipment specified herein and their installation method= shall conform to the latest published version of the NEC. All ronduits shall be galvanized rigid steel(G.R.0) unless otherwise noted. All underground conduit at Lake Washington Lift Station No. 2 shall be Galvanized Rigid Steel (GRC). - At Cottonwood Lift Station,underground conduit shall be Schedule 80 PVC with the exception of conduits routed from the wetwell to handholes and the first 10 feet of conduit leaving handholes towards the equipment enclosure. I Aluminum conduit shall not b sed on this project. Rigid conduit (GRC) shall be steel, hot dipped galvanized. Terminations shall be by means of threaded hubs ar double locknuts and insulating grounding type bushings. Nonmetallic conduit shall be rigid PVC,Schedule 80. Fittings shall be of the same material as the raceway and installed with solvent per the Manufacturer's instructions. Conduit,fittings and hMTlip0lp[fF1FPWMD,F Irylyil]F 16-3 y y� I oetobor 1942 city of Rw Dlrlslnn 16—Elactrlcsl _ 1992 Lift Stetlon snpmtnutN W solvent shall all be manufactured by the same Manufacturer. All 90 degree elbows and penetrations or transition from below grade shall be made with galvanized rigid steel. •• A. Fiffings and Boxes Unions shall be of the type designated as UNF and UNY and shall be suitable for ' use in moist atmospheres. Unions shall be of cast ferrous alloy,electroplated with zinc. Locknuts shall be extra heavy steel electroplated with zinc for sizes 3/4-inch to two inches.Locknuts larger than two inches sh 0 be of malleable iron,electroplated with Zinc. B. Pushings I. General: Bushings shall be steel or malleable imn threaded type electroplated with zinc or hot-dip galvanized.Bushings shall have a molded-phenolic or nylon insulating collar. 2. Grounding Bushings: Grounding-type bushings shall have a projecting portion drilled for the size grounding cable used and shall be provided with a clamp or set screw for securing the cable. In addition, a set screw shall be provided to securely lock the bushing to the conduit.Grounding bushings shall be Credney ;. Type IBC-LS,Type BL,o:T&B No. 3870 through 3880. 3. Bushed Openings: Bushings for protection of cables passing through metal boxc.,or troughs shall be all phenolic type at d shall be OZ Type ABB. Hubs for connection of conduit to boxes shall be of zinc. Hubs for use in corrosive ' areas shall be PVC coated Lac. The hubs shall provide a liquid-tight connection to the box and an insulating bushing for the wLing.Hubs shall be Thomas and Betts- bullet type. C. Boxes Junction boxes, device boxes; fixture support boxes; and oblong, round and ractliagular conduit fittings (condulets) tot use on galvanized rigid steel raceways shall be zinc electroplated cast ferrous alloy. Integrally cast threaded hubs or bosses shall be provided for all conduit entrances and shall provide for full five thread contact on tightening. Drilling and threading shall be done betore finishing. The cover plate shall be of similar cast fermnc Alloy material and finish. A full body neoprene gasket shall be provided with the cover. Stainless steel scmws shall be provided for all covers.Outlet and device boxes shall be ganged where two or more 16-4 asMrsnmmsnccs recanrvuis,otavt:i� octobor 1992 I. City of Renton Division 16-ElsetrMai 1992 Lift Station imPcvoments - devices are to be installed side-by-side. Device coven shall be provided with neoprene gaskets. Covers shall be of cast ferrous alloy finished as described fot the box unless the particular device requires a cover that is not manufactured in this material Where NEMA 12 boxes are called out,they shall be of heavy gauge shoe[steel,or. if they are device boxes,they shall be cast metal. All NEMA 12 boxes shall be UL labeled,provided with a five-r ul thick,light gray thermo-epoxy finish,and designed . so that moisture will drain away from the gasketed cover joint. Covers for sheet steel boxes shall have turned edges, ground smooth to form a tight seal against the - gasket when the cover is closed- Outlet boxes shall be recessed where conduit is recessed and surface mounted TS" or TD" boxes where conduit is surface mounted. D. Conduit and Cable Supports Conduit clamps shall be of the on,-hole type of hot-dip galvanimd malleable iron. _ Clamp backs and nesting backs shall be of similar material and finish. Clamps shall he as manufactured by 0.7- Gedney Electric Company. All framing charnels shall be aluminum or fiberglass. All hardware shall be stainless steel. Channel section shall be sufficient to limit deflection to 1/360 of span. Bax fill per NEC. Article 370, Section 6. E. Conduit ' Where required for eau of pulling and as necessary to meet codes,install junction, pull boxes or handholes even though not shown on the drawings. } Conduit shall terminate in junction boxes,outlet boxes or panels with proper fittings. Conduit entering free-standing panels shall temunale in clear wiring space. Where such conduits are located on drawings with dimensions or elevations, adjust as necessary for conduits to enter clear wiring space and shall be terminated with a grounding bushing. All conduit entering NEMA 3R, 4, 12 or JIC boxes shall be tenrunated with a rainught hub. All surface-mounted cast bozos shall have threaded hubs. All joints shall be made with standard couplings or specified unions.Running threads shall not be used in lien of conduit nipples, nor shall excessive threads be used on any conduit. Conduits terminated in cast boxes shall have five full threads of contact. na�,ryrritp/arartwoxuv n,srixu 16-5 J timer tars Dlvlebn 16—ENCCtel City of.Renton 1992 Lift Stetson 9nprovemente The ends of all conduit shall be cut square, reamed and threaded with straight threads. Conduit joints shall be made up with T&B Kopr-Shield which shall be applied to the male threads only. Exposed threads on all surfaces of GRS conduit routed in corrosive areas are to be coated in the field following installation with either mch-nystic or brush applied Rob Roy coating. Spray-on coating is not allowed. ' Conduit installed in concrete slabs or walls shall be placed in the middle thins where possible. Slabs laid on the earth shall be thickened by trenching, if the conduit , cannot be placed within the slab thickness shown. Clearances equal to the conduit trade diameter but not le;, than 1-1/2 inches shall i be maintained between conduits encased in slam,. Clearances of less than 1-1/2 inches at conduit crossings and terminating locations may be allowed by the Engineer at his discretion. No conduit shall to installed in beams or footings. Exercise necessary precautions to prevent the lod,ing of dirt,concrete or trash in the conduit, fittings and boxes during the course of imtallation. After the conduit has been installed, the conduit shall be tested for obstructions or flattening by pulling a mandrel of appropriate size through the conduit. if an obstmction is found, that section is to be replaced. Cleaning conduits shall be performed by drawing a brush ,.hth stiff bristles and a swab trough each duct and conduit to make certain no foreign materials arc left in the conduit. Cleaning and mi ndrelling operations unity be performed simultaneously. Where conduit enters the facility below grade,the conduit shall be sealed with duct seal. When rigid steel conduit is threaded in the field, the theads shall be re-galvanized by the Gals-a-weld process or by Gal-van-ize as manufactured by Lawson li Products, Inc. F. Conduit Schedule Refer to the conduit and conduct r schedules on the one-line diagram raceway sizing specific to the lift station shown, draw hng for G. Outlet Boxes Outlet boxes shall be located to provide ample clearance between fixtures, pipes, beams and ducts. The location ')f all outlets shown as approximate. The exact l tr6 +NAnnaamavcce.+Fwavau ialM vs J �F f COY Of Renton 1992 UR 3hroon Iaproveingnis -- — October 1992 Division 16-EreclrIc9I location shell be verified on the job to;void conflict with other work. Boxes shall s be accurately placed and independently and securely supported. N. Ekcokal Site Work '. Provide all el.cavation, trenching, backfill and surace restoration required for the electrical Work. r, Trenching shall be to depths as p requires: by code, the particular installation, or as�. shown on the drawings. Trench width and length all be as required by the installation or as shown. The trench bottom shabehfree of debris and graded smooth. Where the trench bottom is rock or rocky, or contains debris larger than L' one inch or material with sharp edges, the Contractor shall over excavate three inches and fill with three inches of sand. Separation between new electrical utilities and other utilities shall be one foot,zero inches minimum. All crossing of concrete or asphalt shall be performed only after the surface material has been saw cut to T� required width and removed iJ All backfill material shall be placed so as to obtain a minimum degree of compaction ., of 95 percent of the maximum density at optimum moisture content. Moisten backfill material as required to obtain proper compaction. Broken pavement, .. concrete, sod roots and debris shall not be used for backfill. After 12 inches of compacted backfill is installed over concrete encased conduits,a yellow warning tape shall be placed in the trench. The warning tape shall be of a non-biodegradable material and shall have the words "caution buried electrical conductors below." L Ekctrical Handholes Handle shall be concrete with diamond plate door for splicing cable to building wire. Handhule shall be Pipe, inc. #1521 or approved equal. The units required for d.is proiw are identified in the drawings. Conduits entering handholes shall have grounding bushings installed and the conduit Pads shall be sealed wida Permagum sealing compound. Area inside handhole is ass 1, Division 1. ncrn,m zuuvtcTcowHo,a avm.ar 16-7 �4 rr r! � aerator 102 Division 16-Eleonscal City or Raritan 1992 Lift Station lmprayemerlra 16.7 Wire and Cable A. Conductors Conductors shall he copper. Sizes AWG No. 14, 12 and 10 shall be solid except in control panels; all larger conductors shall be stranded. Insulation shall be THWN, T W or Tlfftw. Use of THIN insulation shall not be allowed. Conductors used 'for power circuits shall not be smaller than No. 12. Control conductors shall be No. 14, unless otherwise specified in this section. B. Connectors Utilize Ideal Industries' "Wing Nut' or 3M Companv's "Scotchlock" preinsulated 'connector for splices and taps in conductors No.10 AWG and smaller. For No. 8 AWG and larger conductors,utilize T&B compression connectors. ller.Com o r using recommended die and tools. C. Splice Insulation Splice insulation shall be equal to the conductor utilized. A Shielded Signal Cable a Signal conductor cable shall be AWG #16 individually twisted, shielded pain, ,Belden #8719 or equal. Conductors shall be tinned copper with color coded 90 degrees PVC insulation and individual conductor jacket of nylon.Shielding shall he aluminum polyester 100 percent shield coverage with ureru wiry The cable shall have an overall PVC jacket. The insulation system shall be rated for 300 volts. E. Color Coding Provide for service, feeder, branch,control and signaling circuit conductors. Color shall be green for grounding conductors and white for neutrals. Where neutrals of more than one system are installed in the same raceway or bax,other neutrals shall be white with colorea stripes (except green) The color of unground conductors i-different voltage systems shall be as Jbilows* 1 1. 2401120 volt,three-phase .-Phase A. black --Phase B, red --Phase C, blue i 16-8 RFM}nppAgpr��e�MOlr tblyplklr C11Y Of Renton .. 1902 Lift Station anprovemMfs Pnoner 1992 Mvls.an +6 - =tectreat 2. 480/277 volt, three phase i --Phase A. brown -.Phase B.orange --Phase C, yellow F. Wire Description Refer to the conduit and conductor schedules op the one-line diagram drawings for description of conductors required by feeders shown on the diagram. G. Gtneral 1 Keep all conductors wi hin thu allowable tension limits during installation. Lubricants for wire pulling,if used,shall be approved for the insulation apd racewav material. Observe cable Manufacturer's and industry standard cable bending radius recommendations. Incoming cables in panels and motor control enclosures, No. 6 AWG and smaller, shall be bundled and laced at intervals not greater Cian six inches and neatly spread into trees and connected to their respective terminals. Sufficient slack shall be allowed in cables for alteratiuns in terminal connections. Lacing shall be done wita plasuc cable ties using a tensioning tool designed for that m purpose. Cables crossing hinges shall be made up into groups not exceeding 12 and shall be so arranged that they will be protected fmm chafing when the hinged member is moved. All Class l Location Wiring to meet NEC, Article 501 and 502. H. Wire and Cable Termination Power conductors No. 8 AWG and larger may be terminated directly in box-type lugs wihout•enninals. Insulated tertinals of the spade or Ting-toc¢ue type shall be used on a:" randed control and power conductors No. 12 AWG and smaller. Insulated' .unals shall be used also on all stranded instrumentation wiring. Special I insrumentouon cables shall be temtinateJ in accordance with the recommendations Of the Manufacturer of the equipment and subject review by the Engineer. xrn�m.Amwccmr¢nwMan�nav�a�t 16-9 _J Petaber 1992 Ca,'or Penton Olvlegn fa_fbctneal 1992 Lift Station knprovemenro No splices shall be used in power and control and signal wiring. The wiring shall be �. inuous from point-to-point. Terminals c d connectors shall be installed with the compression tool r -ommended i by the terminal Manufacturer.SJlid wive shall not be lugged,but shall' c terminated with a full ring eye of the wim under the binding-head screw it saddle of the terminal block. Electrical spring connectors may be used only on lighting circuits. All control conductors in control panels,instrument parcels,field panels and control stations,as well as connections to mechanical equipment,shall be tagged at each end with a legible, permanently coded tight fitting wire-marking sleere showing the complete wire designation. , All field wiring to pushbutton stations and other [;plated control devices shall be labeled at each end with the complete circuit number. All wiring to other panels, or interlocking wiring shall have the applicable identification at each end of the conductors. When selecting wire labels for field installed wines,the Contractor shall incorporas either the remote device tag name or the output terminal number at the , original x;uipment or control panel whenever possiole. Field installed wire markers shall be T&B SMS pie-printed clip-on markers, or equal. 1. 600V Cable Acceptance , The Contractor shall provide all malenal.equipment,labor and technical s,pervision to perform tests and inspections as specified herein. It is the intent of these tests to assure that all electrical equipment s supplied and installed by tht Contracto, is operational within the industry and Manufacturer's tolerances and ;s installed in , accordance with design documents. If the test results indicate that corrective measures act re uired,the Contractor shall undertake all such corrective nwasures. No additional c- .pensation will be paid for corrective measures. While performing tests specified herein,the Contractor shall complete the conductor test report attached at the end of this section. Test reports must be submitted to the Eneineer prim to final acceptance by the ' Owner. 1. Conductor tests' Following the completion of installation, test conductors m -. follows: irk 16-10 rcr�m nooe�csn:awHot�in,aoi:t� (•:, a Z. - - Clty or Renton October 1992 1992 Ln1 Station Improvements Dlvlelon 16-ElectrAcal a. Visually inspect exposed sections of all conductors for physical damage. Verify that cable is supplied and conuected in accordance with specifications and one-line diagram. b. Perform continuity tests on all conductors to ensure proper cable connection. c. Perform voltage and insulation resistance pests on feed:rs which have labels appearing on the attached conductor test report and as identified on the one-line diagrams on the drawings. 2. Test Values a. Insulation resistance tests shall be performed at 500 volts DC for one-half minute. b. Minimum megger readings at 20 degrees C shall be one megohm I �M�mmDPfKlTrtawn.D���nv�-�11� 16-11 L_ � October 1992 City of f won - ONlalon 16-Mactricaf 1992 Lift Station knprovernants 16.7 CONDUCTOR TEST REPORT Page 1 of 1 PROJECT: Cottonwood Lin Station CONTRACTOR CO. NAME: PHONE NO: TESTED BY: TEST DATE: R..y v C ODerating Load Voltage Insulation Resistance- OHMS lJbet VAR VCB VCA VAN VBN VCN A-B B-C C..1 I A-G B-G C-G I 17 18 ! I 0 n i 1 I � (1) Refer to raceway and wire (2) Visual Inspectiom-Cbeck when (3) Continuity Test.-Check Wheen—� wbedale and one-t ae dial ram for completed Completed deecriptim of feeder identified by label shown on this report � I 16-12 w.w.,»ra.ararcca,n:aww.o�s inmw�xa i G I _ Cfty of Renton - ... 1992 Lift SYABon snprovsrrsnts OctOOar 1992 ---- -- Division 16—Elaotrleal 16.7 CONDUCTOR TEST REPORT Page 1 of I PROJECT: Lake Washington Lift Station iCONTRACTOR CO. NAME: PHONE NO: TESTED BY: TEST DATE: RLAW v c O ratin Load Volta e t+nrl Insulation Resistance• OHMS ' VAB VCB VC A VAN VON VCN A-B B-C C-A A.(1 R-C C- 17 18 J — , i I 1 1 h (1) Refer to rocewar and wire (3) Visuyl Ios schedule and one-One diagram for <om leled Vetroo--Cheek when (J) Continuity Tmt-•Check When description of feeder ident:rwd by p Completed label shown nn this report iFK.�m-xiayaers*Ewov cie�u,.�,r�s 16-13 I October 1997 City or Renton Division /a-fleefrlesl 199:Lift Station enprovements V Service and Metering O A. Description of Work Work consists of modification of the power services at both Cottonwood and Lake Washington No. Lift Stations. The work will involve disconnection and removal of , existing power service to the existing lift stations and provision of new underground service and above grade electrical service equipment at each lift station. This specification describes work to be done at both lift stations. The new service shall include the following: --Underground Service Feeder --Service Disconnect Switch —Meter Enclosure --Manual Transfe r Switch --Generator Connection Receptacle --Ground Electrode System B. Utility Responsibilities The electrical utility providing prunary service to these facilities is Puget Power. During design, contact was made with Customer Service Engineer, Karen Sharp, - located in the Renton Service Center. Ms. Sharp can be contacted by telephoning (206) 277-4947. ' The Contractor shall be fully and completely responsible for a-- scheduling and coordination with Puget Power. The Contractor shall contact Puget Power to coordinate scheduling of work to be performed and to verify responsibilities. All utility company charges for connection of new service will be paid by City of Renton and shall not be included in the Contractor's bid price. Rc:ore submitting a bid, the Contractor shall become familiar with all Puget Power undergrouro electrical service requirements which may affect the execution of the d his/her work. I Puget Fower will perform the following: 1. Disconnect existing 480V pump -tation service conductors at the vault mounted utility service transformer which is to remain. y 16-14 gc«.ima.ovsoecs�ruwrv.ois�nrNt-i:�� A L J f l tom;,~ R C/ty of Renoir - M 2 LM Sbnnn empmvemenb October 1992 DMirlon 16-Electrl=l - 2. Provide new pump statioc service conduit tiom exsting vault mounted transformer to new adjacent handhole and terminate conductors at the transformer. 3. Provide a meter at the lift station in the enclosure provided by the contractor. The Contractor shall pee form the following L Remove existing lift suction power service including all underground wire,and above grade service equipment. Also,remove all existing underground conduit that is exposed during the new construction. Existing meter is to be returned to Puget Power. ' 2. Provide trenching and backfill,and borrow material for the underground service from the existing uulity transfomier to the lift station equipment enclosures. _ 3. Provide utility service connection handhole adjacent to the existing utility transformer in accordance with Puget Power requirements. 4. Provide underground PVC secondary conduit and wiring from the equipment enclosure to the connection handhole. Provide sufficient conductors to terminate at the transformer. Trrmunate conductors at the service disconnect end. 5. Provide new equipment at the equipment enclosure w indicated on the drawings and described in the is specification. - JJ 6. Provide station ground electrode system as shown on the drawings and s herein. S specified { i C. Standards and Codes Work involving service installation shall be done in accordance with Puget Power's standards and the National Electric Code. Service equipment shall be listed and labeled by UL as "suitable for use as service equipment". �rnmsronac�,fuwr..ei�mc:�:t' 16-15 J October 1992 City or Renton DWsion 16-ENCMewl 1992 Lift Station Improvements r D. Service Disconnect Switch The switch shall be heavy duty type,shall be quick-make,quick btuak and shall be horsepower rated. The switch shall have blades as required to open all underground conductors. The switch shall be padiockable in the OFF or ON position. ' The enclosure shall have imcdocking cover to prevent opening door when switch is cloud. The interlock shall include a defeating scheme. The enclosure shall be padlockable. 77a:enclosure shall be NEMA 3R rated Fusible disconnects shall be us above with additional of iuse space and clips to i' accept Class RKI fuses. Service entrance disconnect shall be furnished with a UL service entrance label. Provide one C) set of spare fuses to be stored on site Acceptable Switch Manufacturers: Cutler/Hammer, General Electric, Square-D or ' 7Qf, Westinghouse. Acceptable Fuse Manufacturers: Bussman,Gould-Shawn.ut Littlefuse,and Reliance. , E. Gtilio Meter Enclosure Meter enclosure shall oe a Circle AW and as required to meet the requirements of the serving utility. Installation shall be in vandal proof NEMA 3R enclosure with ' a lockable hinged door. Meter shall includr Metal Vandal Screen that can be purchased from Puget Power Company. Contractor shall coordinate with Power Company on type of metering required and shall provide a'I labor and material necessary to meet Power Company requirements. F. Manual Transfer Switch , Switch shall be heavy duty safety switch, double throe, type, non-fused, manually operated, NEMA 3R enclosure, 600V,3+Pole, 100 Ampere rated. Manufacturers: Cutler/Hammer,General Electric, Square-D,or WWestinghouse. ' 16-16 urM�rnaa.aoevrestcc�wrr.�,rianr�s+r _ r CRY Of Mormin OetoWr 1992 i f r992 LM Bt.non anproMrnents _-_. . ON15Aon 16—Ekwffical I _ G. Generator Connection Receptacle Receptacle shall match the plug used by the City on they existing portable generator. The receptacle is a Crouse Hinds No. AR1048. Contractor shall be responsible for verifying if the City uses reversed contacts, and if they do, supply receptacle with revised contacts. H. Ground Electrode System The grounded conductor and ground bus shall be connectcd to the grounding electrode system via the grounding electrode conductor as indicated on system one- line diagram, and the equipment enclosure plan and elevation views. The system shall be as indicated in Section 250-H of the National Ebctrical Code. 16.9 Wiring Dovlces A. Switches and Rereptaeles Standa,d wall switches shall be single- or double-pole, standard or three-way, as shown on the drawings and shall be AC quiet typo rated 20 amp, 1251.177 volt with screw terminals. Wiring devices shall be ivory colored for general use and brown when installed in service areas or dark Finished walls.Approved manufacturers are: Switch Receptacle Arrow Han 1991 Series5252 Series Bryant 49015252 General Electric 59514060 Hubbel 12215252 P&S 20AC15252 B. Plates Scope: Provide plate for each wiring device or outlet. 1. Device place receptacles in the valve vault and back0ow preventer enclosure shall have weatherproof plates with a hinged cover and shall be Sierra Electric WP series or equal. �rn�m�wsnr.�rrworra�••a�ao<-�s�a 1b17 -k i r OCtOW 1992 CNY or MXMIs ["vision 16-Eloctrtcwl 1092 LM Ststlon knprovwnal D F 2. Plates for devices in the equipment enclosure shall be of metal, of i tame F manufacture as the conduit fittings and specifically suited for the device and , fitting used. C. Position of Outlet , Install symmetrically all receptacles, switches and outlets shown on the trim and, ' whrre necessary, set the long dimension of the plate horizontal or gang in tandem. D. Mounting Heights Vault and werwell mounted outlet devices shall generally be 24 inches above the floor. Switches and receptacles in the equipment enclosures shall be mounted as shown on the elevation views on the drawings. 16.10 Llghting , A. Light Fixtures Light fixtures shall be provided in accordance wish die equipment schedules shown on the drawings. , The fixture catalog numbers listed in the Equipment Schedule indicate Manufacturer, fixture design,quality of design and manufacture,appearance,features and options ' required. Lighting fixtures specified will be the basis for comparison in the consideration of fixtures of other manufacturers. Fixtures of lesser quality shall not be considered equivalent. All tixtu2 component parts shall be manufactured and/or assembled at the Manufacturing plant for shipment.The shipment from the fixture manufacturer shall include integrally mounted and/or remote mounted ballasts where ballasts are required for the proper operation of the future lamps. , B. Ballast Ballasts shall be of the higi. .ower factor type,rated for low temperature apphcauon. All ballasts shall be equipped with automatic resetting protective devices in accordance with UL requirements. !� ■ Ib-lg rtrMimmaurccnrtawwni�inuv�:r� j e - My Of Renton October 1992 feet Lin Station Improvements Division 16-ElectrleN C. [amps Provide all lamps as specified. Refer to the Lighting Fixture Schedule on the drawings for the ordering information on lamps.Fluorescent lamps shall be standard type, not energy efficient type due to low temperature conditions. Approved manufacturers are Westinghouse,Sylvania and G.E. Lamps shall be provided for all lighting fixtures. D. Special Accessories Provide accessories such as junction boxes.plastic frames,stem,hangers,canopies, coupliogs, cords, toggle bolts, etc., necessary to mount fixture in a proper and approved method. E. Fixture mounting Properly support and align fixtures and provide all necessary steel shapes for support of the fxw:rs.Coordinate complete fixture installation with the facility construction. Clean and mount all lighting fixtures with new lamps immediately prior to final inspection. Rectangular fluorescent fixtures shall be mounted with sides paraVA to the equipment enclosure lines. 16.11 Pump Control Panels A. S. tern Description This section covers the main control system indicated on the drawings and specified herein. The work shall include, but not be limited to the following: 1. Provide a complete pump control system consisting of a well level controlier unit, associated control equipment, annunciator panel, relays, indicating lights and selector switches. The control components shall be supplied and installed ' as an integrated system which includes all accessories necessary for operation. The Manufacturer of the control system shall assemble the system to provide the control functions and sequences indicated by the drawings and specifications. 2. Provide level measurement devices. ' 3. Provide pump local control panel at the lift station (Cottonwood only) i swrmaomraeetrawn.o,��v.m,rio 16-19 J . .. 46 t _. .. OClobr 199' city of Ramon DMalon r•,-ENetrleal 1992 Lit Station Impmmmants 4. provide interconnecting winng from alarm annunciator for status output to the telemetry system. The pump control panel shall be designed and assembled by the Manufacturer to provide. 1. Automatic control and monitoring of the operation of sewage pumps. ' 2. Automatic monitoring of alarm condition and control of alarm annunciation. 3. Interface with and provide operating status and alarm inputs to the telemetry system. l The pump control panel shall be designed and assembled by the Manufacturer to: 1. Be an integrated system composed of components which are specifically designed and used for control and operation of pumping equipment and which are standard, catalog listed products. I. Provide the capabilities indicated and implied by the plans and these specifications and such additional capabilities as may be necessary for proper operation of the pumps and pump station equipment. 3. Provide the control functions and sequences indicated and implied by these -*' '•- specifications and sut.h additional and alternative functions and sequences as may be defined by the engineer and/or owner •Rer testing of the panel and/or •-• after the sewage lift station is placed into operation. R. Responsibility of Contractor and Control System Manufacturer i The Manufacturer of the pump control panel shall be fully and completely responsible for the design and assembly of the system as specified herein and shall be enjoined by the Contractor as a Subcontractor. The assignment of specific responsibilities herein to to Manufacturer shall not, in any way and under any conditions,diminish or usurp the Contractor's full and complete responsibility for all word: performed and all materials installed under the contract. The contract betw, the Contractor and the Manufacturer shall specifically require that the Mane tumt confort to and meet all requirements specified herein. C. Srandards and Codes All equipment and materials shall conform to the latest revised editions of applicable standards published by the following organizations: 16-20 IIEM�rrlAODDPFe2�rFWON ON 161a+Qe>�� y City or Renton October 1991 .. 1992 Lift Station improvements Division 16-EAPCtrk ! # m --American National Standards Institute (ANSI) --Institute of Electrical Manufacturers Association (NEMA) a --National Electrical Manufacturers Association (NEMA) --Underwriter's Laboratories (U/L) --Instrument Society of America (ISA) i- --National Fire Protection Association (NFPA 20) All electrical equipment and materials,and the design,construction,installation,and application thereof shall comply with all applicable provisions of the National Electrical Code (NEC), the Occupational Safety and Health Act (OSHA), and any applicable Federal. State, and local ordinances, rules and regulators. All materials and equipment specified herein shall, within the scope of UL examination services,be approved by the Underwnter's Laboratories for the purpo,e _ for which they are used and shall bear the UI label. Alm- All control panels shall bear a UL lubel for the completed assembled panel. D. Integration with Other Equipment and Devices . . The Manufacturer of the pump control panel shall be solely and completely responsible for the integration of the panel with all equipment and devices as indicated and implied by the plans and these specifications. The Manufacturer of the pump control panel shall define specific operating characteristics of all equipment - and devices, shall define requirements for and furnish all interfacing devices and shall define specific requirements for interconnecting wiring. The Manufacturer of I the pump control panel shall inform the Contractor of operating requirements for all equipment and devices so that such requirements may be included by the Contractor in purchases ordered for the equipment and devices. Only equipment and devices with operating characteristics as defined by the Manufacture:of the pump controi panel shall be installed. Equipment and devices with operating characteristics other than as defined by the Manufacturer of the pump control panel shall be removed and proper equipment and devices shall be installed at no additional cost to the Owner. E. Integration with Telemetry I The Manufacturer of the pump panel shall determine all requirements for =strutting data to the existing telemetry system and shall include in the panel all required devices and equipment for interfacing contact closures. IFMIT11.p(OY[C]IIEp10N 01�1b12Q.111� 16-21 DetOWr 1992 City o1 Rent 3n Division 16—Eleetneal _ 1992 Litt Station anprovainwni F. Equipment Size Electrical equipment shall fit in the space provided on the plan drawings or as specified Equit.^uu heights and widths shall not exceed those shown or specified. Larger equipment shall not be considered acceptable. , The pump control panel shall be completely assembled in the shop by the Manufacturer. All components and equipment shall be pre-wired to the maximum ' extent possible. All interconnecting woes installed by the Manufacturer shall be numbered at each t end using custom pre-printed heatshrink slave markers. Markers shall be T&B SHRINK-KIN HVM or approved equal. Terminations shall be made using solderless pnxsure connectors at" terminations. All conductors shall be stranded wire with thermoplastic insulation and shall be cabled in groups and supported so as to prevent breaking and to present an orderly arrangement and near appearance. All outgoing ' wiring shall be terminated on a marked terminal strip capable of connection of at least No. 12 wire and all ternimal connections shall be numbered consecutively throughout the system. , Control and signal conductors shall be bundled separately from alternating currant circuits. All wiring shall be neatly tied in position with nylon cable me ties. ' Instruments with portable cord copnections shall be fed through the instrument panel plug strip which shall be located near the rep of the panel directly above the instruments. Instrument supply cords shall be the only panel wiring which is not ' continuously supported and tied All wiring and tubing crossing binges shall be installed in a manner to prevent chafing. Bundles ,i similar conductors shall be clamped securely to the door and to the panel, and the bundles shall ran parallel to the hinge for at least 12 inches. Spiral nylon cable wrap shall be provided in the hinge section of the bundle to fully protect the conductors or tubing against chafing. All components,includmg both intemally and face-mounted instruments and devices, ' shall be clearly identified with phenolic nameplates of black background with white letters. G. Imerconneetilng Wiring The Manufacturer of the power and control panel shall determine all requirements for field-installed interconnecting wiring between the panel and all other cabinets, enclosures, sensors,and equipment The manufacturer shall determine the location, number, size and type of wires. IG22 arM,on m.aaerce�r[awna,��aisv-air _ Clry or Fenton October 1992 199.f In Station Improvement Division 16-Electria l t The wire shown on the plans shall be considered only as genera: guidelines for signal and control circuits. The Manufacturer shall determine all spec'.;fic t requirements and shall confirm or modify the wiring shown on the plans to conform to such requirements. r, H. Factory Testing ' Operation of the comple,c -wnel shall be tested in the shop by the Manufacturer. Testing shall include, bar r„ .be limited to the following: I. Varying wet wet cond[ions shall be simulated and the control panel operated to test all conuml, status and alarm equipment. 2. Where possible, actual field devices shall be tested as a complete system 3. All owputs to the telemetry panel shall be simulated. After completion of testing, the Manufacturer shall repeat the resting for inspection by the Engineer and Owner. '[tic repeat testing shall be conducted for a period of at least two (2) houn while represenatives of the Engineer and Owner are in the Manufacturer's shop. All contra functions and all status and alarm monitoring and indication shall be demonstrated for the Engineer and Owaer under simulated 'I operating conditions. The Manufacturer shall revise,modify, adjust and reprogram the system as required by the Engineer and Owner during the test period. 1. Motor Starters Provide contactors of elector-mechanical type with coil controlled by an application spe6fic microprocessor with the following features: 1. Maximum contact bounce time of 2 milliseconds on contact closure. 2. Dip switch selectable overload protection accurate within 2% of the motor heating damage boundary. Overload trip class to be dip switch selectable between 10, 20 and 30 seconds. ' 3. Rest and trip indicating pushbutton fumishrd with a 6 firot cord and jack to be plugged into the side of the motor starter. Reset and tap pushbutton is to be NEMA 4 oiltight for mounting in the door of the pump control panel. 4. Bell alarm module with 5 wr,e form C NO/NC contacts to indicate motor starter has tripped open. Mod..... shall be snap mounter to motor starter and be card and plug connected to the starter. rarmaevartcs,rcw.arvoin,a,.,o.u.,� 16-23 J J 1 s� October r992 City of Renton Dh sbn i6-Ebctrivi 7992 Lift Stetton.enpovemenN 5. Starter is to he provide without phase loss/unbalance and ¢round fuult Protection. 6. Snrter shall be provided with contactor auxiliary contacts consisting of four(4) NO and four(4) N.C. contacts rated 10 amperes continuous. ' J. Molded'lase Circuit Breakers Molded case circuit breakers shall be quick-make and quick-break type. They shall have wiping type contacts. Each shall be provided with arc chutes, individual trip ' mechanisnu on each pole. Two and three pole breakers shall be common trip. all breakers shell be calibrated for operation in an ambient temperature of 10 degrees C. Molded case circuit breakers shall be trip-free. Each breaker shall have trip indicatio:i independent of the ON or OFF positions. Breakers shall have lugs UL listed for both copper and aluminum. Breakers shall have the interrupting rating and trip rating indicated on the drawings. K. Selector Switches Selector switches shall be heavy duty oiltight industrial type, for use ort 120VAC ' control circuits. Contacts shall have a continuous current rating of 10 amperes both inductive and resistive. L. Indler ling Lights Indicating lights shall be heavy-duty industrial oiltight,push to test AC transtormer ' •,?c with 6.3 t olt lamps. M. Control Relays Conu'ol relays shall be IDEC RH SERIES SNAP MOUNT or equal and shall be , interchangeable with one another. One spare relay of each type shall be provided with the system. Control relays shall have indicating light to show energized poriuoo and it= delay relays shall ha,e additional indicating light to show timed ' out feature. N. Terminal Boards Terminal boards shall be 600V modular terminal blocks,compression clamp type for DIN rail mounting. En relec Series 4/6 or approved equal, 16-24 rcrn�mu.asaecsrtawivoi�iaia� s:r , _ J City of Renton October 1992 1992 Litt Station Improvements Division 16—Electrical O. Wlreways Wireways shall be provided for interconnecting major groups of devices mounted within the panel. T*e wireways shall be 2-1/2 inch by 2-1/2 inch of four inch by four inch steel wireways. PVC slotted side panel wiring duct(PANDUIT) shall be provio�d adjacent to relays and may also be used for control wire. The duct shall' be arrangod in horizontal configurations to pass near all relays and devices being fed from the duct. Header ducts shall,in general, be steel wircways as specified above. A Enclosure Enclosure for the pump control panel shall be as shown on the equipment schedules on the drawings. Q. Wet Well Level Floats (�J Level switches for wet well level sensing sti dl be mercury tube switch type enclosed in a sealed polyuretharte float. A weight shall be on the cord near the float switch. S'Atches shall be Hydro-o-matic #3900 or e.yual. 2/C #16 flexih'; type SIO oil- proof 300-voit cord shall be integral with the flat switch and shall be of sufficieut length to reach the splice handhole with a-t additional fo,:feet of slack cord in the wetwell. The float switch shall indicate to the control system that the wet well level, at which the switch its% beer positioned, has been reached by the wastewater. I. Wet Well Secondar r -nt Level Float. Float switches for we, condary containment level sensing shall be meretay tube switch type enclosed in a sealed polyurethane flout. A weight shall be on the corn near the float switch. Float switch shall be mounted accordingly to avoid nuisance tripping of less than 3 inch pump down. A second float switch shall be installed to add redundance to the control. The float switch shall indicate to the control system that wastewater or water is inside the secondary containment. R. Wet Well Level Transducers The transdu,cn shall be inserted between the wet well casing and the fiberglass pump casing, and shall be fully active Wheatstone Bridge type submersible transducers with a 4-20ma output. The strain gauge bridge shall be stainless steel. The transducer shall be hermetically sealed to withstand 100' submergence or an operating environment of 10A humidity. Total error band shall not exceed 0.25% of full scale over a temperatitre range of 0-100°C. Voltage input shall be 9 to 29 vdc without more than 0.12 rcmianao.00.•srnrFcwon oi�rvuc.rw 16-25 J O006V 102 OMabn 10-ElMrloal City of Renton " ; _-.. __ rDD?Lln Stannn anpmvgnenta percent change in output. The volunwtric displacement of the bridge from zero psi b max-rated pressure shall be less than 0.01 cubic inch. The electronics shall hate ' boil[-in protection against AC line transients and lightning spikes,and an RFI filter to reject external electrical and internal noise. Zero and span adjustments shall be tt[ non-interacting. F The transducer shall have a maximum OD of ,/2" and a maxim im length of 8". The transducer shall be provided with enough submergence-proof cable to allow for an unspliced run from the tr;.nsduccr electronics to the transducer. Locate th0 transducer electronics on the pump control box near the wet well for Schedule A and in the Control[Equipment Enclosure for Schedule B. I 4ma = 1 foot of water (display reads 0 feet) 20ma = 20 feet of water (display reads 20 feet) S. Phase Sequences and Loss Monitor Relay (PMR) ?rovid-a phase sequence and loss monitor relay with automatic reset field adjustable time delay and a minimum of two (2) Form C N.O. comets. The manufacturer shall be Diversified Electronics #SLD-230-ALE. T. Intrinsically Safe Barrier Relays Intrinsically Sale Barrier Relays shall be GEMS "SAFE-PAK" as manufactured by R. Transamerica Delaval. This device allows a low voltage signal from a non- intrinsically safe device to close the contacts to a higher voltage, thus. eliminating any chance of sparking in this area. U. Pump Alternator Alternator relay shall be standard duplex or type provii7n.� automatic alternating sequence. Relay shall be industrial plug-jr.type with LED"ition indication, 120V, f Diversified Electronics Inc., Model ARA-120 or approved equal. V. Cycle Counters ' Six Digit LCD, .35"High Digits,Non-resetable counter with 10 year self contained battery. Red lion model CUB2LU or approved equal. e �t r 16-..� nxm,xnximaatcavrt«ona.�,,,,w,.em i r. October lies C !y or Renton Dlvlsbn 16-ENt:rrlesl 1992 Llh Srarlon Improvements_ W. Key Operated Switch Key operated security control switch with type position momentary contact switch. Keys for Cottonwood and Lake Washington No 2 to be alive. Switch to be provided with a NEMA 3R box. Key switch to be Square Class 9001 Type KY ' or approved equal. A minimum of Cotu(4)keys shall be provided. Contractor shall coordinate lock cylinder manufacturer with owner prior to purchase. X. Valve Vault Intrusion Limit Switch Provide heavy du.y,oiltight NEMA 4 limit switch with SPDT contacts rated for 10 amps continuous load. The switch shall include a stainless steel roller arm actuator with nvlon roller and be Square D Class W, Type BD or equal. Y. Equipment Enclosure Intrusion Limit Switches Provide NEMA 4 miniature enclosed reed type limit switch for monitoring unauthorized entry into the equipment enclosures. One switch shall be provided per enclosure door. Switch shdl be Square-D Class 9W7 Type XA or approved equal. 1. flow Control Limit Switch Provide henry duly,o,. ght NEMA 4 limit switch with SPDT contacts rota$ for 10 amps continuous load and mounting msessories. The switch shall include a stainless steel roau arm actuator with nylon roller and k Square D Class Wi Type BD or equal. Ol.a switch ^Fall be prov^ded per check valve. The limit switch shall indicate to the contra! •istem that flow is moving through the check valve. Z. Installation The Dump control panel shall be installed by the Contractor or,at the option of the Contractor, by the Manufacturer of the panel in accordance with the installation 1 drawings and instructions prepared by the Manufacturer. Installation shall be performed by workers who are skilled and experienced in the installation of electrical instrumentation and control systems. 1 .stallation shall include all elements and components of the panel and all f interconnecting wiring between all equipment,components and sensors. All wiring i between cabinets, sensors and equipment shall be labeled at both ends for ease of servicing. r.w ana aoar¢cVno Dn 0141'nM 1-ss 16-27 L._._ October IM2 City of Renton Mvision If—Ebotrbsl IP92 Lin Stollen Inprosemonts All terminations shall be made with solderless pressure connectors. All wiring shall be in accordance with the requirements of Section 16.7 of this specification. Connection between the power and control panel and the existing telemetry equipment shall be included as indicated on the drawings and will be the responsibility of the Contractor. AA. Inspection and Ver�flcapcn of Installation After completion of the installation of the panel, the Manufacturer shall inspect the installation and verify that all components and wiring are correctly installed. The ' Manufacturer shall determine the exact scope and nature of work required to correct deficiencies and errors in the work and shall supervise the performance of such work. BB. Calibration and Start-Up All components of the panel shall be calibrated by the Manufacturer after completion of installation. Each component shall be adjusted to be within the required range and for the specific application. Components that cannot be properly calibrated or that are found to exceed the specified range or accuracy shall be removed and replaced. After co-pletion of construction of the lift station, dne panel shall be placed into operation by the Manufacturer. Installation shall be performed by workers who are skilled and experienced in the installation of electrical instrumentation and control systems. The Manufacturer of the pump control panel shall be solely and completely responsible for all mainten.•rce of the system from time of start-up to the date of -�--- acceptance, by formal action of the Owner, of all work under the contract. The Manufacturer shall correct all deficiencies and defects and make any and all repairs. , replacements,modifications,and adjustments as malfunctions or failures occur. The Manufacturer shall perform all scch work required or considered to be required by the Owner to cause and maintain proper operation of the system and to properly maintain the systems. The Contractor and the Manufacturer of the pump control panel shall anticipate that the Owner may delay acceptance of all work under the contract if,in the judgement of the.Owner, malfunctions or failwes in operation of the panel occur after Stan-up. , Both one Contractor and the manufacturer shall not be entitled to an extension of time or to any claim for damages because of nin dances, delays or complications caused by or resolting from delay by the Owner in accepting the work because of malfunctions or failures in operation of the panel. 16-28 raEM,rn m.aysrrrsrcc�anoie „`v.inat J Cfty or Renton Octobrr 1992 - 1992 Lllf Station Improvements OlvNlon 16—Electrical 16.12 Telephone Services t A. Description of Rork Work consists of the removal of the existing underground telephone service and provision of a new underground telephone service at both Cottonwood and Lake IWashington No.2 Lift Stations. At Lake Washington No.2 Lift Station,an existing above grade utility pedestal will have to be relocated as it interferes with the new location of the above grade lift station equipment enclosure. B. Utility Responsibilities The telephone utility providing service to these facilities is U.S. West Communications. During design,contact was made with Customer Service Engineer, Bob Steen, Mr. Steen can be contacted by telephoning 235-3602. The Contractor f� shall be fully and completely responsible for all scheduling and coordination wits U.S. West. 0.11 utility company charges for connection of new service shall be paid for by the Cortractor and shall be included in the Contractor's bid price. U.S. West will perform for the following: 1. Disconnect me existing lift station telephone service. 2. Relocation of existing service pedestal as shown on the electrical site plan on the drawing. 3. Provide new telephone service cable routed undergroand through new conduit provided by the contractor form the utility pedestal to the above grade lift station equipment enclosure. Terminate at both ends. 4. Fumish telephone termination enclosure to be installed by the contractor inside the lift station equipment enclosare. The Contractor shall perform the following: 1 1. Remove existing lift station underground telephone service conduit and wire. I 2. Frovide trenching, backfill, and borrow materiel for new underground service from the lift station equipment enclosure to the utility pedestal. Conduit may be routed with power service conduit. xrmvn A.aoxcc.,rcaury o,�i,nwniem 16-29 J x. Oetooer 1992 City of Renton Division 18-Electrical 1992 Lilt Ststlon Improvements 3. P- le underground PVC conduit routed from the lift strtion equipment e, ,ure to the utility pedestal. ' 4. Install telephone termination enclosure furnished by U.S. West, at location shuwn on the equipment enclosure elevation on the drawings. 4. 5. Provide a No. 6 ground conductor for telephone service grounding. E C. Coordination The Co- -actor shall coordinate the installation of telephone service with the ' . lelephvae company. t , '� 16-3L 11EM�Sn RCt3VEe8,1E04DN O��,�rtWibN TECHNICAL SPECIFICATIONS DIVISION 17 I AUTOMATIC CONTROL _J Division 17 AUTOMATIC CONTROL 17.1 Scope of Work This contract includes the integration of an existing telemetry, and data logging system 1 into the lift station, improvements. 17.2 Functional Description i The City currently owns and operates an analog tone based alarm monitoring system manufactured and installed by Stead and Baggerly Inc. The system is currently maintained by City Instruments. The exist alarm system uses analog tone based digital scanner trmsmitters lenneculd to the motor starters and alarm sensors in the existing Lift Stations.The existing monitor points are shown on the project plans. The contractor shall use the existing telemetry equipment to monitor new sensors and alarm points at each station. The existing equipment shall be connected to new sensors, and the equipment shall be reawlated to a new electrical equipment enclosure at each site. The existing equipment at the Master Caisole located at the City shops will be used to display the new alarm and indicating coroiuoi.s. The City is currently in the design phase of a new telemetry and supervisory control system for all of the City's lift sarions.The existing equipment will be abandoned in the future by others.This contract includes sensors, conduit and equipment mounting space that will not be used now, but that will be used ar the future by the new telemetry system. 17.3 Remote Site Requirements Install new sensors in the wet well, valve vault, and motor control equipment cabinets. Relocate the existing telemetry equipment to the new electrical equipment enclosures in the space provided. Connect to new 110 vac power supply, and new telephone service. Connect to some of the new sensors as shown on the project plans. Install new interface or signal conditioning equipment as necessary to establish a telephone telemetry link to the existing Master Console at the shops. Prov;de signal conditioning as necessary to interface with the new sensors. xrr.�mw.msnar*rwovc,�„a.zvx.�ram 17-1 City of Renton .. Ck6tos er 1992 — 199a Station impmvemente Division 17-Automark rlontnd Test and verify operation of the new sensors,teler. :try equipment,and alarm functions. provide as-built data on the new equipment, and mark-up a set of existing system as- builts. TIP A. Master Console Requirements Provide new engraved covers for the existing alarm annun, tors to[Hatch the alarm or monitoring function as shown on the project plans. Calibrate or impedance match as necessary to accommodate the ne.v telephone service at each remote site. , Test and verify operation of the telemetry equipment, and alarm runctions. Provide so-built data on the new equipment,and mark-up a set of existing system as-builts. 17.4 Equipment Fene18 Panels should be 'umpletely fabricated, and insmumenu installed and wired in the manufacturer'., mactory (where possible). All wiring shall be completed and tested prior to shipment. All er-temal connections shall be by way of numbered terminal blocks. Panel cutouts for instruments and devices shall be cut,punched or drilled and smoothly ' frnisited with muuned edges. Control equipment panels shall be enclosures conforming to the requirements of the ' National Electrical Manufacturers Association(NEMA)and shall be NEMA 4 for outdoor use. In addition to the NEMA standards, the panels shall conform to the following requirements: 1. hlinumil metal thickness shall be 14-gauge2. , All doors shall be rubber-gasketed with continuous hinge and key locking latch mechanism- i 3. Wherever practical,enclosures shall be a manufucmred item. 4. Panels shall be sized to adequately dissipate heat generated by equipment mounted I in or on the panel. 17-2 v0'nm6 't-AI L J city or Ranfan October 1997 199fff 7� Station m[P/OVBmprrJ DIVISIon 17—Automatic Cc,trrol V 17.5 Normal Power Supply ' All equipment panels shall be provided with 120-volt. 60-Hz power. Make provisions for conduit entry and provide a terminal block for termination of the circuit wires. Branch circuits shall be individually fused with an indication of fuse opening. All fuse holders for the panel shall De grouped on a single sub-panel. They shall be so situated that when the pancl door is opened there is a clear view of the indicators and clear access for replacemem of the fuses. Fuses shall be Bussman Manufactunng Model ABC or MDA Rated for Branch circuit, or approved equal. Provide DC power supplies as required to power instruments requiring external DC power of the appropriate voltages, with sufficient voltage regulation and ripple control to assure that the instruments being supplied can operate within their required tolerances. 17.6 Nameplate, Name Tags and Service Legends All components provided under this specification, both field- and p%iel-mounted, shrill be provided with permanet,tly-mounted plastic or aluminum name ags. The Engineer shall have complete control over the hardware to be labeled and the labeling provided. Provide labels as directed. Service legends and namr,lates shall be engraved, rigid, laminated plastic type with adhesive back. Color shall be black background with white letters and letter height shall be 5/16". Adhesive backed tags shall also have at least two brass screws for positive fastening. 17.7 Line Protection Units ir✓ A line protection unit shall isolate and protect the telemetry electronics from current and voltage surges in the transit mon lines. Each protection unit shall have: I. An isolation transformer with a minimum of 1.500 volts AC isolation, primary to secondary, and a minimum saturation current of 100 milliamps (ma) S.C. or as required to protect the telemetry equipment from damage. 2. Separate line-side and equipment-side terminal blocks. 3. Two clip-mounted,replaceable gas discharge tubes rated at 90 volts striking voltage and 5,000 ampere peak pulse current capacity and suitable ground strap. 1 �M>nA TaKtlVFObNOn110VQUb1 -3 J J OetoDM 1992 Ctty of Renton ONlsbn 17-Autometle Control 1992 Oft Statlon Improvements I The line protection unit shall be a complete unit,mounted on a separate chassis, and be field replaceable without soldering. The chassis shall be a 1/4" thick plate. 17.8 Terminal Blocks , All wires between panel-mounted equipment and other equipment shall be tenninateu a 1 tenninal blocks. Switches shall be terminated at the terminal blocks with crimp-type,pre- insulated,ring-tongue lugs. Lugs shall be of the appropriate size for their terminal block ' screws and !or the number and size of the wires terminated- Terminal blocks shall be one-piece molded plastic blocks with screw-type terminals and barriers rated for 300 volts. Terminals shall be double-sided and supplied with removable covers to prevent accidental contact with live circuits. Terminals shall have permanent, legible identification, and he clearly visible with the protectiv; cover removed. 17.9 Wiring All electrt-al wiring ,!.all be in accordance with the National Ele, 4xic ("C). Wires shalt be 600 volt class, PVC insulated, stranded copper and o^h I the axes required for the current to be carried but not less than No. 14 AWG a.uctnr sire. All power wiring shall be supported on a sheet metal raceway or enclosed, - a pLu , .sui]:; duct. Wiring for signal circuits shall be twisted shielded pairs not smalls th.u, q, 18 Awg,and be separated at least 6" from any power wiring. 17.10 Relays Relays for control, alarm and report-back functions shall be supplied as required to provide external keying and control switching. Relays shall be 1. ,- oh AC, or 12- or 24-volt DC. Relays and shall be plug-in type with dust covers, and shall be ' interchangeable with one anodler. Contacts shall have NEMA rating designations of A150 and P150(10 amps at 120 volts,60 Hz,and 5 amps at 120 volts,DC). All relays have LED indicators to signal when the coil is energized. Provide adjustable time delay , relays on all alamr and shutdown circuits to prevent nuisance tripping of the alarm - points. Time delay relays for these functions may not be shown on the plans; however, provide as required on all circuits. TDRs shall be adjustable from 0-5 minutes. ' I 17.11 Pushbuttons Units shall be heavy-duty,oil-tight,industrial-type pushbuttons with momentary contacts rated for 10 amperes continuous at 120 volts AC. Button color shall be as specified in , _ 17-4 %mm!BtUMpE(Y1]Ep,UN01]I11Y1:NTf}9, .a coy of Rernorl October 1992 ' 1992 Lift Station arprovementa Division 17-Automatic Control icontrol panels and shall have full guard Units shall have standard size legend plated with black field and white marking as indicated Contact arrangements shall be as shown. ' 17.12 Selector Switch Units shall be heavy-duty,oil-tight, industrial-type selector switches with contacts rated for 120 volt AC service at 10 amperes continuous. Units shall have standard size,black field, legend plates with white markings, as indicated. Operators shall be black knob type. Units shall have the number of positions and contact arrangements and spring return function (if any) as shown. Units shall be single-hole mounting, accommodating panel thicknesses from 1/16'minimum to 1/4'maximum. Units with up to four selection position shall be Cutler-Elammer type,Square D Type K,or equal. Units with up to 12 selection positions shall be Rundel-Ides standard cam switch,Elecrroswitch 31,or equal. 17,13 Signal Conditioning A. Current-to-Current Converter 1 Unit shall receive 4 to Mina DC input signal and shall produce a proportional 4 to 20ma DC output signal into loads in the range of 0 to 2500 ohr.- without load ' adjustments for a 24 volt DC supply. Input impedance shall be less than 50 ohms. V it accuracy shall be 30.25 percent of span,minimum. Unit shall be provided with Ati-turn non-interacting span and zero adjustments. Unit shall he housed in a NEMA I rated enclosure and shall be furnished with an integral bracket for rear-of- panel mounting, unless otherwise noted Unit shall operate on 120-volt, 50/60-Hz power. B. Resistance-to-Current Converter t Unit shall receive a 0-10,000 ohm input and shall produce a proportional 4-20ma DC output signal into loads in the range of 0-800 ohms for a 24 volt DC supply. Unit input/output isolation rating shall be 600 volts DC minimum. Input impedance shell be 10,000 ohms minimum. Unit accuracy shall be t0.25 percent of span minimum. Unit shall be provided with multi-tum span and zero adjustments. Unit shall be housed in a NEMA l rated enclosure and shall be furnished with an integral bracket for rear-of-panel mounting. Unit shall operate on 120 volt, 50/60 Hz power. rF.,.,mm.mevccnrtuwrco,ri:n:nagaa 17-5 October 1992 City or Renton Division 17-Automatic 4ontroi 1992 Lin Station improvements , C. Pulse-to-Current Converter Unit shall receive a DC pulse generated by contact closures or solid state switches, , and whose rate is linearly proportional 4.20ma DC output signal into leads in the range of 0-900 ohms for a 254 volt supply. Unit accuracy shall be 30-25 percent of spar. mmimum. Provide with multi-turn, non-interacting span and zero adjustment. Unit shall be housed in a NEC.1,4 1 rated enclosure and shall be famished with an integral bracket for back pw,,I mounting. Unit shall operate on 120 volt AC,60-Hz power. 17.14 Testing and Startup The Contractor shall prepare trst procedures to demonstrate conformance of the complete system to this specification. The Contractor shall submit a detailed test schedule within ' four weeks after the notice to proceed for Owner review and approval. The decision of the Owner upon the acceptability of the test procedures and conformance shall be final. Testing shall be required to determine if installed equipment and system(s) will operate in the manner in which they are intended to operate. The Contractor shall furnish all labor, materials, tools, equipment, instruments and services necessary to perform all specifw functional testing of all installed equipment and systems at no additional cost. -. The work will not be accepted until all testing has bran satisfactorily performed. 17.15 Factory Test Prior to shipment, a witnessed demonstration test shall be performed on the control system, to show conformance with this specification. The test shall demonstrate all specified fuucuons. The Contructor shall notify the Owner at least two weeks prior to the date of the factory demonstration test. 17.16 On-Site Tests The control system shall be tested at the job site to determine if damage has occurred during transit and installation. A witnessed,on-site demonstration test stall be performed on the complete system at the completion of the project. Fach :unction shall be demonstrated to the satisfaction of the Owner. The Contractor shall notify the Owner at least two days prior to the date of the on-site demonstration tests. Should any pan of the system fail during the test, the test shall be rescheduled and repeated to the satisfaction of the Owner after epairs have been made. 17-6 xn+xn-m ovarEcnrt wvo+n�s+mira� F Clry of Renton oclobsr 1992 1997:Ili Station unprov9vrtenla Division 17-!'aamatto Control F 17.17 Startup _ _ All testing, stanup and operation shall not be cause for claims for delay by the i ! Contractor, and all expenses accruing therefrom shall be deemed to be incidental to this -, contract. The Contractor shall make arrangement for aU materials, supplies and labor necessary to efficiently complete thr testing, startup and operation. I ^. Startup shall consist of testing, by a simulated operation, all operational equipment and controls. The purpose of these tew shall be to check that all Nuiprnent will function under operating conditions, that all inirrlocking controls and srqur^ces are properly se„ and that the facility will function as an operating unit. I . S Checks for calibration and serpoints shall he made. Factory representatives of all major units shall be present for the startup phase. The test shall ctintinue until it is i demonstrated that all functions of controls and machinery are correct. i i i Startup shall nct begin until all tests required by the specifications have been completed 1i and approved by the Owner. M 17.18 Operation I 1 Operation of the equipment shall be immediately darted after completion of testing and startup, and after satisfactory repass and adjustments have been made. 17.19 Operation and Maintenance Manuals _ Two types of operation and maintenance manuals will be required or this contract: i 1. General manuals for use by the Water Department staff for daily operation, maintenance and troubleshooting. 2. Technical manuals for use by trained electronics technicians for technical ,red "board level" maintenance and repair. I 17.20 General Operation and Maintenance Manuals Prior to the receipt of payment for molt than 50 pement of the work,the Contractor shall deliver to the Owner five sets of acceptable mitnufacturer's operating and maintenance instructions covering each piece of :mechanical and electrical equipment, or equipment assembly, furnished under this contract. Fach set of instructions shall be bound into aeaem ximaeca�n:u.an.o�>�+aava�oy, 17 7 Lam. r October 1992 city of Renton Division 17—AmOmatlC Controi 1992 Lift Station tmprovarnenb multiple volumes; each volume to be complete vIth and index and bound in a suitable hard-rover binder. Manuals shall be assembled cod indexed so that information on each piece of equipment can be readily found. The operating and mainenance instructions shall include, as a minimum, the following data for each ;Irm of mechanical and electrical equipment: 1. Complete "as-built'elementary and one-line diagrams. 2. Recommended spare pans list. 3. Recommended preventative maintenance schedules. 4. Disassemble and re-assembly instructions. 5. Nane, location and telephone number of the nearest supplier and spare parts warehouse. 6. Step-by-step open a procedure. 7. Description of overall system performance and operation. 8. Step-ry-step transducer and recorder calibratlun procedures. 9. "As-built' list of calibrat;m and"serpoint"values on all components. 10. Step-by-step master equipment troubleshooting procedure. 11. Step-by-step remote equipment troubleshooting procedure. 12. All warranties. 13. Equipment specifications. Manuals shall be purposefully made for th,s installation, and generai manuals which are vague or .ve linuard applicability will not be accepted. The manuals shall be written in a nontechnical format suitable for reeding by water system operators with no previous automatic conuol equipment experience. The decision o`the Owner on the acceptability of the manual shall be final. 17.21 Technical Service Manual Prior to the receipt of payment for more than 50 percent of the work,the Contractor shall _ deliver to the Owner five sets of acc.ptable manufacturer's technical instructions covering each piece of electrical equipment,or equipment assembly,fumished under this contract. Each set of instructions shall be bound into multiple volumes; each volume to be complete with an index and bound in a suitable hard-cover binder. Manuals shall be assembled and indexed so that information of each pi-ce of equipment can be readily j found. The technical instructions shall include, as a minimum, the following data for each item of mechanical and electrical equipment: I Complete detaded wiring diagrams and circuit diag arns. 2. Diagnostic procedures for"board-level" maintenar ce and repair. 17-0 IIrMI'()1 m.WSPkCB11FCMON Y1)110'IL11�.pl J I V� 1 1 Uty of Renton moo' 1992 1992 Lift Station anprovamants Division 17-Automatic Control 3. Complete list of all"bc..rd-levLP"components and local suppliers name and phone number. i 4. Source code for all electronic components and assemblies. 5. Source code for all software or coded programs. I The purpose of the technical manual shall be to provide sufficient information for a trained electronics technician unfamiliar with this specific equipment to troubleshoot and repair any component failures without the equipment manufacturer's assistance. The - decision of the Owner on the acceptability of the manual shall be final. i i i I r i II i 1 i 1 i i r araan_--• —�awarvannnun wzl 17-9 1 i t a . e f - r Ap 4` TECHNICAL SPECIFiCATIONS DIVISION i MEASUREMENT AND PAYMENT a 'p, y,; i Division 18 { MEASUREMENT AND PAYMENT a 18.1 Payment ` It is the intention of these specifications that performance of work under bid items shall result in complete construction,in proper operating condition,of improvements identified in these written specifications and accompanying the Plans. Work and material trt specifically listed in the proposal, but required according to the Plans and specifications and general practice, shall be included in Contmctor's bid once. 18.2 Bid ttem Nos. 1 and 8 -- Mobilization, Demobilization, Site Preparation and Clean-up Lump sum price covers complete cost of furnishing, installing and testing,compete and in-place, all work and materials necessary to: move and organza equipment and Personnel onto the 'ob site; secure job site; provide and maintain necessary support facilities; obtain all necessary permits and licerses; prepare site for construction. operations; maintain site and surrounding areas during construction; provide system tesnm,moat.ill persanne!and equipment off site after contract c coon;prolon,and provide i as-built data; clean up site prior to final acc.vtance; and accomplish all other items of de work not specifically listed in other divisions. Payment shall be lump sure. No mom than 50 percent of hid amount for this item wiil be paid before final paymem request,and this Sid amo•m, may zet be more than 10 per - of value of total contract. 18.3 Bid Item Nos. 2 and 9- Site Work and Utilities i Lump sum once shown shall cover the complete cost of ptnviCirg all site work relapngI�, to construction of improvements as shown on the Plans and specified herein.. Plonk includes, but is not fimitul ,o: structure excavation, backfill, and compaction; site grading; temporary conswction fcncirtg; temocrary stontiwater, disposal of excess material; control of water, landscaping; trenching; excavation; rei ioval of unsuitable materials; select bedding; bac'flll; appurtenances; dewatering and restoration for water, sewer,stornwater, gas,telemetry,building drains,other underground utilities.and traffic control; and all other necessary for a complete installation of all sitework and underground utilities. Payment shall be lump s;,-n. I 184 Bid Item No. 3-Sr oondary Containment System Lump sum price shown shall cover the complete cost of providing all mat^rial,, 5 Gi labor accessary constructiag the containment tmpete as shown on the Plans and detailed in the contractspecifiatins including: PEM�Tn.N.MVPECSiEMDNJ�I IVI{i 16L 18-1 L _J Is T October 1992 City Or.Renton Division 18-MwOureme.'tt and Payment _ 1992 Lilt Station lmprivemerts fioerglass reinforced plasuc (FRP) tank, sleeves, angles, beams, grating, con'ainment 0 boots at pipe penetration., high density fill below tank, seal at top of tank, anv special . installation apparatus, and non-;kid Floor surfaces. Payment shall be lump sum. 18.5 Bid Item Nos.4 and 10— Mechanical Lump sum price shown shall cover the complete cost of providing all labor,materials and 1 equipment necessary for the mechanica: work shown on the Plans and detailed in the technical specifications, including pumps and motors, all other meci,mical work, and other equipment not '.sled in the o, Sid items. This bid item shall also include the - compleft cost of providing ail;�hor,matenels,and equipment necessary for painting and coating all surfaces of the ie -rovements as shown on the Plans and detailed in the technical specifications. Payment shall be lamp sum. 18.6 Bid Item Non. 5 ar.d 11 — Elactrical Lump sum price shown shall cover the complete cost of providing all labor,materials and equipment necessary for the electrical work shown on the Plam and detailed in the technical specifications. Payment shall be lump sum. 18.7 Bid Rem Nos. 6 and 12—Control Lump sum price shown shall cover the complete cost of providing all labor,materials and equipment necessary for the automatic control system as shown on the Plans and detailed in the technical specifications. Payment shall be lump sum. 18.8 Bid Item No. 7 and 14— Shoring Lump sum price shown shall cover the complete cot of shoring including, design as required by code and standards, whether shown on the Plans or not. Payment shall be lump sum. 18.9 Bid Item No. 13 — Paving I The unit cost pace shown shall cover the complete cost of providing all material„ placement,ano compaction of pavement for the pavement area that is shcwn on:he plans and additional pavement :.yeas th-.are not shown. The unit price shall be used for calculating pavement area as shown. l g-2 i Una9.awrtcn VAN t1nNF+W i 4W AM ctty or Renton Octooer 1992 1992 Llfr Station anprovemems _ Olvlslon 18-Measurement ana Payment Payment shall be by square yard of mater.al as measured in place by the Engineer. Additional pavement may be required. 1 The total pavement area in which the indicated unit price shall apply shall not exceed 1,000 slume yards. Additional pav„me�t area required beyond the area shown and above N 2,OW square yards of total pavement area for the project shall be paid for on a unit price basis that 's agreed upon by the City of Renton and the Comractnr. e i nFm�>n�a aosrEca.rtd9n o���v.am-,es� 18-; I J i a 1 J 6 1 . a eeM a �a � as r � � � ' � � ■� � � sa ■� o �r FILTER FABRIC MATERIAL 60' VIDE PULLS USE STAPLCS OR WIRE RINGS TO ATl RICH FABRIC TO WIRE, 2' BY 2- 14 GA WIRE FABRIC OR COVIV. II Purpose B•v II I 10 rfto:n sed•ront from very smolt disturbed 11 I ,,as by construe t:on of o temporary boner •� node From onst, wnmat of 13 tempora iron s'w 6eanng and grubbing the site. II BURY BOTTOM OF FABRIC 41 �l�_MATERIAL IN B' BY 12• IRENCH Cond.t.ons Where PraCt:Ce AppOes r'-e• II II Belo- disturbed areas residue to sheet and rill II II N"Jobt where enough ren or u material h u Aote, o For constructlt of such o bored Note, dues not replace the need for o seanent troy or Pcntl. Design Criteria/Specs FiCation2 o See F.gure 5AAG for datoA. FILTER FABRIC MATERIAL o Minimum height = D feet. F6' na wlnuR h[.�gg♦= e Meet. ?' PY 2' BY IA GA. WIRE o M"w^u" w:tlth� 5 free of Its base. • ..k IC Of EOUIV.—� T Aaa:num width IS feet, o A ushb fence Anchored aver the brush Bern may be -equ+retl by Y-o• BALD to enhance the flltrA tbn LobA.ty of the bonier. PROVIDE O/A' - 1.5--- F ro < WASHED GRAVFL BACMFILL I!- IN TRENCi A14D DN BOTH SIDES OF FILTER FENCE FABRIC ON s•=Ir THE SURr ACE, FILTER FABRIC FENCE DETAIL 2' BY I' WOOD POST — j AIT- STEEL FENCE POS1;. ADOPTEDmY be BRUSH BARRIER � n.M.rd eMn. la ate n/um NO SCALE -- r OWG NAM( BR21 SP PAGE:0066 i f � 1 I CASTING INLAID EDRY ! _ OR EQUAL, PT.0714 SEC DETAIL 7.I.4. IF `�• -- ADJUSTMENT X' MIN. i CONE II � tr 1 MORTAR JOINTS PRECAST SECTION •IM STEPS - 3/4' r-rORMED BAR STEPS SHALL ?E INCLUDED -1/t• CONCRETE BASE BY PIPE INC, r FIM OR APPROVED EQUAL. O• tY tlni�_ MAX. PIPE SIZE - 21' I D T- //'' LADDER-$TO ALUMINUM /MORTAR OR GALVANIZED STEEL I FILLET CONTRCiF SNCIE 41 PRE AST BASE SECTION .1 OR CAST IN SHELF IY AIM J1 ,-�1 5•,AMI• 3 SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE 1YPICAL DETAIL NO SCALE i ADOPTED r!I em or.R m ur PMTc.a/um DWG. NAME- SR28 SP PAGE:B07I t N a may( � t i s ;�I i f f f r f—vr•wa x n. 112" 1 J/P'NN-Sv10 tAl1(1M CAST Ixf(f/µ 01 r(♦ D�0=0 zr-art• D "-1/i- O N'• �).. �t]-IA" A-IIv' SECTION A-A ,x FRAME (NON-LICKING) COVER (NON-LOCKING) A FOR 5/8--❑ M.C. . 1-1/4^ ran'• �• O $.S. SOC, MD. CAP SCREW (3 REO'D) yr lrt �Sr• / vr• r ^ ITYP. NON-SKID PATTERN wrt• rn. \ A A0A B 17 ,llr T' _SECTION B-B 2" RAISED LETTERS AS y+ REO'D. SEE NOTE No.3 BELOW > A UNDERSIDE SHOWN FOR CLARITY 1 J/("CM Ono M t3" ]C (ALL(Aw TM]n"-H x[. �I-IIC'CTA[(rn1 tLRC]Iw1 {. 0x zr•xc.an )rt� FRAME (LOCKt !G) COVER MANHOLE FRAME AND COVER NOTES, L FOR NON-LOCKING USE OLYMPIC FOUNDRY No. MH 30 UR EOUAL. ADOPTED 2. FOR 1 OCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EDUAL • art 01 x(xmx 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER)• Mu14&M t SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). ur arc.)a/nn1 GAG NAME BR29 SP PAGE.8074 J i 1 )yam Y)'3 r�. 6" r �.t R x E F F{( r I`( R t 3/4" SOUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 0 O CONCRETE ❑ 0 t.. p_K.. CLASS 3000 RAISE-]2" �. VIDE BORDER v. 12" 0 FIBER JOINT PACKING —T 1 Z-1" 45*f1/8> BEND 0 CAST TRW RING AND C.OVCR 0 b PIPE MATERIAL AS SPECIFIED By THE ENGINEER N F.10 BE SCALED 6 INCH OR B INCH CLEAN-OUT wrI SAME MANNER AS MAIN SEVER JOINTS. `--- ADOPTED cm or x[xrw 'R . / 91.M..! 17/1 — � LIT o.n vts/u 1 _tiCwS�ON Br APPR' OWC NAME BW188 SP PAGE:8076 i v 'cry I r r r I I f I . i v'uc .mc o LIMITS DF PIPE ZEMK TIMES;BACKFILL PATER1AL (SEE NOTE 5) —�' T PROVIK IRIWOXXT SUPPOITI UPPER OAPALL. z.8 Iw UMC.PXX,,T CS. CONCRETE CLASS C(SEE NOTE 81 PAPR S CW'Mry KOo1mLPL "'IK TO M YX WWI"EACM OIKCILr UK.PIPE IX c F[IUNDATI[N IEVCL �� r' I � . sOPiKKw• N rK SAKTMS EVPs SECIRPI 1W .I`APU KCWICITm T Ir IL V`1 pIK PIPI 'W VIII K TW KSML TKKM VIAµEXCEPT TOP CLASS . PCOMM TIE gn1"COPXPt TC VI01µ SMKL K 1-II2 LC • ITT- ` CLASS A•KSKtu• r 1 TKn[V 1.1 Sw L p(pin TII"MLtt ILUK MAP TKKKS" W IPT SWIIAAr > SECTION 0r TK "'PI0M0 SKCIFICATIOPS. EXCEPT TwT PUERS MCNFUIPS tYYn I"PCP"OEM 0. PIK DIUCIE. SPKL MT K USER IP K I�V tME ROTC ET L Mc 'KOJIP. 'TAM TOP INTO PIK- IN TK ArµCCATES SCCIIOI Or TK LIMITS OF PIPE ZONE STMW#ux�, lullws TOP rK MTERI.I SPECIrICATOWS BACKFILL MATERIAL 3' r. HE ^KO gTOPKµO PARIAL r rLEn IAE Pp TK E•• In AG4K0AICS SECTM CE (SEE NOTE 5) —1 ;Iw.Puo SPECNAlm TEXTIw Tnlr vrtcv¢ATIOPt a.. 1 0 PIK nUSI K AKTaCO In SUER - IWAR AS TO EWRK FLw LR[ IS BEDDING MATERIAL --i- PAIPTAP(R FOR RIGID PIPE C (SEE :EDTE 6) 0 I FOUNDATION LEVEL- BEDDING CLASS DESIGN RRI[M41 RAS3 A CIAS% O CLASS C ClAii O QASS F �':� ' RLASS A C. R K.i]r t NK . A I/A 10. • • xPO BEDDING FOR RIG,, WIPE Ir IY.. v 4CC ARM .1 LIMITS ZONE O W.OR Nt on In nR xRo GR • 1 T C L.OR 1/2 ORBED —I . A . .`PP4 t)•• IO Mq II1KR LG MATERIAL FOR FLEXIBLEPIPE (SEE NOTE 7) T a"PIn ovcP zT••Io 3 FOUNDATION LEVEL PIPE BEDDING FOR SANITARY SEWERS 1 A AT)DPTED Cm OF RiPSK1 'CLASS F KSIW BEDDING FOR FLE zI BLE PIPE ¢-zI-SI aRTDT63 ..s. r,a s P) ••���- m"TICP%ianl nAl �VI IOION g) pR OWE. NAME: BWIBC SP PAGE.8077 e 1 I r Y J Tiq+� •''ti�".�na r! E I I PROPERTY LINE T—F 6" BUILDING SEVER PIPE FUTURE r I _ BUILDING SEVER z TEE WITH 6" SIDE OUTLET 2'x O STUD SERVICE MARKER ?HINT UPPER I � PpRTION WHITE ANS STENO 11. ON SIDE VoPDING 'SEVER' WITH 3" HIGH SLACK LETTERS. 6" SIDE SEVER AND BUILDING SEVER w AND 06 WIRE WRAPPED MOUND THE STUD AND n I EXTENDED TO THE TOP OF THE STUD. u UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THRO. CAST IRON SADDLE SECURED TO SEVER MA-N WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAIN. GW' ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl i FOR EAST IROM PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR BUCTILE IRON PIPE. I i rT �NPy„ pCSC C� 2Y Mx SlP[ A" SIX WILEt TEE HONi IONTA.-_-_-- S-W. SEVER MAIN SF'/SR MAW CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION OF TEE AT MAIN OVER 25 TYPICAL SIDE SEVER ELEVATION (SEWER MAIN TO PROPERTY LINE) ELEVATION NOTE. ADOPTED • Ate�)) . CITr Or It.," LINEUNLESSO OTHERWISE $THAN THE PLAN, SIDE SEVER, SHALL HAVE A MINIMU,. J COVER AT PROPERTY eB� LINE OR J—S' LOWER THAN THE LOWEST HOUSE ELEVATION WHICHEVER IS LOVER. m`^e••e N.n. ur RLTL FDA[ Y90N -- P DWG NAME BR39 SO PAGE BDJD 40 1 ' t r � J +�Vrn y}1 T 2 ram s ® m m m ® s M m _ ® m s m m a R.V I T I CAP EXISTING 6" SEVER 'EXISTING SANITARY SEVER <REMOVE)_-___-_ _ - EXISTING SIDE SEVER //- SWB (REMOVE TG R/V) J----_�'- ___ ___- I 1 '� 6". p REDUCER \ 6" VYE 1/6 OR 1/16 REND AS REQUIRED / PROPOSED 6" SEVER STUB MAIN RUN SIZE X 6" TEE PROPtSED SEVER MAIN Y?TICAL STUB CONNECTION FOR SOWER REPLACEMENT NO SCALE ® ADOP'fdD m oT D lar own �x/one x RIN��glrl - PR- DWG MARIE: DR33 SP PACE B079 T. a I 6 IN. DIAMETER PIPE LENGTH6 T) 0 50 100 1 0 r_2p0 25J 300 350 4110 450 500 0 0 20 40 591 79 99 119 139 158 770 770 e 90 35 55 75 95 114 13A 1 17/ 179 177 177 o. 100 70 90 []To 130 ROD 169 187 186 -84 183 182 W I50 106 125 115 165 185 195 193 191 189 187 186 200 Iq I61 IBO 200 202 199 197 145 193 191 190 250 176 I% 214 209 205 202 000 198 196 194 193 1 0 300 211 220 215 2:1 208 a% Z02 200 190 197 195 I 350 227 221 2P 2;3 210 207 205 202 201 199 197 400I Z27 222 218 214 211 209 206 204 202 201 199 °f �5^. 227 222 219 215 213 210 208 206 20/ 202 201 TIME (Si — PROCC DUl I SLOWLY PRESSURIZE THE PIPE TO 4.0 PS I.G. ALLOW 2 M14UTES FOR STABILIZATION, ADDING AIR AS REOUIRED TIME TH- DROP FROM 3.5 P.S IA. - IU 2.5 PSIG. READ TIE MAXIMUM ALLOWABLE 6 IN. DIAMETER PIPE TIME IN SECONDS FROM THE TABLES. LENOTH6b - 0 50 100 550 200 250 300 350 400 1 V50 1 300 0 0 20 10 5" )9 99 119 139 158 170 170 n_ 50 55 75 95 III 1 114 174 192 190 188 186 o. 100 110 130 150 1 189 209 210 207 203 201 198 u I50 t 185 205 224 233 227 222 217 214 210 208 W 200 220 210 257 248 241 235 230 225 222 21 ' 215 a 250 275 271 261 253 247 241 236 232 228 225 222 c 300 283 27J F64 257 251 2c6 2A1 237 233 230 227 z 350 283 274 267 260 254 249 245 241 237 234 231 400 283 275 269 263 257 252 N8 244 241 238 235 450 2S3 276 270 264 259 255 251 247 244 .41 230 TIME (SECOl AIR TEST TABLE (LOW PRESSURE) FOR SE'NER MAINS-SHEET I OF 2 _ ADOPTED czFv or mum * JMnYN PMry Id,OIR 1T1 XEVI�gM_ Rr a OWC NAME bR07 SP PA0E:8083 d L� 1 7- 6 IN. DIAMETLR PIPE LENGTWFT) 0 50 100 ISO 200 250 ]DO 750 404 130 S00 0 0 20 40 49 79 99 Ii9 :79 I48 170 17n `17 u 50 79 99 119 139 15B 179 198 209 201 201 219 u tp0 158 17B 19B 218 238 246 2J8 232 227 2 23d 257 277 283 272 263 255 248 2q 238 4 I50 21 23 200 321 306 291 283 275 267 261 255 250 24b a 2". J10 325 312 301 291 283 276 270 261 259 255 L 300 J40 327 ? i 306 299 290 283 277 272 267 263 z J50 310 724 319 310 302 295 299 283 279 274 269 40p 340 3J0 RI 3l3 306 J00 294 299 2B3 279 275 ^) 450 340 331 323 316 309 303 29tl 292 289 293 279 TIME 'SECONDS) PROCEDURE. SLOWLY PRESSURIZE THE PIPE TO ♦O P.S.IG. - ALLOW 2 MINUTES FOR STABILIZATION. ADDING AIR AS REWIRED. TIME THE DROP FROM 35 PS.IG, TO 2.5 P.S.IG READ THE MAXIMUM ALLOWABLE 6 IN. DIAMETER PIPE TIME IN SECONDS FROM THE TABLES. LENGTWFT) 0 SO 00 350 40n 450 500 p 0 20 10 59 79 99 Ii9 139 ISB 170 170 5p 124 144 163 183 20i 223 243 237 231 E25 221 i 100 247 267 287 307 3R 29B 286 276 26B 261 255 I50 371 391 37I 352 J3E 323 312 J02 293 2B6 279 u 200 423 402 383 366 352 310 329 720 31% 30I 290 250 125 406 390 376 36J 352 312 333 32� 310 312 ' c J00 425 409 395 J93 371 161 352 J14 J76 329 327 350 425 Iil 399 308 378 360 360 352 345 3 332 j 400 425 413 402 392 387 374 766 359 352 346 340 I J' 450 425 414 1 352 347 i IME 4EC[MDS> MR SFSt TABLE (LOW PRESSURE) FOR SEWER MAINS - SHEET 2 OF 2 ADOPTED cm or 4RMTOM 137 A•rz DWG NAME OR07A SP PAGE.9084 - DA)C RC�45X)N WAP-27-2063 LK. VA. #2 LIFT S=CN MiAB. - Design 6 + _ e� R+F. Arm ® 1 T TYYPe •-A-b„L•.)2A'.30.teet<w ol BeNe b nL•-2ra1fi•— i a DeM Ef, vB S 0 l Yraee Rem f. B D"' Du� _ b At s e , 71veeR.Re \ „ 20 trneae e B ]oo .I n 2 p e p S 9 .+ B' 300 It 6 20 'J D m a n O 12 250 n .'2 = 2 fay U 225 R U p .Urnwt Ca,cnbJ .p 22 1" I 40 ,; 0 e 7 A 200 R Y .S o �• 't TrDe•6•BbckW4 Type�B•BbcYvg Sh��k Iba to.Y vMta derd vB s o L �VB Dg * G 5 I Ve E 8c r BLDDKIND FOR CONVEX VERTIC1i, BEND 41 2 2 BI 25 Q 5 a W 20o e t- 5 e.nr.r..R,Iwt Cal ,CaerNe StANDAeD"N 6.22 cb� »e S7 P O ADOPTED s CITY OF RENTON STANDARD A.ANS LSf DATE:19Sep83 SP PAGE:B086 i I �= �'a" ,'•,. :Y ec. .•.,;v,:i[•.°mI CAP .... 22-112° ffyi ) • ~:�:'Y •ny Iw n.,q o... -NY.n N taY.In lY..n,tI..Y•b '!���y •=�i<%•Y�i�r!)ni-iiry•rw.��.N o w Nv. T w.w J,..e nn.yw.Y,.b.N M N _ �I-�-�V�'�F�/ Y •W''Yi I�mRml.n•R •'.Mm. nv IYw.n l.Ylw N ,wu.l M(Y lJ. NY•M�N...�. •ice' n N. nz YS•BCND w :"'i»•%a�'3",lnS.:.::Sr°,, TEE Nr.u)nl' __ c.anD ,✓. [ „Vi,. .n..Y1L.1 •• J a H.•j,l• I. • q• ,y lenq• NN EN. Nr Ns M•. I KIXF IYS[ 1 nw<•Yi ii,n NiM R•N ..)•AA 90 FEND li' $H ,yEn S1T )`.).i ,t.A•l. YEN • f4(u.11p(Ru�A.l IY' m X.A (eW )N. I ll.. rs yeNY p.w !N. A li.�. FIGURE 1 ]Y tM ASM e.l.y. ]IN M NlA ' 2 y. I Iwu.< l.t, ,,.,, �• N ~rY.• T f Id[DN[. V(eq[4 1[MJ) K(CrI,G SEE •♦ nR[t SLI MVY T,Inp..O 0.nY'q. ,J H..w N(sa•.,. .I,•v. !a[.. R--�,N r N.p. HII�•Y\.W..LY/,o to* �t T • rr..,n.n N .,..•, wx.rL,u. •(w••• ••1 w•.rnw..Y.,•°i r1• •w' r......•,Yn. iN'I..l. ••• Y • W H(.Nrp\N. •<,. L.. w.. aw _ u YN H r.. CONCRETE BLOCKING 541NC PROCEDURE ..... Y 1-1. A.w CI ADOPTED �..,a.... ,w •Y•. A.,. �A TT (11 CCMiOM t i.LLsr s on..<u.• .•.v..n. .M v e N�MIN` rw..N ... ' ... N.. s !r , V'w. MlRiI mDATE WWII wiVm n ry.'w:x4�,.'.':i i.i1.... al••'' fMi - P�V1510N--�gy IlypR'[] OWC NAME BRIE 5P PACE:BOBS i f i F I Wrf fMrn w W qRM o- w tM fpforKrlynf o. rr,Nr.fe br m[n'Jgat Jdn( .r o-r 1 arf ln-4M44 rNN fMlar uve NI pnIt •rftr V enl M .41e VNtl IAN M \Mf1 M /R(\wN b M y It— IWI 11O 11. I]2] WII,.\rrM.m b"[2J(.ncc,,—w..Uro In",Wfff I. rgwl elirrroI. .. [L�. n v—III,byI\M [I pIIO ry St... Iryf[. r.Yf MI�r41f v. Ine slr lrr qin yI-NIeY NN 1<d-URI Glrinfee • IM Kit M.1-butrN tw•sle+ S}P I :Six qJ] /r plrl•renq r u MNre+• IIrIyy.. t.fptA Ip-III.Y (!N 1+:-f M1 hw\qMl�MpiYltrnpCeM'WnPIMrtl eM fdgf0 f [Mpf IPN'.a.z f( —W if'fM 1 1«Nal, IilIt KR, lYq L Ne1-Rppfl"I—." )ft )•J/s• rd a' eeII ]' M(MIKu p Is. W.- III, I- l0 Ir' nr<Mr4N pwtf.f IM qal )YN J4.r(pl llnub fl.r•q\n.1 IN, ..0Y .Iefe ....4e WII M Mreeietl to .Og001M ,wAr, IP JA•wl q.W!IM sewn Id 11. b/ MN trolrp Ly.wcMq eM bMFwpl \e Mw/I .1 )1 .M 1 It SS fp.NIKIIPf. S$I )JY J/.' Id Ir' Ip a.-M<MN[II pasta fex 1SiM(p[IIKIIgn OS S11 ). $f) )I J, )/I' f f fll ], Ir(f0l 1' rYr fa )/Y•N. feM 15iM fp.NlKetbn Ia fSl ). aM 2 IYer,I'y pYpMe W1 Ib(e(A IYW1. $St S/q' eM l/I'. ,L$IF.M] L.IN CJ.M1-tic,plr.Nlfe ' J W" \s'4e.lrM cw\ew.wf fln.eM1 f\Po to aye nall.11 tio•, net n elree[r0. SS Ib f qql b M Cl rNf IN sr do.nMe w(n [rash• o q w SI('rM ]/I' t4•aN.ISIN U ., I mWf \MowJ rN Id (e11p \O hva b"qln. no.-pp gryervfee It IP 5/B rM ]/r Mrrtra W.KIL 1Ypf 1 d lrpr L Nlfl III i 1N. "It waMrr,bP0.p plrq[N fi I)•W.KI},!Ix Ms\Nb tM IM1N1 IM pwe M[VIn\ ga1M w v hw[v asp, \M Meure<\wr'f of l.u[laf Ra pMa .rf fcMr.KanY lecbre lop\M. toy rw1 pwt p..4n 140Ntf fMll M INiM \e pIl epnfl 1M m[MwcN pw. bN) eM Mt I..KA /W.— I.•n.r •V Ia 15-90 Iee\pone[ Iw ]/.'Yrf.. Inf\NI M(euNey IA btn Nf 11vMNe qyl yf leKl \O iMCNplwp 4r.pl <4rplf Y^'vlrKa�Y a.we lM pp. VMrf Wiyle[lvr•'f M(MKN Jen\ rNw llf leq N {apply!.11A{'Olt fx 1'Wlf Mlffe OI IyIrR IIIryN rI�f `lA fl.pe A': ,Mece� t I601v fMll 1. CIO wf f.Il I. le . .I.eStlwlr p(. Ier�O(e Ini.rY�t.VArrR wtwVnaf rw e/pq. r OVN e M•r.l.0 4 "11••pins \M[40 !q<r IM- -.meter tlrn{!to M.w IIl\ Oq Cp4Y fMN fl'Iraf I My.e pe mqr \O Yvp WrN �yry M.MJ r WII \. n.[MrNII )or.\ pyI eN npN<l fMll M n .ell.y II rM qM. It r pin. VM.I p011 r ppnp"'f w. Y�Ps.d IIIc tYb 'l \M[auplrpf. \wrppPlnfpfbb brIwYry1 Nf WMe a f 141 M Ns\.4 le 6ir wfpdal IYII[t}L 1n .I[0 .1221,or vpprrrel r wi 1' r'f 1YaY1nr4 l[p f' al.\ r IQ NI IYOe11R !'Inutsrlirpupinq{, 1 reeR .M IYwsM.f M ewM6 ea aOrri I M 22 d�pPnrrO aggl "eY pb .Dery !leas IM w1.1 w .Mw Irrbw. Ivv S¢I RI IgMf 2 1 I { I Iq 12 P 1{ EI 6' q1 6Jm A• 3'. I ,- 2 $ E73 MAR tY ]lR]p ]/I• J/q• 1(' zx azoo J/.• SHACKLE RODDING AND TIE BOLTS 1a• zzs szw Jn• I ie• zae Jaffg JY(. 1 ze• an u.Lq �' )•.• J/r ADOPTED it a.' III ft.. R clrr ar KF10X x• to l.un x• Ia xxJn )/a• • ar wtt a/mm T pWG NAVE' 8R77 SP PAGE'0089 ' i kn r i'pb�V[� t ;'plea 9 4'. l� 17-1/2' CONCRETE METER Y / 114 UNIMPROVED RIGHT DF WAY BOX WITH 3/16' STEEL DIAMOND PLATE / INSTALL METER BOX AT COVCR EOVAL 70 FOG TITE METER PROPERTY LINE. SEAL CO ID METER BOX. i l SIDEWALK 777TL - ,. ... ..... WATER METER TO BE SUPPLIED BY THE -11, �W. /- TYPE 'K' SOFT Y RM cRKR a-Wx° COPPER TUBING FORD COPPER. F. ) � Will I7�-15W-RW (FOP 5/8' 3/1 CAST IRON OR VH 174-ISV (FOR 1' KIER) DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. WAIERMAIN DF WATER MAIN TO PROVIDE PADLOCK VINES ON KCY VALVE SINGLE CHECK VALVE SLACK IN COPPER SERVICE ON OUTLET LINE TO METER. ALL PACK-JOINT FITTINGS SNAIL BE WITH GRIPPER. CORPORATION STOP. FORD TAPERED IF 'ERVICE LINE TO HOUSE IS TO BE THREAD (CC). PACK JOINT ( INTTALLED IN THE FUTURE INSTALL / 1' F10OQ) <I' 00) FTRD C14-33 OR 44 J F.DT . COMPRESSION COUPLING 3/4' OR I' GALVANIZED PLUG FOR SERVICE FROM EXISTING S"EEL 3/4' & I" WATER SERVICE ASBESTOS CEMENT OR PVC WATER MAINS 'y INSTALL DOUBLE STRAP SERVICE CLAMP J EQUAL TO MUELL[R CO. .. ADOPTED A� cm or —0° A sa°4 m a., T RM50 r pq SLWDARD PUN RR41 8106 n. .x` r 1 3 DECHLORINATION 1 TREAT. EM PROCESS AMOUNT OF CHEMICALS REQUIRED ' Dx.b..we..e.ccdnpreeq Pr wrv.,..n ae..cu axbnm 'd war cdd,.rin nr.•�...NN...�xr.�vm�-�..r..,e..n.... Re ri..Yb tm4r.0 c^brR n M1 PP....M.hcWMlr>r p...� iM1 Arwh.rvcM,r.r,l.,l.rw 101r.n 1NYM.Y ya•-.MYdMI :md.rt cmcN.N.n a..o•dw. l.cm.w w.o- me^.o• fl.«F,Mn U.M .ve bv+ TABLE 1 wrrww..e..ror.++.aw.e irane.I RVrdrm r^rv.e hl,xn •..I,n. G.rnM..Mn llyuM S.Mm Il.turlAY _^qed oP�^I Ir�,^YdNI Wr�M rrnyErw�I_ PROCESS FLOW DIAGRAM: H aff ae on o+. m vn -en ebAa..r% IM^YM UiaM1 b M1G N i0�M.,In.M mrM rM.in.cnernKd'n � � --� I• cdrpeMY EnV.e[I II� I e4'.radiMrl— Cemr.mN M[w9.in .IMI 1 APPLICATION: LOCAL SUPPL IERS 1 rl.rr wroe .- �...1�w.o�r. roiYM.M•i.m. d,OKRr Mp.mc+N+M[l vnrlo. •1rrN SW/�IhtN•W16nirry x'Z 4l,� Ir.r^ary der..vW+n cbm.MMe»ry ye,d..M.r Y t)PCMOIl118L10R l CYi.ar.fw!YI.Y! w fnw.yw+�. «r ar<dl.rwn xee rrerr,00 n Ycddr..,rl.o ib rvr..,. 1.d..w,s b.s»aln CuwYN r.4 d d[MVNrbr cd.KM fYw•.awP yy.b N r.m(, NMr. lrre Np rWf.ibycWr+.y,o WrM rIKlY.wt.m Cr.rr..rsr Cdld.,P� e.w,r+ri enra�w.rpn w p.nrmnnn n,ip,q,pn me or+m .v)J N F BWrt. i r.awb b IYM ire cn�rvn.l..ln xdn M wwe G.ny yp td,yyF1A o M1u W..W ADOPTED A L.I Y OF RENTON STANDARD PLANS •"i ce LST DATE I-MRr-8I i DWO NAME. 9R 40 SP PAGE.: 11110 1 i 3 t •J MI ltl ��� y1 R Pa.emem f/i•p ` x• T U x DM MINI ,re"I/1 Cowl C,,m • 'h•R r«wnNa 11 rtU1 i m re„N..a rywt SINGLE FACED MOUNTABLE •• CEMENT CONCRETE CURB t. I 'Nd N aw♦nl Povt yCEMENT COONCREBLE TE CURB � Ni MI III rvr - Y AT IAC/v.NT D. A L4' 6' - P PRECAST CEMENT CONCRETE BUMPER CURB 7� ve.♦.wt` H•• TI ,I r - Y vrR aor ? = K•A 5Y Zvi R DOUBLE FACED MOUNTABLE - -' ire CEMENT CONCRETE CURB F C♦nn•1 e♦ner b II •• . t e1 the. It IPOi�e MOUNTABLE CEMEN. CONCRETE Syr %i a CURB AND GUTTER i H Yt-R NTEGF Y CEMENT ,�i,R —tamAppr p el w a«n e C(Y"RL.E CURBb Per4m4nt CEMENT CONCRETE CJRBS AND GUTTERS t A♦1•�PcPi he .� J � ,� CEMENT CONCRETE �.., •� T C LURE AND GUTTER CEMENT CONCRETE Ski BARRIER CURB CURB IX tna w v...n...m a♦e.w..1♦...N.1 KJ __— f DATE REvrsKiN Br APPRO ADOPTED A CRY OF RENTON • ♦ SFANDAIID PLANS F•N EST DATE:E•D".88 SP PAGE:FOOT 'Y � � i f SIDEWALK y. L DRIVEWAY OR ALLEY -\A he Oft, EXPANSION JOINTS ys s Lrlghey!;IP A SCE NOTE 2 3/9" EXPANSION qI"Ik o100, Y 1 • •I+\ JOINTS °�eJ, bpy SEE NOTE 2 SEC NOTE I ry A' - //; > SIDEWALK r N � •' •fHNxIIK ALTCRNA TE I A // / Ixpirxw CURB AND GUTTER WHEN THERE IS A PUNTING STRIP � SHOWN HOWEVER, VER, SEE DETAIL "A" IY OTHER CURBS MAY CKPANSION JOINT BE USED (SEE SECTION A•A EXPANSION STANDARD PLANS, JOINTS SEC NOTE 2 ORIVCVAv OR ALLEY hTI SCORE LINE a IgIh4ylt I.ID, A � �.. 4 IP .1 , x , ly l I.. AY Ip 1ppF 3/6" CZP4NSI0N 1 JOINTS SEE NOTE I DETAIL A SEE NOTE 2 y i SIDEWALK APPROACH WITH MUNOL ITHIC brag TOTE b ALTERNATE 2 A SEE~� + WHEN SIDEWALK IS NEXT TO CURB NOTE, I. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LCSS THAN 10' C/C. THEN SHALL CEMENT CONCRETE ORWE,Av NOT BC LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP. 2. 1/2^ THRU JOINTS :HALL BE PLACED AT B•CK, 3 CEMENT CONCRETE SHALL BE CLASS 3 SIDES AND FRONT (BEHIND CURB) OF APPROACH 000 AIN ENTRAINED , OR ALLEY APPROACH . •. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH ADOPTED INTCGRAL WITH STANDARD CURB (SEE DETAIL ^p^). CURB AND GUTTER BUT Hqr Bf: POURED • • an or •exrw 6. $UBGRADE COMPACTION SNAIL BE 9`.'/, MODIFIED PROCTOR ! ? Dlma... ..... �r__ 19 D•r[ t/If/L J LSE I Z DWG NAMEEROIN SP PA r ]PACE 006 � 1 1 1 J f� X: V1/T.r t.P1M$'pN VRLIYY '/i R n APT15 CEY. CONC CUT•ARD WnER �r 11/Y R�r [VM4pl I.RE AM(S 10 M� TO A te• I. GENERAL NOTES ' yli L12YbDN wrq i ..._..... ✓ONtT'. pNYr .15 SNµi Y[ MAC[p PD,TO 4U[D r5'C/t Npl l[TS Iww 'O'C/C T'O Swl(V 111 Y KIWIS ` NOI p[ t[ss NrIH J/'6' Ix 1WAN(sT Yyl SxYI S[(ncxtto Y M[ arl[x lw[ ` U[NDN+U P"?S tO L BE P [O 11 MA CGD~S PS pMCr(OKOw 'I [T4NlU MO 9Yll YYM .A. a 0 "RE rx[ SMlw4n R ID N H 11 Y.WST IKK CU1B xq , 1v[ qM1 yyYl M A CIXD POP,/T1 Y IWMW "T'l TNKI•l "ED qW PC"> O 1'1 S Y pl CUR!BULL+T I/}'.! K-wIDiN p $1pf•yJt SNY C�OMD"Y RIO M[µNEWIMY[MT AOr lCIA5S1�SNNw'.lR PY{T lvf fCMCMI[ u. rOP 51p[wµ115 ( /i)Mlry YR[MIgYNY(M •_•..—. _.__.... Ix[ CMCREI[ Swal x.K 1"'Ewq Mx YL IDLCS w we '.ED TL ARDE COW 110N%Y L Of 90%(uCCOX.PROCTOR) 4 T/r/n.xoM Vr/n.sLDM 1/YR 'It"' uvyl5gx ypppA VYq 1/YR dPIB ML1VN O0.T MHY(xl AT oFq PUNS � P.l(YEwI AT M•M'R � PYl"'Mv SIYgYq CCY f"C TI. R C[4 CdIC f N MD pUnf9 ' CUrq AxU 4Un[P SECTION A-A SE?ION B-B x[ SM(T }5' rCT MNRM OKIOP[Ylxl Tlwpypi nPICAL SIDEWALK DETAIL ADOPTED CRY Or PERT. o1.N. E D L }/M RMSION r q DWG NAME. PR-02 SO PAGE T007 J I .' tJ 1 1 , 1 OR 10 -CYOND EDGE OF DAMAGED PAVEMENT EMS NM ASrnK, ��.MIM.• .(� cUae�l Mvfn[m •W!•[a SA VCU7- . i �_.� MOTEL MUST MATCH EXISTING MICKNESS IF GREATER. ARTERIAL STREET MINIMUM 3" CLASS 'B' A.C. 7, 4" A.T.B. 6" CRUSHED ROCK RESIDENTAIL STREET MINIMUM 1 1" CLASS '6' A.C. JS 6" CRUSHED ROCK CURB A GUTTER REPLACEMENT DETAIL ADOPTED i cnr ar awTan 11R oerz unsm EDAiI�_ REMSKIN (iv IeGPR', OM'G NAME: ER05 SP PAGE:E008 ]�] I !1 t. . . 1. j k er a ct er}} a a `Wl A .r �F ' ASPHALT ^ONCPVTE (J' MIN.) --� REPLACEMENT PATCH TO BE PNM. JOWT MUST EXISTED.THICKER THAN PREVIOUSLY / ' 01 SAW-CUT E L/ C ASPHALT CONCRETE / ' 4 CRUSHED SURFACINGTr C 1 Trip OUR;:C —COMPACTED CRUSHED 'I )_ ROCK BACKFILL III EXISTING ASPHALT CONCRETE OVER PREPARED GRADE MIN- A" ASPHALT CONCRETE FINAL JOINT MUST (2 LIFTS) BC SAW-CUT EXISTING ASPHALT-- 1-1/2" MIN TIE CONCRE J — -�-- ( THAN 3- THICK) J" TMICK) GRIND EXISTING ASPHALT 6" MIN. CRUSHED SURFACING- I I _ .- -COMPACTED CRUSHED TOP COURSE ,JI I POCK BACKFILL I EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ( OFFSET JOINT ) i 1. SEE SEC-IONS 7-18 AND 2-09 TOR PATCH-IIG AND BACKFILLING SPECIFICATIONS Asphalt Pavement PRtching(klrtils 2. ALL TRENCHES IN ROADWAY AREAS SHALL Of BACKFILLED AND PAICHED WITH TEMPORARY ASPHALT AT THE END OF EACH WORK DAY. UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THL CITY ENGINEER AND TRAFFIC ENGINEER 1 ALL TEMPORARY PATCHES ON TRENCHES SHALT_ BE PERMANENTLY PATCHED W41M (2) WEEKS ')F COMPLETION OF WORK WITHIN THE ROADWAY AREA. s. SAW CUTS ON CONCRETE PAVEMENTS SHAY_ BE MADE NO MORE THAN ONE-HALT THE DEP7n OF THE EXISTING SLAB 5. COMPACTED GRAVEL BACKFILL CLASS "R' MAY BE USED UPM APPROVAI O IIII ADOPTED ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH. CITY OF RENTON YES STANDMDN NS LST DATE:I-Fe"9 DWG NAME: HRAS SP PAGE-.H002 J t i r - 1\,\,r...1..., a...Ir.a Rw n • LYI.\ 1 .1.. xOg3 • «rirrY N.«I 1•n�Mn cCx(x.COIKM4 un SufLL K CLASS f Ox CI,•511.4WCx[Y{.�3 SVCC:sI[p. Ir r\rrN«IY«• -��', <WYI«IIMNI MINI« 1• i ••MIt111•«rN.NOI« 3 r::Mq••:II«r•«I •111••••1 I:•••r I ••1•N •IIY.i•I�IN_\Ir�\:•f�41\II:«\1�11 IN«\.N««.r1 I•NY•r N11 i WI r•«fNl 3 3• 1•II\IM rY\r11� N YYNC.fI YIiY«f1. Y WCfIN«.Y IYWC• 3• Y h «.W NN•\«INC I•IIL1� •1\ 1..\1 . -uwa lWNn nnwn- \ It.\ 11. If. I ..11.1• n«•i•n:W11•a1«1 1 •\•••Y« .I..lf N I•r M:IIN•\I«N IWyI\ N 1••1 :f••.11,«IY IN«ICf •I. P/NESENT MTCIIMKr 1•. ..\1. 111 Il. rl\1 ..11.11I �. f\fx••x N Ml ttANSMSp MN N�11 ADOPTED CITY OF REM-ON • • "T DMkD PW S i E,N LST DATE:18Sep-B3 SP PAGE:11033 lw— 'r Y F 1 i FUSE KITS OUICK DISCONNECT 10 AMP IN LINE FUSE 10 EUWNAIRE KITS - SE.0 OR EOUAL I TYPICAL DESIGN 'B' JUNCTION BOX 1/�" ViNmUN GROUND LUG SPLICE DRAIN HOLE CLEAR EPDXY SR LICE KITS ON ALL TNRU " WIRE RUNS 7" MIN GROOT TOP OF CONCRETE r' CONCRETE UNDER POLE BASE FOUNDATION TO PAD _ BE LEVEL NE TOP OF SIDEWALK WALK OR CURB =till =1 fill =IIIII COPPERE =111L-till-till GROUND WARE o 'r till= 11 I q • U II II 11 GROUND It 11 CLAMP II ( 11 - u N 11 r- H PVC CONDUIT II I 11 Z-(SIZED AS REO'DJ ` 11 q LIGHTING SYSTEM _11 SYSTEM toII WIRES TO CONTACTOR L TYPICAL LIGHTING UNDERGROUND SYSTEM CGrvCkE iE F ADOPTED OUNDA DON _ .A�.� Ely or RENT" COPPER-CLAD Fes—J' SO OR DIA, --.� O �T wrr s/sl GROUND R00 ONG NAME JR-OB SP PAGE'.J007 i I g LIGHTING STANDARD & JUNCTION BOX • a e oo p° • ^ .o oa --II I I o o ..� o A DEEP e° •D a r0• •vr .. t ov0^ o D D �' Ili III or ' o' ° ' III oll ev p' o e ° ovo D Do -.,o. ° , . •II', ➢ON BOX o STREET LIGHT POLE VOL JUN, °• PLAN NEW i SIDE NEW i INDIVIDUAL JUNCTION BOX ov 0, o e°Oo 0 a D ° a • ° p,D 0 AR D•O a oa NOTE CLASS '0' CONCRETE J ° CONCRETE PAD DEINLS TO BE USED IN a o. CONSTRUCTION OF PAD ADOPTED PLAN NEW •��� m.°•oa nr•. II 4 4 D4[ p/y L.Q•If l RCW _--�v_FRS] DWG NAME JR-07 SP PACE'.J008 J J I EPDXY EPDXY FILL INLINE SPLICE WYE SPLICE l SPLICE KIT i 4 DIAMETER 7/8' o- LOAD LINE 1/�• FUSE I FUSE KIT h SPLICE KIT DETAILS --CUTTING RINGS ADOPTED FUSE KIT (� c"Y oc EEKTOK .e s. .., ..... I •%�� • LYT DATE 6n. ( DWG NAME JR-12 SP PAG.J013 — 1 I VIP —t M I ne.l awD • . . . (axstaucna ((tl L AK CLOSED I " IIp AO •lC - YL1 fl} `'$a rw.w 11+[II Lr.cen nIN rf1. �..IIs Je e.1-rY� fJ u I ° I O] ye )Of ]le .fe fpp fM 0 (j � CONS RUCTION 1,10 . l iji' "> el Nf of .n Jee aJ e i ° —1.^Dere .efe bn. .N •�« .In.•w.�w N n 4..w I 5 .wM�C'ym yepel. rvrb. INA[A Y Mrr .rWN 11N.IN 1i a .•1..^f.'. n.l«u....n;.r.... C}O I{ ° e 'NNawl l.rh bv. 1 •N r 1 e�aw ry a oah r .+.a..s.as� • a e o CNJN{L4NG p(VK[$ OetrtteA.(0 uMrROAD 1... w,. 1 wcs ♦ I • I� CONSTRUCTION TRAFFIC CONTROL PLAN[011(Nivt MIIOY erN CONSTRUCTION AHEAD ..�•...«�• .' flue.gl<elbn ar Irerh enlrel eNkN •ra ' • • M.<Ib•q Ira,f.< WIW d STANDARD P(.AN K-S ADOPTED . CCfY O( RENTON Sl ANDARD PLANS 4ST DATE:3(-ADg 90 ` SP PACE:K004 i � I Al ., .r a , I <lM.a "Its � SIT lleena . Gwen:oYa f0/St Y.N O•e! •to- T'�' ♦ ♦ f f vem i°.°°ei.laa 'Or51 ral M! ROAD ■ ...�e..�,a7A'' nY»rN tat CONSIRL'CTO AHEAD v CONSTRUCTION UO 2 r .la•.r u.[•uMIN Rlw rffT .•al.e ss•.a I.DIu IEEi IAAt /J� v Ilr >s s^ ss a 's so ss CLOSED I I T ros no .so soo sso �'. "AD •20 - VU R Soo'' III IN Rs tts 1 m .eS 1"16M —I' R Iri "It" m sW Ism NO � ) L ( ••• ( w ae.h.w wxNq wtvan�Mi.,ptro I • C:� ''.; a aeu M e Iro� ne,M e• I 1 C •,•• !J•. . :��:� nl 1 ovM D..:. ••n<Mtu,OnOeNv. .•,ARM. /i a o>el. "AIM .nd/y e. ! Ilwe. .ne 'M.P.H. oe A.It. RORR _.. rr le^0'.d� wel.d.feenrlael.q se..- A A Mnl Fapa M arp epe.teea anal A. )Ill NaeeY evnbe .dNne IIpeN ITK C. �• !� • w¢N anab e. .. a 1. IwA cndv,.gbp •• •� L e.aw. e. N't a.M.e.0. I 'f raal,Na•da,y.a•..arW'o I MY � e. a .e ca et l.nuT m. .mY .ddrp .Ia,e CEO } ri +n... e•+Ldr ....•. r• .w. .nT so END CONSTRUCTION I I_ _I_ I l ^11 b,, 111101 a Ie awlo'.e�•„e.:o, •YDD _ � 1 as eoD.odb... I •• l [ I I RIDHI LANE CLOAD 120 - $lnl R AHEAD Il LEND I I v ROAD TRAFFIC CONTROL PLAN I. . . CNANKLILSIC DEYKES CONSIRUCTION ^ " ..,.`Y D/utENATED MANNMas ♦ I ♦ ♦ I f i AHEAD •—--� 1'•• net' 1_ .,D . 1 A D O P T E D mD sEOu[NTuL APnoR slCll �� CITY OF RENTON Y STANDARD PLANS - IYPICAL OPLICATIDN - EOUr•UNE LR'DIMDED ROADRAT,RNERE NALr •A, LSTDATE:6-Feb-87 INE ROADWAY IS CLOSED. tv SP PACE:KOOS I raN rarx.n gr+_..-r• �rr• y�.r 'w Mlr )M ._. I as w+ aa.r Mt YNIe M 4 rrR\!I r.Nb MN ti . e.e.I r•�rer OURI L.W FENCE TyIE S GNAW LON FENCE TYIE 1 • INORL.m_�i—rw`Mi )'� Vw x�l If 1N —i ) IMe w Mqr M I.rr Ib Ir ras LNw `l.l .v/ JJJ _ . O'wN Wt lib.w I.�I�—II(S�I M1b w ArrvYrr L M1! y� �I �;wlrar Tle lR..r � ( raFiwl� \ all riN l��r CNO.CMM.1•IAl♦ o Of. !YL( LWE raJLf CIUW LINK FENCE TbE ) RCLL FORMED SECTIONS NVRS 41.uar\Iwl M INX W Owp tYl C 4.Wa.{xwlr. R.mw II L)R W 111 h M N IRr•E M V rrMFrn M�yr uMu rbM NTY N rVr • as M NrIY EINWY a'rP aL •Nbn bYM rLrr III N NIT M. � • �E-� T 41 MN wx VNr!Mn a M .I M MI ab•Y � • I Y.0.b wr N InXx NIM W�Iwa YaN a N m.W M Nxr')N MY- r N Rm w� rT.rxl v4rrw Is x1 W M1M.4..Ilsr CNAN LMR FENCE 'i)RE . ENw rry.NO rxn C•S IF NJxyxa)Y ry MEMBER BRME R11L a W Nl LIM a SAME NISL (r0,Cp.R0.R Rll bi) WL[q1l KL IRiM N_EOLWL R0.l EMrSD RdM N-WUN La b � . ROLL JNL• r {IM q!q VNN, IPYO Iwb "" Mn.w. — r w w ay. ftR.UMb�J rLOwLlIyN RRrN Fear MN rylL . rM1liN rw }n Isau Ib ly\.Iw Lb } ab }w .o tn.rro na eW aN )L•t.)m )x Jy} {r \.\. CHAIN LINK FENCE 1 a IW Lal LlarL{E lJa ey\IIW I.b Iw }R IM !tt IyRrl TIP iN t Jw an n\.ut La{ Is.{IW Lb Iw a nn ttt r}aa W :N - — ADOPTED : ab )va>Lz v. )vt )r -a.rON, CRY OF RENTOK \ rw E}l laarly rb ly\r!N IJf J fb Ew .o 7})ur0 }ry tW frf )LTr>vt )4 Jut JI )'.i STANDARD MANS LSTDATEIWESn-B5 SP PACE:IAA: . h I `- .77 A x :�.. f 777�- lk kolEs CHAIN LINK V.ES `.�•�.III• •�y •• �, I ADOPTED Crry OF., P t A r: .s a �ner t-, i ® - - 1 I ., PROJECT DRAWINGS II i J I i i RH2 ENGINEERING, P.S. v i e M F � - I .w CITY OF RENTO o; 1992 LIFT STATION IMPRO OCTOBER 1992 ANT lRH2 ENGINEERING, P.S. �,., t, 1 F TY OF RENTON 1992 . TION IMPROVEMENTS OCTOBER 1992 tif� Y ♦ I �� � ♦ i1 P.S . ' � r CITY OF RENTON SCHEDULE A: COTTONWOOD L IF I' STATION REPLACEMENT, WASTEWATER PROJ qt SCHEDULE B: LAKE WASHiNGTON *2 LIFI STATION HEPLACEMENT, WASTEWATER P +� Designed By: RH2 ENGINEERING VICINITY MAP DRAWING INDEX �1 UV axe SW LJu ® / SCHEDULE_A DRAWINGS ONLY -'-NEL EDE Es u �Riyy;Z_y'�jii,Y > � [[¢K.rau.mi crvm rn P5.%YY tiN]ma PWn 4 �rn } on }mnw aR RAY]rta IRIXm n nx A[2®a¢R.X ubW1 � �® romeo ax Rr wm is m lwrtur R.w wo xr[] ubro a -„ YKR IRN]E\Xewcst[IK} rnm n. WbcX[R ants [rRWI � .'.j)VWl �t SKM4 MY CwC3 5 M� W.RM]NiNf U\l9 SL']it swvr^}IKs :nee1E �} n} oc u[o}aw uba JI �U✓ [P tlS.t q.PW <AICN J�u 6 NNE -- flRnef41I 15M cF SCHEDULE .A& DBAW_1N-U u I - sms �:xi omexa cr..e NF J.KC 1 +mu[m mus ses R:IN'T�vS Ru <VeP) CITY OF RENTON ii OCOTTONWOOD LIFT STATION LOCATION S 9EEN AL NOT= METRO CONNECTION NOTEg I U MWambsw.rKE RW K[iSMe sKcn rRu.nn Aw¢nx -:;':. ....�.. .\'PKfi ., ,.... .:.a�,u rr. ' �•,��...w :=a ..,asiY.a':TRMaPerv[M 06L[Rll YX P X6 MOltl .. r•A. I., i) R[(S'14cb NW W'W['RWIY'v ntlYS.� V i. OfR.gV of M.ME T M[YSRYi.RI SI.M6 21 RriL NAMc"w 'wLL e[X10® J PIP KRJY YWY[X`o-'e O C1p 4511Y WR MN\Ut t'nM6.M OQ1RVt YW X.R NO eI MtPiP � }I M[A] .XqE v'4[VINM'W MfMW P}AS YIL aMi¢0'ARK WMTIM?h T �YNRY® ]I }LL MYN}]fMeMf.NR W Rp1LR1'YW.PIX m"•Y!vJLM YJl6 ROK[A Y(P41M1I.}LL!C SLLS LtIR (XK @R11.Rit 6 bIM ftMWK RY4\RPfNRR. •..YKfSO a YW.eLS 6RP¢.RJR l'.eF @RM) a) RMI}M 4541EMCWMXIwKFJ I.(tiR1 S�Rl[ANRa wML XM NMvfP[AO KKa uO IMTR.I ]) JNI610 AMW OYIi M 6111W6KM~NRKIU fYµ O Yr OIWiO��:llF4 iNIP.RIv'¢Xl].V c0R6 t}]tr IK mTG W5.NJ1'o[AS.M19. !) M NK<eq W M[R` uq[(.�0.Y19 W ql[WN1@ IWR it.y]e6M KyS[RU W WCl➢e![aW I !) 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S /A 40 IN L \(`. wewLnutmar � r \ ma ww . rm nee e a J S I \� P'p `,\ SURVEY DATA � �. `! � mna.nali WAT \ WM �"•,� IHES�iE1� .wic i nu,I `" J \ •wn saan w HY.PCCW zr� AII oc um 2� .A l H�w ry II H,Y LPeL 14 Ya / / A �^ ewcuaau+Hra,uL 03.AC LI tlLL n.ass4 e u ' s Qt our- IV ✓ .-c' .' .. .r�llu u In \ O T eu xt;sHs�ns,o ..�j.c� t •` \"!. ran e>w �" l ` \ \ QQ >f.e �wo,ns L ♦ .. � \ ! n�am wn�of i 7 z I llYgW Hal f \ \ ♦_ ''i S,.WtI,. tA.fM.pa lR4t m 11 SgrF � r\ \,/ vl"'S\�• Y � \l •U © uwraM�v,�u nw. SCHEDULE A ONLY M Of x W - rwz� STAMS uaeDvo�evr5 MMUU L t'DTI D 1.5. �WW 5(]BV:IL B IY2 HA TDN LS P®Lsm Tkm' W} 1111 A -� _ . -_---- PROPOSED SITE PLAN HMN a;�nl sc.uME �'• •o a.ts�a e. asxM o.ri M. om oa , IT -ry�yyyaWMytYrw�waYr:uuXry,siYy,W W Wtuwwsv:rr.. p� 1 r. �, --__ �� �� �Irr�w se Ra wrra• —_. rvr crow acws � l o-anD+r o-Rn ro*w t�l r4R rvuDr.a - `: :, /�RaR rNlmaxwv.Yrvwra SA✓ nuslwi'rtr oQ__ ___ rl J --. _V a.MRR Srwl roS _`� T R[59.R tY pR rw 09.S.w atR 1 9 ) Y)auR onnv rul a feu. i�•rpi anal x4OlYR 40 fMILR R 594 91R GD.- T� I � TL Y41 Rlflr rM dAl4 N'a1. 91r 1°11NY. \ � _ • � � [0.'4 N w:W.N pN45 RO 1V ON•RRfP II/1Q S pLL � �' ' qAl.A y 1p qA pFN \ �'.� —wr rX.l 9IlI.2 M1VIr wIr.TW! 4.r llpfar In Rllxr ` I r �aFT•Y ( IJ r•. \ / +r•• RK mrs �owrri __'- ) —s.r sa pl!m erriAo m la r'Aa p Y w.R I aomr,..aD w R n,pa rmam m ml. ua 4II4 xv wmu .. mgrl.kar re A.fnr I r•wu yy�e��r�j��Yj� uavo aR msRurom 4t- / _ . .Var r4sma r a.av xry ma rnn D•ruc xo 1 ��.raRm r w a.auu,r uRD wa SLUICE 3ATFUN MANHME mm m rr as m SADDLE MANHOLE 1 1 PLAN VIEW 80 g sw s 4 5 iti3�� �a$t 5 . 50 ON _�— uy 45 n••rwo.•ea \ kR y 7 o on sark a i Ag 5� emx•.4xp•4A.a ( F;t' w wv ar aun rn ar w ae' l+Kral q •. 40 « m a{rrin Ln ••� 35 — €J - •�Tii ISM.'!J.�'T$!��[� I'-' �� Cw,pllla xr u[v wa . 130 •� o� ram w rmx y wott au tr pm i,r', w aw av lr aun evr Ar;.�ral j, aww.w• I 25 A, ory r. 20 0-40 0+00 0+40 0+80 1+20 1+60r 2+00 2+40 2+80 3+20 r sunaie� 41n.roRn use•ps wvu rxx Rl 4am+e Ywrx+axrrn rw. SEWER PROFILE M w saxu wrren mmr rr4rnla Dnpa x>R ur xa•ax ru.nay.�•. .�•:.`_ ' 4R(Y 491r 6 M S'IttTal 40°]q'NM9.M N M ON[x'/L•S {}!. !'� - ' M�•9Mf.0 fILp1YN NY q RW d r110 M YS1K W!•t 13MM1 I _��I � _� �'� � T r 1 hOc u[4nu(A,R rt Yt4 NC R[lC�Drt ,P SxRS x _® �°~ q4•(N[SOp M ul Sala yp M9 0 1 ] Wr Yw ' i --------------------------------------------------------------................................... --------------------------------------------------------------------------------- ................. 11 SIX f T Sl�. ISADDLE MANHOLE PLAIN VIEW TY"lAL-4Q',-DIA..MANHOLE ---------- M Ca. pun CONNECTION T Q METRO MANHOLE 20 1+60 2400 2+40 2+80 3+20 SCII EDULE A ONLY PROFILE CM OF W?Oh IM M VAMN rmboraaLls WQ!1��LS 12 muButrATVN SEWER PROFILE ti __AND MANHOLE DETAI i •x.a.wsnur uua.v m � � ��� O I .w nr s,m n mua uwai y i i INTERIOR OB w+at fcnds;nrtxl ����—��/ PLAN VIEW �NOTE. rvr nrc+w.o cares mran - INI{9nL16 W 010[L IIw4[A 9LL MATERIAL Law D I ' ELEVATION VIEW f F*ee� m Y.!w•.emu �F__ I STRUCTURE LEGEND m e o ooau[Yxx•Nroi m YatlY<-us +9Y moan nna[�m�t•a°u rc-ua \ --- m 'i wYaopA mY♦mwo+t[[wYe usnuwarorw o ova nu,mprt rl xvl,rcw rp w�mmw a [°a.swan rw w[Y,[p1,1p,q a.YY w m i YAE 9Nf1\M,O�N Y[R p,q.S,Y9 rt W,q4 m r�1 p11[1[II{py.3 glptp q1S,[Ih) me rr——_. __.___ I. i aim wxs r A s pvoxo m Nnrs•xn x xono EWIPMENT_LEGEND �[]:44RS .IX06N WNRKY IWIIS v N..oa nau.sss,m p.+[w�-m,Yo uco. ,r•Y 9Y RW.pl$Wl \�� -a-R. +0.0.5o MV(P4Mm 4 LL'1U.N, 0 YfC33 wRN np[ww 4' XNt,O RX. Yli.NJIR Wf pM,MNL p ) Ml[9 P'L'. XUII iN•PK Py\ T 9�I P, JPUI YS nY,1uR 4U4 ,a r6'}X,[,q1 r �O � WmG SNX[N5 t".F�✓..4 9va�B[INfA010 T 9C4n R x-A.Ya u7R. INTERIOR OBLIQUE-VIEW :Nam..,,[,=,,,r A-, .r-0• V U pA. .ry —r,M19m Y4l,,lfY PLAN VEW-- o', 4Ypb,..w raa p °"N Yas�N mN ro n+¢.xYs rA -.�;----- ,•.:< ,[ma[. n.ic;p�aanw.c rr mm4 avax .r4(Ot n.cr-� �ao••� rw..u•'p W4,VY,4('.wiw9E S,4S SCMY 4p p}Ipd p1n[� �WWs Yp 0R(YNOF b 4IN • MATERIA-L ° LEGEND I EXTERIOR_OBLIQLW VIEW ® EL-FVATI N VI_E A�( ,•.Y-C �•. SCHEDULE A ONLY CRY Or R[NtOx- IM NT 9iAf°N YN°Y°mYR iHIp B I A 1 4p"C111 LS �t� AriNI urt MNYd Xr �M[Y O�.L cm+OA MY 99N ,p'/,f.,W N x X i0 u AM4V AN AnM[nM[ _ YLLV m fMP WMl Ri� M1Etdt RMS AiY M1IR R{ 4 AJP�•IAOta (Arai M�nai aria� w M onm _ v R�wrur twnn m. MUM Rl.pJA4AI 9 aIl RI AMa q1(fqR Mq e ' ♦ e I ♦ • [OLRR 44 wM1 AR 4T AM � .•• � • • ♦ ��- 1 1 cwoan an ' . � e Vw*•YWm tl'a�Y 0.t�— • • ♦ . - AIMn mMcyaRRlONI[ la yRwno+u R s.rsart � e. M aw w ilnl n1Ya�� M](\iRd 6 ' •�._�_.... �__ .J_r`—Z _�_ II YYwB R.K VR : ♦'' `TJIt•S tfYN♦w m•A Y!(M) YMMOt G9Zl_ _YOP A!!•Po Yx I[n61 V4FR •la N t•w 4YC VIW/((MS. �... +, arYvc�MR«n i t�Y 1♦'al tlO2 MUY mr ♦� ♦ S, MRR 1-r ... --� \}1 •�Y a4 oorea¢R ♦� N. SIRCIJL(alY L wn wY� r_ ���111 •MM•IMM Mrb J/ Yt � \MR!'Ji wLL R Y W N IY. fYmRp wLL Y II tC Ri V N!M wLL 9 HY YiYKf R]I(n Vr SLAM TwR412 4[r uD aM OgwIR�Q RE-MOVABLE TOP SLAB CONNECTS TAW/,^zLAD_$_F.AL � M 01K Q Y'W(Vwa1M tl�.Fp:Y m yi a14w R`1•AaISSA�♦N p LEpWYi[(IA qll Wvf♦[RRRY 1 ( SiRMNrS r0 M4LV�Jt r �' sAucA R Rr �SN1 MR WRAA S MR(LIAI•fWID YP•10 RV1[A lGl L M[nh lW lwOVi Q ���—'—f'-t I i I 1 rl � l OR w1M40 I J � 1 4 { � l Ill N'AI. f1L�l!Y R WL ` � tj TlYmRR' aMat as•�n t# ' aw�Le war • _ a r ��1M rMa non Y 1 orw xw.n[rirM¢f n ux� - a O r � `NuawRiru � i I � i Yaur mlNrt ur wNAw I Au iamnww nt saw I rMANHOLE JOINT_CONN_ECTION 1 GRATING OBLI�1 E - �w�p� � • 1\11Le 1".9�..wr vm 3 J 1 1 M a Rf)V,�lrR IV 9Y Iry+lwn SI+Ry I Y•Y•y'ns wPL nu W[a>a • n . � �` y �fPx uaaua+nq ra I !f•(-Y oiwe[�as �/ bnl flimaM Wlp 11R �� (I MWd11 SOIrO OMIk rvW[ACA V.[CTl m!'ReR I • O. •• • � 1 'W 4tl Yp q.M4 AWI. .._ - nr axa+i Wlwni xpypl rwa —x.IW:uM(l A 4M R'RrN =uR py� WI g f.W b P1 xix61 ixn\ "I yi � \ WYG>bEi [mrx sn W lax. w xva....vra. W. C4Y M�M-W .G61 R�.I:ry AaY[.4C 41 Y2.W[RNS TANK/SLA-B3SEAL ORATING PLAN scxu �••Y-r YY swrw�xrr ns M®w+at, w+u m M1omu2 s[wc m swal AW[[M S5.LLK+��Y OG Amf RYllr[SCV}R yxrl WWI$)A nP P.1K +yam . Wr LOYIw r II x 1M1IIlK 6.1M�i b :�msw-w Ryw�nuy� I f i Ui,M iW qR x0 WIS ry i a" •04M lW// �I � I raM m.a ru rrr•w Wu xUa . GIRA.TIN(9_�(ZNNE TI N i SCHEDULE A ONLY cm Or Im M- IWP 1 9tAfEs GRATIN OOBL1 UE � ,, Ls R ST T AL •,WN oeylx4 SQLL prc:x[S) w �l�.W� .mvaNl I px o! - M. Rx9[w x'r�x[yPr O.R CMxpli O.b MF 1x01h Wv IR Ixx] I r a]0 I y' I t I a ;kk o w - PLAN VEW d .. IF r d PIPING LEGEN.'goo o � R'a..W.TLYS•q2 YGl . l � 5 � ,• T T ° @ @2 O .' a•.a+a4u fnW¢ac a� � i .�_. �.. @ ro.u•...nalsmi...u. .. � ,, @ r•.w4 lan.a urn v.- . t .� Bru.M4hW a e m Y L�L OF PoI�$ � ' I cus� �w un�r �� _ � I � � � � @roam NN�•r ' I I i � • r a am N4 aam s w u.nrl �.nr I I @ O .•�am aW a.aa.¢c a' FF aW w.aar , - .P • •'aam ap aam uo a' • a,r a+4awal aas 4 m :ii9 all!W.aR 4C6 e vrvss+c.v '•. �' -, ram'..'•. ELEVATIQN VEW c' m T?u.wrvaav 0 .n • v as w w la v.wam u aau r c 'tlWtaMFw+r-aw.eaara.ar.nrw.a.w..a.«w.wavys,......r.w«-' , i a .. �b • I 000s m • o • PEA VI W O LI E VIEW PIPING LEGEND EQU-IPMENT_LE(�END W C 9 m n•PS.na+vJrt uvrts m•c nw rYi m aw-aaJ x:R-ap:c.n wr.m w e.s mR<.R srwArwAt aa..va•a maRa! !*rsasPuawnra:o �. •[.ru w asp�•Ma.rt�nrt wd a•n au. m w aavR w sRY aR w cam.Pa[suoa�.n aA[Paw ,•� !La Rf v J•INL AMS•\nY CM•R WFCL r •q I/nL nW A FY fYIAI OY pIVC\t�p((.p rp�W A Al - 9 m xq R�M1M$•IM RR4•M1AIWY ➢.'1 a C\Cal[,411P IL IR4 S-V d StA}O.M iplf IPIs tl N _ SA W CiIYC AY!CM[5 N\Yp YYQ Yp FS`n fPllftBp6 A 'H' `S R 1� � .:Pc t ® m • m :P W:.'WripiCiCinC MC C<!nN Q LV w.[WY A•INP/r0 ' aM w!+s•n po ss nsrtAe m u\a Aypa�m w nm s.iPas AAano nm aP. A �A � •'O V CW Ir1AI ♦ •bm A�C.rp IYC[•00 OfYYQ M LL'9 An@9 III __..__.��_ _ m ��wc maua Jyry • A m.a runs 0 w mu a ws Rsnm aP: m ![wimlAm.Si otd•wv mN • IAi 44 rtYr+CM1NS rnRd A 4s PYHwa•R[ ® tun va(M1N rd asrx aR•vw O e P u PrnA) • .•canRc IRgI e.e.A=•se.�.nv Pa....a`A i Rm mots.+•�. '. III m •'pmm„A,maR.A• • �P 9m{TTR�j`NMl JNCM.rf �)mtlfn YYY(A C t29C10!MW 110'9N Y q/q. • r'p 9m 1'JY MMl tCFM.M• \ll MR 0 f•b WO f.YOrO YMU{. � Q f p Y.0(nq)MIY�PaM-JI' 11 !r• S M!!9Nr 4R3 P 00'MI a mtCn YM4L W r'p 9m 11LA1 WM 104M.t/ NVSPPI R/.\C3 Yp/f M!(L"OnC4.mn••p:n nV`Y. 1 • •'P 9.T a:R4• '•.ICtR.n' 11 •011P RV A IYA�C�a1 n:'w v C'!m IIRII IA IM. ro • f O Dm mRl MIM 1O16M.X tl In•(N YgQll A M,b 6 A,eY A 1•UC(CJO RY61. m 'Y mR11lO +�. _ m Y'mCa SCK�P Y4t SI T LV w Ft}Y\11A Nfp• m . ,'_ w'wml un ! 1 i 7 it aA PoJIV x m aFpert Rwnt sa aawc ® ® �rw. Fn 9M,M9Yw Yd'CRM�ONrY�q\P'A,Y P�1�•M191nw J 19Ile ,\.\ Fa mA•\A.naJmA.cF, • rlawa prAm w,�a� r:•u nna a mu,s Iwo[!R«d.axuun.xu -..�—O m a'xm n r-a aY.v1r was am cowls Y aArar..sun r AlAnr,n.n v ro rYa EVATION VI( ® m w^n. �v a'A M. SCHEDULE A ONLY y 1. sa+m vYd r-P m rp,ul0 t:tt PI pMpA- Nm tHI A llga MaDs�m D u w.n roJ rza wnwro�P,da wR q' RII1aaaA0 LS RIL9ISt a? A >i Hlellt 9 W6 aaHlxcma L9 R a!HafiaRtleea MECHANICAL PLAN AND DETAIL a.w Re swwxr SCRs:Roos) � ���„w� •mean ar _ __ Fd as'aaF e. ', .P! saw For JR,Me x• ' „p�yatawCr.ae�ar�' ...••Awa.,... m _. .. -...yam_ .. w I^ �' �+�wa fa.•n+.f..mwnu wxr av am w xaw i'w it+..xorx+r r fsr r f fw wr �.swq.o fa..f wa fm ` IfQ�y MNgryLL Nn.?�iq /.l Mgtr� ncrr:�,r i� rw.ao.osu � ! nsw♦ c wwv.ca�is •� a nzr �+•' m< ry f' r a fru¢>c c wz ✓cra.f�wa.u- - "...0 a>t ra c, +'.n'ran.r. 1 Ar v�viaww.rffm ' .i•.l w.w.a ��, a•.r=+i w.n r-rx � `.` itl.-y +vv wawa , 1'"• \ sy "(�s \ n3C.Ytif`s `� W•rT � \s 'lw ti wvice..n C'iR`!4 u x•�e coce FORCE MAIN CONNECTION OBLIQUE `IIEW .n SS n1 LQ NT If'@ RIwS `9w.tl MiO FIBERGLA-^S_TAW PLAN VIEW •Sd rr+ 'T I y7 N 9Yi9W Sw[\Y1 L.K 1 �• xiiC l�l wl �p�p/�� ��p T��/ fax alua nan f F3Lti-GLA TAW a u ro.s x.x OBLIQUE_VIEW00UT AWAY► we.- ..w3 � • •v�R4.�Ay�.TANK .. rcn.4.x,.•.�..am efs..x aa� €1 BVATQN VFW w'<ra\ a w wosm a ous w-x qrc<,•••r.s v fu '.r r .:... L waa ,in uei•.cx•wv J ' - T y. ♦ ` w+ ( Fa- AM YR I1Mp Ri' (IKl {M NAp IxYt Wfs SAI Rn \ M �Yd R A rw RS 4R a911 N,R4 nM{S 4]® o •m.�o•R oma k RLL-pl Op{IL[w4 A f{!51«11s Srtu 6Y/S .R L4.M1W.gI .N[p➢MY6 F hVQ. [hT 9!YVO Lt W RT« ' VLLC I VY41g Nr(ro ptl 4.nWr pM6b r R WxxAta srtn ELMS {ru�RiwD,�.�ia":'"v� 11\1 s mwrtwu Ym aw, 1il•- _ �Yw w{n rw � �w.Rrt FW YF plon I_N S S1 F Af• -. Y «Irt�4 �5.1 r Rqi xo W., x d yy � I� FORCE MAIN CONNE TION n.a OBLIQUE VIEW S �' RI.Y YA IM.I NI • A O6b PY-A / •"3KrtIWY NIR 44 �-.'✓mAVM NLL INLET CONNECTION OBLIQUE VIEW ' Via'.' xu curt YW rYE 1 I SEK AA.W,RCx,MI pY Y4 N1P[S W1 ' % pF�K • {.R x,'.va[0 n SR4 yYSa1 KM R.0. i � � �j-.ur rs Rxv v.r wuevn i-YR RRYIM a Rat✓1. I I � • i ,Y qV.E.m NN, s Nws v r4F mim I I ' Luc npo.ro rr Nnw u{. t i'YF n..Y.{nrrz rsa ms,n{na, 1 � p nYf pRll,w N'4� I I q PtJMP.BASE CONNEOTIQN i FIBERGLASS TAIL( OBLIQUE VIEW (CUT AWAY) 44 mr�M WAR[Y{(V;54Cn1{{G1{p,N MM HIM[Y{N 4Y m{NN.W EN,{N,.um.,xNAHM«x rtMKmon vla MlYtp mRCFMp - .. SCHEDULE A ONLY M91.\W x«3 EM mPYR RRS.LL E RLNN W 9IIE p,MNA6Iu.R YF{A notes K�AC Es,{Rurzo n�{ rm DI WROX - lNP Im"AMN YfMIYOmIm WRYKrIl.N1 M V{a1a41 W bV11R A{{NCRp YC KpYAO F M $)@DU1N L NROXIAD t LS NOIM9mR 01pm11na NrNNI IiYIVI{. W'IRDDI2 WR t1HIm1D10N 1.9. R R11dIA}IDN r a _ FIB ONDE GLA S TA C9m .R TAIL xn�lwm - '•.Om utl I ............... !d A";" w! � ,.I �Y)yS 'yqx r{rL t a .r P ; o0 00 P e -- O © MINI P WFR NT R I PUMP CONTROL PANEL ` ln4 rr,Y it � G6 1 TT7r a 7-0 Y!l �ITI7W R L P0, _111 a `1IR 0ONTROL .--. COVPONENTS !1 CONDaT AND CONDUCTOR 8GtiEDiLE (» n^'�w"•"Y' 1 `--. oYYl a.ma u u ; I,WI[NM OGic OICSY x f'MS � gtlr ; IY'C 1 n f ntln,naalo �{•i * Oi xtlP9�Po waY, 1 xY IP;IPi�ni onle lq lw 4f nl4li pli i YI M Yt I P;1 PI mlY iY n It Il l xLIP n Y wc.Ly[norm T,OIwRxt VIUT w wP yy� p %L l la mm 91060,i r712 '• n �Y n P1 n 4 fY[I lYP � _M!,I w R WtYYO (n` P a � n NYC 11l,pala l./ i Y ,L IPiIH,pYCi / i[iWu T— M l'tlP;nYfYllYPlpYwn�nl PY.s do 10O1�1 LOCAL CONTRO PAN W,.o-1,m nu!vYa u „Yawns Yr !n LupYl sir nns wtm"In vTnul Y -4.lxmimr,raa uw! ;. -nM LL'4 RMinMPtI,YU nPAC MSY B�Px6•NbYY _ nLw�c'fmnfla ,] -Lb KPH M14i PTp liT Ylt1 LY 11 lna NW1. MfMV l .9r w0.Wf lYp SlhYM4x YT Y4 R1/i r n'L.w w l xaa,m ua ! -sr w wa wnx �� am uac ' T � xr L v w v�aaln uu oa e:+.o-rul ar,T:Ynrna �" runaee Pr un a w e 1 P1.1 H nl PYN � A i lgPl6a -- n i.. xLIP• '"'"�'°" wwnYi6ci Y ONE-LINE DIAGRAM wr�i`=.. -- SYMBOL LEGEND WET WELT INTERIOR-PUMP AREA__ ') u¢Y!.iwu >t mwT w macn+aYwt Yx. O [pPln'.IQ-Yi Il[LAY 9h M 4 f VIYRV�tNial r- �.�� � _ 01 1 v 4[ J _:1 .. . .............__-_---------........ .......................... .. ...................._............................"'..___...................................................................................................................................._....... .... ME POWER CENTER PUMP CONTROL PANFL a n j �¢i- "°�+^'u TELEMETRY PANEL eYryEiry �a TELEPH UTILITY ONE PER TERMINATION PANEL O' CONTROL COMP„,DENTS o W r..Ye nrno.Ynn. P11 an.�ie m�lalcA 1 Nwsn o uc ra n I\1142 VIEp ( M1Vlw 4NY J BOX iml![LL.4.1p 6 J � I w A:�yx.LLYY A Al{NST\ ! ABOVE GRADE EQUIPMENT ENCLOSURE G WET VALVE VAULT AREA I (msJa) I L f :IwNc w.-mafv.wW.¢o¢� LL'6 - - f.Vl W YiR R. 1pW W IR W ._I N✓P ec'r�.0 n � n � G�Y�N(YM IY.Y¢xo[¢aIm� n .munuor nre sEm f�wnV . r+sE Ew•nay�� a W � ,. LOCAL_CONTROL PANEL -- 1 r1s maurfr m.r . J woa nnx aYna..uw�- :Y.r ne o.mn vrt r s uce.r•n uE ms .K� %� Ym Ir♦c ql � e mE yr u�u Jmo wt y M = M M M ) Elf DIAGRAM � �",4. Tyr -LgT�Ri R SCHEDULE A ONLY -_ WET WELL INTERIOR-PUMP AREA .. SUM_...._.___.P ARE A :!n eX Xes'CV uaz r^,r.�cX mnnveXNn lNEJ111♦ l WN(Iry L N!{1.1 IY[Mi }J WPM tE 0 IMS YA,4 V'lYN X E. XINIVIIP'ILION _ ml non• __._ ONE-LINE DIAGRAM .,a.0 .Tplh X4[(wOS9) m:,�a•.:l�avll�.� —_—��._�_ un lno� --, Llao aL.� P _v I )ef[N PAIL � a1:II'.11 MA , 1 1 IiilBlLLIIYBRIYR „ -,_, I i I PW aevnwlP.a a!a!en © © it p e _'' Ws+u afar FNii Fli ! Ili 1 anuo lL . � _ awe Ir,lnln � - p. muau: II � OI •real.cal I ___ aFPIJ-P PC Wt 1! y i • Waell on. \N mnem aPQ rI 'r_— 1 Iinl . IY W IY W J L I I III I y-. F_Y' ELECTRICAL ENCMUIRE=PLAN ELECTRICAL ENCLO$"'— SECTION Q "' I • we w rawo_..a.Pl w oaan Llou ______ - — ILL Tiea.nEop e.:t va ifannt i uN 4.Ld lw ll.lW lW.vlu e11e�.F?2S lem w a a.a c .lix 111, ati I e ' � -1!'6 PYr 11a1 11 _ - i ! 1D -YKIW IA II k:l Ml .O.i el.l y O Oi .MM91 I I m yy�q O © ! � -EM WIS"fQGiM1[ 11 wm ! !Q I � slu man mw e'enW I I I ! yp aW q:yl IIl'F �® YAIa WtJ T-P la. i 00 a m14.•Pit'[Y[S ;, �� i ! p mrrr Q e�ramnl ,\ I aeeL 'I 'e � e�rzm mw�Y a,.e�'•a. F� `- ly�� ru�elius�'!'��o-.a ma a w!ra mrscrol. //-� •�, I •..•-•_ -1 f . .... r f dN/a Lggn[URO 9M r alq� F„aHR � 1! f 1! H 11 1 I � , Y s ::wl.xwu..\Irvcrs a aeon v w e*la �TW .. •abd'.S S2M?SY RW LC V'AS ELECTRICAL IT_E PLAN lIYIChW R, / ELECTRICAL ENCLQ$�RFySECTIQN r Rum uw rYVIR R srs uYr I T IfCN.i N 1,lLL ey I 1Nn M5K 4lYC e, I - YK[W!I ei0 Rr AYU N N[R't1r.wM IMLYI Wp.fgilpin NppJgl Rb(Aa � gMrl@,P.wp lge(¢y i 9Ki r9 NPA IUr nIQ ��n r�r roosrR icLr'M.onwla �W 1•T .su.rw mlwa rsu AOr YRW,WI.St..A II ,... I ID(Sl[.11, t>< q4..Y AW.,,IM•,.:, SrIM[4 r SR11:Ir q,IxS,l11 w¢alx I "' - U I� AS M IT 1�e11p 4 T-p .•nr.F Y..w.Y Y III__—______ ® � •R Rr alvm]e a,mxl semi www WrtrY 1 I > v I i I I a mi.s uwr Y o[esrr meu I� \� 11 e 4011AlR rRV NIOIm OMf lol- 4RAIt 9)Nlli I I • O 1 T .-- J-S F FFIIHII w pl1au11J/ CR p H i II1111 w'M-rm YRYII nM1 ILI.IR fAR%L.44 — V pm(R elpe qi e[>fr1 N'4YY:{I!M pemgt Yq I!W na —^� r IIR111, Y_ARD LI GHT ELEVATUQN ELECTRICAL EOUIPIENT L^HEDULE w M1 n n r "'' s.^Rn,exeoaa-rae I[Dose moll riv sYiYM ny.rYY.aq.r..ec.u. r ,• a �o .�a'�w.-,�in.•'Ym'ttY xi rr,a>eanYa�w cn.�lm�w�:.; ELECTRICAL ENCLOSURE PLANaPY4MC-Ai a.%rYY•m 'iv W ,q�,Y.! en uw Rv La AY rwa.+Y w nR]NioYs �ua.v uro¢R`a'ry e.eu [],.ro aw..v Yrm�,rw rY,tvksb a c.a�`iicwoea rYn.va wmum[. wi[s!c iwlsue w.l.salwv '7 esu.ar Atw ¢Ic.'a�wa;v H iv�w rw.,mi.. S'<'v 4YIN Wrd ym.( 'J. 'C P141 OM ✓i w Mel rw.�..Lmwa vMn IQ Rl!S 11R Ntt Aq.M!I IUYO YRr1 ARN,q%.ip% _ 1w41IQR '.YM1U A R-V[Y.%YXP[ psi -m Nml I I I� w ua�ini aal ° .m mar au a exras Ylsxro. [� R.Am!a NRtRY KUR I I /`_1 Ir'rtCt Of(P, r.%.MR•allm-'Ygla Mom.I!w wlmnRe Aa[hn sww w , I i�1 ..[o Y�Y]rnosrr YRRM,2E C) -ln ra.Alp Ii p _R9 / xrW l4Y w Yll [1Y-ro✓mN R.n]6wlp(MPaRt;..-]Y'.Y(rY(4. ® JJK 'Rt Ntp inSK'IY RLi%N�rAR£JC.rtO Rpl O[pP 0.Ya A.eM KNY 9II N! �Ce� � J — .[Ri.B+M19u"m YW.tw109M. pOc[9vS rW VRA'R:YO Unm4 ' � -4NP IRQ Sm'MF i I lwA wR", tiK 9SR�,M lFG`OLR M Ji r51 SlRY.M1 [AM1CIm b � II .el 1FC9W RY-{.R"Y.YYK NII-raW YM.Jps rm ll'MpaR FWp tO IOH nw[4iar mr e'euA Y Wos Mu[[Ya rsvas. ,NMI.RO'N[MaY l4MC J 4M R9.Y YO rW RN.4Y lK Y Ji Rmf41[ RmE�:r 1pr NE UX19,lM[W M4V{C.M.1PRC l:M MO,.U'sR m nrsr xaua w¢1 � �^� mm amvc MUM ea m I:no4 Yms.R Ra m Imo[m e rrc.mvs) � • - 7.�\ 1 .IQIDM YfRY RmS fA V1l LVAwr KIWN M4.A4. %V 4Y � nIR N1V 5 KMS Ca.n � M1 M � ���v ��M1mrR VYp4¢l'J. [W4 T s10KD U?'M n[I R. !O[W11.[E WNRf*l]M Y mOJS O.VL'M RI6E�1W LDWIRe NI MAY ''�(v-}y.' S .?Y i]+M.YO%YEV. .LR [M9}Am.RAR,.OM^J11 14MI R4 [![!9l!sR(yMLlye /.y � 6C(AG4[OA[Yt$XGJy4 / � n m mi caY^.w,.^a ]N w mvm ary a M� x m mo Yan nrtRm lxxa Ar. iwu a olaYs+Yo rT .Yovai ru rasa.maJr ��t1r{K jR.wN ndrrmlyn ( '`��� _ i _ = (11e5rT Mm1]IIIGA r94hS gIQ1 , r aw masr asnY qr vs fJ a a+n vW ogwss nnm vl w. a Rsa 4 %Ysh:ra 4 mleN `l / -R m ma rn aa�ew ee.rs sn ne u�a Rxmnv J 'vm la umrR[ w 'e »ie�(9/`is c oYd ww s oaw�isµiar.w.nY�R'Yoo[�u Err Y.tY IVYA tN[5 'MX4 6 tl)RYR W tl W^A ��}.SRG(.NSm4I..}9:.�oNLI Rev,wn«W!o uu s Mmm'� >.wrxt 4 nYNI m s!R4 rec R me SCHEDULE A & N ELECTRNCAL SITE PLAN m or xchox_ ews mr mupx uwm maM1 r .Y'r 9C'IRpW A NUORaM Li I�LC01Vf SammIGIM Li R mCIWI.e1mM W ELECTRICAL SM PLA a .«,R oncYK s. : Y..es• 1» EQUIPMENT ENCL08URE w Rvmd av N`MY wrt [rNR,O Yx ovs yvM xa,v,,Ax ,t ,o•zo f ry r.Yrww� Y\r[rtY �y 'I/ �l��ai sr• i;afw VM REr fwt i /l 'naq +4` fi 10 /% _. www . awe ulwl wr rw ew]L,r Llus , M w]w�i `�. • , i / / / 'I . ®Y t / .EROSIIO �TROL HAY-BALE� ® o r LAKE WASHINGTON 4 / / f •� J 71 g LAKE WASHINGTON NO. 2 LIFT STATION ^' EX_I$TIPIG SITE PLAN i �00�Y nvfw,no OM1 O RLrx 1kf 4,DY r w MtM 1441 x P 7 WI Af—YDi 4101 , rIOR wf xS S 44 1U9 Y,1 DU[ EXISTING UTk ITY SITE EXISTING TU ILITY _ �N ELEVATIONS LEGEND -$TRUCT RE$ � l(I.S1A$ T w werexfa',rs O` r mw' _ _ i4vs cvx,c mn.t I[,eu w - . - usnc wa+wn IY,x Lo olru tarp n,w4 ss�� •. .• .: . . ,prlW ]fl' —DD twmp SM]MI9R Rpryy�fRC.1l NVpR . ! C6rMr MtA. v e'r..a Yar ]r' .- srswp rnxw �1f0u11O1 wx i0°w0l 3901 •• .'q. © trxmc r wt„n.W In omul \ LAKE WASHINGTON .. ♦• � e avr wm nm G t e•re rae,w4m wry \ BOULEVARD •� ��— r4atxn J[ sY]r.•a WL[gl a of SW M / ! G9xYl/IIO[ KPL - [RKUWM1 GW.r .D GiSxG rDOw[Y4w(1141.1I6 - • ' . r rn,ro]t xu. - e@ l a4 O RSr,p Da¢eo4 ma[r wwa ur� - ,osx rt,¢wo YL- p [Mlnp w[f wur,eo,a[np,l I'1 yawl eda.ymruv.alm...Dl poD,na{ L r au]Yal :]n aDo3f rp 9W3[f5r4.tu ro[1,.4 a omam}m l[.wfl � ® msw,ma[lor[w Dees. a sw.rra[rlDm � dbl4 C:ID0 *Cw ].lw vA M.LLs wu[c[.[oa Rwb 4o eAlm l•w [VfAw.a.4r v.H]p] (Q SYSrn4 pf<RLY.i rgp[n . M 00 n M nn o.1.W tt wffm N rwSpr DIw[ r A rr txipD.wz wrll wp pDwJ l Yn x.,a..sfy,]w CYpfA,M Y,Y4m � ,,,rarnm t s.r.na wp e¢.]f.Ymw a.0 l cow.n R SJ i]Ia ry 1pN[xr.DI p,6 p[Y ry xrYi r-f}Tt nr Y.tM]R M w]M yl q II(grt StM.r /,q 1 {Inr,ry q.11 gyp ,W URYf M YW.S 1RIFIS ' r„[I,I1pr Dx ® tmrM r1R,RM.S<'Kr 2lVp. tl M IMA L\OYIm clef M.wl AI M wfw<p$Ya3]P I MrAy.gp DL Nnr4Y} .y1Yy P®ll i[Lm ILn Ilp w!I L/1r w1.! ir.YLYI . � ETrK W W[ra[GH(Yn TDYM2. IlY pNrlE M aw1Vl SK4W Rf Wr O,Ni 111M YrO r aer] � +• tDSDn mY4rt arre m wr psve. };wvi[orr.,w,[m..n,wo oMv[ws PRY Ll\a.,o,t I 4 J f St r � )) SL bSAC wM wVin![a+E.rn. 15 rIRR m IC.'4p M M r0 Rid]M WIW1 All 11 MY,R I.. b �,.�A�w (RMG A[[-I['/M YO pWL OJ-0'pfUM �\)R:AYSMAprWRlr rgR,aLVq F n.rf M�3'0eD " I���^� �ma nc eo.r rwa.o Yr..om w.w+ns nU A l 4NMp IIOI M]t[F.AOY.Or. �� 115K MIrL9r-W lYr SyM LL��.. Sw �p11121Y1 Sp.r'rAfH1) �� ��w� ~ l i/ r� l Wx 0.Y,li 41 �" - `,i�; ,�rtWo"r ra°'. 'uov ..1• ��/�--��ry�/� - 1 `q"�.`-//�l//j/\ RP ryt V ERO$I-ON _CON'i ROl HAY BALE , -- -- ;.�. _ __ :�,,,��--•�"" m FENCING TRENCH a LAIC); v �NGN WAsHIxcTnN TING UTILITY m' M[RnG F.1 91 'F[RLa Y.14Y[A \ BO pMM LAI(E IIASHLtiGTON � �•.^[ •^ -.[. ULEVARD �u¢•ox-ml�vR a na .. LAKE WASHINGTON NO. 2 LIFT STATION mrx uu,.x W.sr ,�ortwr.we+ro[uWunW m,m w�mnl Rln -._ _ - -- W4[M,Ruo oral ro[a,Wi R opmn,vrt 4f.R ��� avuwnwrM,¢ EXISTING ITE PLAN rs�v..a xo m,m �MmRMso..ro oRO��r�nrn �Q$ION CONTROL "Kh lu .Il lVr ryw,llr 3)IW11Vp pr,W,plMb,l WlprL WY,[m�RM ..:s+e.urw a,w! aae.r MoerMsw+m•.[Rar[mrww LEGEND w Wgro M wW.[ww! .c+arRw m,e mvR VRi 6MY10rR nrtlt Wi«ArM�RRPlWpnrm Rmv+o tR mam Rmwr,msw mrWl^oR Ro .wn+,w rwRwmpYq, 1[SrY MW Ru6r NIOmAROr a'wl.r,yY WO y."^511M wPl wIPYI'M Wlw[1R9, 51100[Ifr.M rrr.IYY.O M.rOY rtw Wf}IYOR S w.YY rtWM rtro wva[<bMC,W, M[,Aw NJ..WC wAV ..I WM1IWM RMlwl[Ulb Cl..I y ro["iuW er.'000:"'woas�,I,vao F SCHEDULE B 0\I t' ir.m wlY M f[101RW YR cm or p691fOX 9r1®$lf'Il86 g&l lEW S-rtI m] r' o+ RR A T G Ls PP pCTNN LS 9 UNkEII.D K EXISTING SITE A TE P PLA �_ a,m aaowA aAu N.31wo o,r s,or a.,3,wx •,a M3 MVyy !Y KNrrt O.R L.YiM XE *MMO ITE lL " J ITT Omq� LAKE - f4s>k.srru,nsse., � r� I i ,. syswc:a,u as ASH GTONAp j ( ea,\4 nrss.sms-a a,uses �•• /�_./` r .� ��- "- _ ' •� tp PROPOSED-51TE LEGEND ` r' �r ® a n Y[Ei a Cle.R,LL] R. r �•__�. A_ f i fir/ �• `__� ."I r •�������• rwivm sea G.u,..n -...�....._ � r / - — rATO10 W`N • r 6`i a •• i 'e— M e l _. :�• . .' fr' _ �' h/.J� `•` 5�e'MM rWe�6faRu 4vYir0. r• •• e • •• •• 0 ••/^ / !aa V WAm wA9 • • � / j ..Rom.,..,,....•, •x�,� 3901 t. ' . •'• .. 9 S /e / #/ LAKE N'ASHINOTON • •• 'f •�' /1 BOULEVARD %rxan.rR mns ; ri r sJ/ roro� f •-r�w rwervss f r � �\ r v/ �i j .CID a!-V P4 � e• y/f/ © RPAm OVM W wqf 5�G6 � r SEWED LEGEND WATER LEGEND LAKE V\ PAVING LEGEND \M A]W.CgRR i 14 2(Iq 40�It YII.%L AL M:..ht Q E'w MIW.VI%M'MMb,YW � a'G•P%Wa[RSlClnll & Ltll5 rRR rR MS O AROl„rM0 UT,.Y[M.a.(@ Vl IMh S-P R f w W IR Sr1Y R R,Y 1,aM a WI m NR.R MYIOI ' R111C O re•�dYil Q�.YQ ('(� Mn5>A O•R 11'w OAIAM T1•..lri.�fi.l'a ® RIJyI M w s'M!M W WL S'.0.m1.41 It R9{ 1ry1�.wfi.44Y IT,N RVTI R YWRI ^. ]TOr q;•6 f y Ol rR P.rtY�G R1w 1 x a uV E 6 w T W wUR.1 (� r 1... M lJ :y aI1MlS,wIPVRtra eYL © e'w K 6401I.IW.\N FN.,um �i VMCr'fi- R%•w i(MF rM �RNPFM aREMVr Sell 54 GY.4 I4I.� �y Y411R51 fAA U 9[,IYS Wl Q I(11Ca 44 R r w e6%rP A( �) 11". SA' j DNfi641'tl �SlGII-1}fiOeM!~r'[a'MG ve ww"o rt erw m ro.LLsrs rw m a s1 TO•'%lee.sa rawu.vue rw. L i sr>aw.>na n slwLL xut tomes) 10 fir : A �It VIGTON GTON RD , j WATER LEGEND INQLEGEND LAKE WA NIN TON�I O. IFT_�TATION PROPOSED SITE PLAN •'«u sorKe a..acn. !il wn.on m we � •s' � n.i.uA ion m�nu.wxu wuo.sra o t•w cm�we �'' ..a.e, QQ a n�svnc ru su we�.sv„ aA¢anansva+u,w i WATmY 20nn Wt rAfYt V.lpp�,gM!{[SYwN bp«, P Q1 //1Rl Y-0'O 11'W LMP wf TI ggAM KQ6 N W.5'.�OI. SCHEDULE B ONL) «�nt LRY OF Rf]IR - TTO �Idl S 11@R''SYLYF A (ij MRa v-R6�W W.P A[ �typy 9ll®4 aLVR tlSn::\� LS H fI)ry ffl 9 L 11 M AMN —�°" —'_—•• — PROPOSED SITE PLAN xn .cwsae n xac. o.m usrsxw ow arz r.s'-a' a,+a .w��s�v s:c i � I J Wl rmllt .... 1 OI.lYtr Y I mw„o+.wrt i anx r wa 4Y M':fI.1 p YY raw• ; i .s+TT ra I _ NI +eon dF �- � � rw�•IwiJ '.�_ PLAN VIEW esxec.u'..Rw inm a.'e x rmw+o•nrrt a.r a cMi MATERIAL LIEGE � �y� + iV IYA+VI MIP1l p WLLr y+ -1T iiiLxrme.'mw ua rmw ru ; 10 •'Yw.Yi •I® �i ® sYucuY a. 'I a nr mY: � .lei.._. I ♦� B-nruar+ue 4__�._ I I �nai'o arm / aY.Y.u�.w ELEVATION VIEW ,aem, Tim r e annoYnrcr � '_ _ r+nr r-r � � rF4* I ,• Imns is surcw T F � — gYIYR o � i� ✓ UY SM1q 1 Y-p T . OBLIQUE VIEW 1 I 1 r -- W STRUCTURE LEGEND ®fmne e'YnrRY moan r.l vl Jaq q Ylomm goRa,n s.q mn m oc a w �� µy TRG41'pRYR YY1t WU,Y FW%ry VIIIIN VYiI _. __ MATERIAL Y,�R Y�-�.,oq,.'wwR e.K�w,m u wt•I LE END SIWWq WqL. an Ya YYw EEG I IIPh NT LEGEND I ! ,� ,e• vaw[ `�av ia.pm Rm�w`�q mim���i¢.I rmq 1 � '.,',� ��: q0[R MP�..si,•®w�°f wol`innn uRn ,� !� ..ql wr.cRgt aNlgc.gS ru Yuer{ , �A , .T SRv46 f W L M[M SIJWQ 61p1 qR RIJ..a.wRfu. "'verWw°~�Im uuac nrf!1M:Ym � 1 ff^i".x"w`.vn��x ului cos.Yo um.o � � ' ® ®mn..Re lls w.m.•xrnxv n.roasgllm rR. I voa.Wcn.nn.m uwRo wrnq I SCHEDULE B ONLY LtIY CP Rk- M IdI}LS OPID1>ABNI& SCIIIOUId A COTIOa;Ml Lf 16IJCO01f 9l!®I11E 6 L1Q Il/dl@::MII LS (!i[tllLlllllIXl STRUCTURAL PLAN W .. — _ r~n,Rf wsr rlirr c.WRs� �S I "n._.e.sa--Y�• _z lu i AND DETAL$ t yy'yy -J — ---------------- I p .'••m., wyrr P.W.,nrn w.m tm) III w _AU4 r.r i�r ocPJen 1. POW OC M. \fit rw.u1-1 Klf•f'-4'OC Yd �MNY�RR LLICM ?gyp Wt.MM( J I 1 adYrR(LR-YT6' 910[.15M ][MS i IE e[p+ LWYY mxR oxe*- sro w. +w wogs a waa !d F �fd �i•' OBLIQUE VIEW I Paw�fr•.!'OtA \ •' I r-r P•�r sc can. `i I wm.e o.en fr rwm �•� ;a•• p rr� •r.w¢c �.Wn4a M[•Yd¢c •._::'. .,�.vi. . '.. Para ewr•1Y 0410e � t L•.� - wp ® SEC TION - -V Mp _ ® SECTIOwo SEC TI ® TI ••Y4 o:;p r�•wn4r arm w o4.W PT s wr a m)wF p •-x'�� •o-a'n4 eyps^car-n+.rt or v[der n.m:m[.+x a.wrw� arewc•a+urss•.�.e'.J.r4. Haas - _ P 4wI_ y\' •4w¢C eM.Fe aY.n 9ID'NR MLVrCrV lµY.n M.}p H p 0-M' � •4N 0C�'Jf Wf101 '- r L s lsrltl 4-r -- .d qc u¢Wr0 mn en re mua a�n+amm 1 L_ SECTION L. $ESN \ ma nwwvotmRo�aWi • • +n a•.aw w nrw S 4t W ro PROP069D LIFT_ TAT N QQVER REIW-ORCINQFim a _�� •Aye ® ip i i 2 a 14 Twa m Iva wAt mlm l*.1 WTF PYvnc wn w I r .nra En lm[ruE b.roa snwt-.E]avwtl _fie �nyy�nppr��wmn ar[naa •� `-r T—, v I gra ry a[.�En PMb as m. 1 ,.n w .rtw w[rc .M ne rrmAmEy uLpf tll].] +¢E•].a'ac rty +aw rKCA smL Ivsa.nrs a]wN.n.1, ouYs - I ry ('TS.1 � ru¢Ktrs ar y'oc,m.nwe Mwr EY c �r il¢E ELL a�aRq rmM M \a.a la JI S S{ rluA[r Y'tm mTr¢lurra o parLb my rt.y]1 S -tl�AfMv..lwS(i P. B ' (d r.•°-MalA ru- YlOa4 MA'ac iaE '-''�—lr-Y �' i mKNmr�]ay.MubnTwnwv- P Exr WI r iY nL wr [\. q1[M�l.l LU[/.n06 Mw¢Irr Y'RG Twv tmrw v a.b my a rwl Y-Y 4RNKR P M rC r V,atlrl ,roc P vtY Mrr acs CTI N % T tr Y ] a . ® SECTION // e. .'nneR In r.LavYPY maJ ���/ rc gas v�+lo.uom Erm EEI. "- •1-t•ae vas AaK�IMRK ed.r-V.a MaAm i maul np i�`r rn RiK r; i �' •�Y'aL. MY11 lIS1M EN KE NEf[r LIYrK Ogly. � �MTx`Y`w1 It N a asw"' 11:qy pp5 yqj yp Nr IpIGM q 1r1 EDZ T !1 Eu tM x¢[.EMv(E]tt pe4 W I.S P mgfa P trN'1� rl-n'ac rV atl'rW 1 L��.� �'' l /.tYM WR b\Y4 tM 111"tE r14 AMI[![SFp III���-���b-��� •WlN ArIC R EIeUT Lp[-rwr aOq.S Rp5 A LV L ✓l. �J tub a'4'EYK WG fl!EY a] Eal PYI[B\T]L RCVsv[.a nr..]y 4r.yp K EwK wwlmAm. UArN lu¢MYI¢nnN'tlE m¢v ua l[/r SECTI OI nEKI EEK«.r mnm EEw.Pv¢w. •-rd � ' EQ IV n0 MY.A rd Ytl A °E'a`'m tl " FIBERGLASS ORATING j PLAN SCHEDULE B ONLY y� c"of Im110M- IMM[Ig}S]]MN Oeno]ulol]s 1 KIII U a Col'IOMMWp LY. P�LM91M �, al®uu a 1/dl M\AmMM Le R NWa811JfliYX1 -/ [1a �9 aap � STRUCTURAL DETAILS NC r[MWM n MKY DaR V K'M) M qE ErgMr ttT i].rS9]1]. � �]a Y J d •1 O • • 4I n.n snrel{�.w{In a Rw riu x vauvr v x nuns mrm x was snm' NMftS MM n{@Yrp MQR�r A W IM(•4N eA x a41t®w SYI«I�.qr aOn aw M i!r 4arIX fiWR 9M°fi a 4m Y1Q Y{r1PYa Ar9xY tl.r.{x r141N'4YR1 .3'tl141011t p«(atlR[pl N}MS x tl.fM1tlr aKr{aP1rOYl PI«4 wl:-Ile4 rltl/6 �Yt • I),I.,.,Raves. kn vaarnr v rY{a wanalrs wo u°°o taar9ae 9i 9osw sivv.ra m a99osn I p �. .. ® ® sam nas s¢RY ales a IEK nan avu cr aw wa R1WIa. 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COMPONENT$ PO«C 4K 4[faaY011 kY0.Oin R[Y ra UVb IIOlt6 YImP -- J-PDX _ CONDUIT AND CONDUCTOR SCHEDULE O �. 4�— an�ullm. . I\ n a p + xtlpipanP. rCm mm 1 «t IPLIp PI0m1 a at,PL,PI Pma n rt p YeLYE-YP�lI Y nc mau«mmm m mlrot wn h IPL.P4r Px WW 1 wtvpiPx orox_ I -- nt n wt RV l�Paml Wt u.w M,a f,mt �atwlE wa¢_W, • «t IPv�PI PqY � `-� i .t,PL�P=� REDucED PREs�l1RE �' SYMBOL LEGEND HACKFLOW PREYENTER LT d M (I ':- un..vu-n mow+aC rooxu f.nal mK Pa�Y/LI rw, AvaaX4x. mwa.i....m ulcarr srt n,y.n l...w+mo..P QNE-LINE f�lA�iR� ';u O or�lm. f,�11NG WET WELL ir!I i s 1 I � 1 1 i MINI FOWER CENTER PUMP CONTROL PANE a jELE4ETRY PANEL �• ' )'v A 1ELEPHONE ��)� I l� lm unLITY Tp Q TERMINAnON PANEL_ OO CF x t^ COMPQNENTS v[,e.<Siu.oe Imm IIWYAfRY[ISIi � ] 1Y10@ W1Q q Slta�{S 41.nf � tW]T iNl J-BOX YNyS SSA O, J n A If 1 1 b ABOVE GRADE EQUIPMENT ENCLOSURE �© T WELL 4 VALVE VAULT AREA un an VALVE VAULT � .on ,rx (,rrsNw['nma MDv mo]e zk ems O110N MS>q 1V T}LYOIR fY!A Yali R lOW 9 NC W !AI �(>M MYO(NN 6YI61 1 M a OVYY Al R� YIWS ula[xPm(MSS) NOY 1(•fOpr(tOEOx1N1 x,[!AN N ,1'^nn.NU Nsa">mNaae n. �ryN (,s un aAl nznw�"PNm�rw --- J rxn xmxx,,wwn i . 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R M.aaIYW.M W„a a W PENETRATHNI DETAIL MMa 4a wife l,tnl butlr.VO..VAV„W.nn aM'S [wY W 9law,ulM[ai¢W ,� rx z aaxns s.lva-lmr-aaj-nla I SCHED['LE B ONLY [wY'9 GOH $M eK4.0 HO.Cf\:MQI♦It/tl.1,W aYi rO YLI (nwa laoor mW«. ertr w xxen a D s H =IT LS L llu 9 L . mMM Ls. 19 PomLdI<m0ma omroen mq pa _ _ ELECTRICAL 5iTE PLAT' V —, _ L EGL*IWNT ENCLOSUN� MAV.ax anweK mu. :.c t �l ! N0. MNSKw Br •[yl[M G,IL Ixwa�Op 9$[ :RE LOW CCr lj,1paj lj li.]a 1'LLJ'e N♦ _ ...eVi«WII IDYT RPY i • .- AYi DpYF. , OMitSArl SV IOYi A I Y W Y Sn..+ Sm iP.?M«� uRe«IR NA Ww1PPaT� i�N1 h'IW.I IGP.'• / IY SR a JA 111A[PQ YYY'n 1,_iAw aIH p.[9 SPI r 1 crams wrcI•v ...Ma'.' Pc mm4rlu w m-n T, lO.Ri N yrAwc w[ wwn[r.M rn ml*JPT .M PPP.P`atW WR `\\ a wT ww a��mm `awlrt�m ewna�w�m .a w[a.sat wp.r. ' �wnv.le:r.a arc nrllW mrlx.«.r -- 9YY 4 a1rP ^<AT PD IIA f S E'.. w.mmww WATER SERVICE. CONNECTION WATER METER n410 .. 4S Oq O Yp rP Nip«i43 .awar o.a.si.r w. sPanao.x. Maas«a N«P Nw coos _u ecrKroV i p �aurn.al�na s.ai ms r.Aq r v ray �iY�DOPK mwi im'inmsi.e \ �•—.a Y0.,iy.yliAa6� I �D[YL-� .�a m.Dc yr s�.m wxc.,r o- i D11'1 L A4A rtNNlp'.D[61.P'� 1. � �N(«H.rW • IY 001f fM.M 1`i Y'Y.S> - /QYiI Y Cqi SIC f-0'W C3>•0. R ..--/ Wiry 9.LY2«CM!p4'� �.. rg-_i � I I -_- `-I i._...`wl vil 9a AOWiWCei. ___J_�E 4 -�L a�Wp R"«T4••wi[o«sa«a •. .J � .•o.w xru[WAD m �., �� -7 ♦�i �vn_ 1 ,/� _ _— n.n'..ID w[..r.wcma va — iM e«AowvraD a.a- •` `r Wes:•aT r} S Ylit.M Iar. TRENCH SECTION FIBER QLAACCEySS LADDER IN LIFT STATION tl'A'b Pd+C.K SC4f I'.Y�FS31 ��I I �P"�1 u M . .................................... - .. ................ ......... ____ 1 r H,ann mos..+.not .. uw..w Drr Xmi Ir'MYOCIOR MI/ .. 'D+p ap una lrf rIOO iM S,Ib III1L :v+.[rgpYR pP rq' Wn Yea W01 ..(:C+E9TH9W8C 6v OT I +�M'.:M'CpR6A wmq.+ ' SIFR pWY'IJ.R[V+P r FWY W ttG�R YFm 4.Y W. 'ya �! awmq rtl ipi Prs fq � I _ �___. �- easm�WnR WRax rtr me m u[enrn auaw- !. ,j Fni ��ay rus a-a[ re.gmno w m-+s� w wn nFr omn.n rw ..•... QM[.N awet I+aIP.8 Nf[+N Y.+IRp 11RQ1P p Ilv YR•l 19!Mp'Y.'4 .,i".0.II.'++a?J '. PWYf.YI fN1I PYw .R'l n.�.m{'IF'n, Imo` / `.0.R V4'S VILLI WATER METER wWm wm.mJ REDUCED PRESSURE BAGKFI -W PREVENTER X, f-f ^��s..m.vow n u"•w- ''X� _/we�+m�:Xm r�q• I xu.Xw nav Iwaa.wa-: 1 JfG 5H i W1S5 x.!p WA YIIBY/L(iS V4P M1IAD A ® WN:YN,[W 6 1Rff?T.p J611SR I.IIE Wld GRA rV m.W- I I WM+VYMt Y'IfLL1+4p .+.+n me nw a.s — xa.T.ano-'.wu nm'0 R f s naw IY �rpRR aa.M II Y'w SS m,.a �..: ;� Ialwvn+. FMXSp1 R�L1p 9S ilr'1 1-U.t-D'M'ri[YC+91tl+m I _ - 11'SS rya p+,[/OI Y[ � Wpt nw+n++.rr qu W ��n.ary•v R.+Ws ml .m lll n w.+.enR .oW u Wrw IrA•1 _ :Y•.+K.Y'IF iiL RLL iLLn S I. II —1 �'�j W Id FD+ONnMSOPw T " - aP•w lNO FIBERGLASS ACCESS LADDER - YW q+Irol IN LIFI" STATION a �.-• ALUMINUM ACCESS LADDER IN VALVE VAULT SCHLDCLE A & D rm or pcx!ax Ewz uvr surrox DaxovclHrrs 9CNEDNE Y coilv:'S LS IgL1rO®IT MUD LUT./JNIxtiMTNi Ls R RtXIBOJIaIRMI - _ q +" MISCELLAN OUS TA nAaw aoFn uaa Dwaa1 xa a.no. .r avt. wR ore exF v+eYv rw.Ie.+wx +e•xx rears __........._......._..................... ... ". G I >rI M � u m w14Pr Ol,�il L-- .YI- 0 0�4.mPS 191 � amaar�aa nns ra rr m vrl[rr w�i e�rtwera �--o-+.—o—ro—o-o--o.a---o- INTRUSION ALARM anur.rla — —�L_—. °p Luc ene[ml LOGIC DIAGRAM d MR�MI01 RM NP(.0�Id L16 1� �_ I.LLy o WOIw. I l� ane, 1 Ai r w im -� �•�� a w I ____._�yvi L wiovl� _ +o qac w rrn sw J n m SWITCH SETTINGS r ------- 1 WET WELL If L 9— J I LOGIIQ DIA :CAM M P J �LmLv�. � cLlf Ol,[,t QYS P'EA-NS r4u 1 Y6NA (ItCgl'1l Nn'�. 114t'MLI P11R QOO➢R 'i YAN«`w WIS♦p 1!•IG In xw!P ' rx YYw mYm j ---- - ----- LOGIC DIAGRAM LEGEND "B INTRUSION ALARM - �T �LL'64R1YR111 --- - - L0040 DIAGRAM IDY �••�L� ----ivn awn SfW.ldTOi.LL Fl w-IAw1rJ Y L[Y fR-ORSY m119 L9-tlMfWY41 BLw .n-ilP nsfnnl oxw tll-i10191MIP O l it W ) r i m-lPliwfG!ILGI alQ Rn I rs n a sur awv) - ( 1� 19-OiypIIWI AA'S.] 'Ty--O wr.{ N-Y W.4....YS[o. JMwnY1 QMQ.4f.urofs � w mum i ww srYn mfYr P spa AY+Yiy..0 Q-atass«M @Pwrn'N RP 4RPf MLl.6 AWyrR W __ rww Yo i.p r<.RPi w wneo.m.o-L rw4. w-Y otu�w.r,use ro Awvl w rY n nwswr s5o .- wYma[o-s carts ro ra.Y+s+c uw.: YI-YILwMIP RV•m OY./tlW.UV.(M.OI W M iYYLr -LB wtlA 11 Q(®(yL�LPYf' A1'uS pWQ 911R YRR q1.4 LAY Pf-VS-0ON�x•6M'IIWA 0.W I n[YP�I�fl R:A:•51,1N P R[IMl AYB.r1O1 Of-L®ro xrMi L(y YJp f If V'.AMSfv1Q WS rYFf'Mp � Ip L[16 RIYI Wx AR[p YD YG'J r.P.i.y LL1p 4WL N 1pp[A.iSRY 1._ W-WO N R-IYIAd YJW 9:N4R�IMl ANQrrIP Ntl Y6 YO'if L(.Q RM.Wx ATE.4ID LC.+']I W LL`A. YNY A rR[L[Ar SSRw S M.@ b L`tnl[n W f V w YOLP S!PTt 4o YxwR 1�—t� tglYf[vr.Y YMY r0 RLLI[P. -1� wY0M 11 -r OLS-L�IOMWL MARQ 4YY f+S�tIL una R.�4.�. lLy9-Wi A:.LYIRD Q M[Si YY Q[!p O(Q YY�f MN rr}(qNp>.fV$ltlll�� M Pp ORQ v4Y!R LxrL AM MY Y M1P TML1 IL'RL AIYrI[.S'MIYR SLM1-Y14[.ML4L Q L[Fl A4BIilII SlP-LPISI p S�M`Y5 P 4'4 AY9.M14 xpJ J Ip-�Y451 P•4I MIY3 P I['ft 4MiiNL n -xp rxi nPL xIa Yo RllYfm 4M4 L1-.P uII:RQL xrm I.Y'rtLYm x.fw xo.-.xYlnrmv u.a mQ Ic- rKo cos _ WET WELL LEVEL Y-oIP Lwo WY5 p wv xrulQ -- awYr wQ - WIT H_S,-ETTM$ $Yw rL mm,m SCIIEDLLE A & B I crtr or M k- 1Ni I,R sLS x ovmvmnn i +,� w 9C1®L'1.6 A CUI}ON1,OU L&IYLM.'pm1l R'1®BL6 B IIQ IA9IMLTHI L9.R�111,Y1 ELECTRICAL CONTROLS oil i « I[Yl---•------ tuuclu m mE[I m:vwavaa XtY Ea'Ol OME[fal�LLM� —• ITXYaJ I — — — 1 mrn el vl cauwY.•aM fitll .wsa------7 w.n..Y.�.Ya YaY an awuo I I wa oultEXOY)�r navel oar. I wa■f YBa{Sly----, I 1 [ODlIM��I��f i l t I ' , `--------------`i T T T T I ; El El EI El Ei 1111 I I • I I I /ILM Y[14itb Wl 4'YL�OYiI NRr I L X 1 ❑ ISO' � El E]� X X I I � IJl_.A_J I [ 1 1 X I m1.N-Y..I.OFEf. , I I 141111Y 1@EI wYM wI� J i.,i ❑❑ ❑❑ ❑ i : I Fr EJ ilE1K M'ma' I ❑ L.I ❑ I. 1 E] ] �[ 1 I_7 L J ❑ IJ �(❑�glJ�� l—:pI W11gaaD'Ji T11Y11 � ICJ �L EXI TIN REMOTE TELEMETRY UNIT i EmaYE YE ��, I - fE9r xYGR RWnPi uIE�— —�_ X [a 111 I,,,r/,,,FA u pmle t [X C I00 1 I C[ XI [1 r YO 1 [ I 1 I 1 I 1 I I I -I EX_I_$TING HEADOU) `------------- -CABIN L-----------------------------------J ,4 TYPICAL HEM JADI�S ARTEM CABM T B�L CK V" M Xrs 3 c . ._.. ..neM u rcl.[a ro rnel/Yas...MY a•.Y,M YYort xwY w/I.o.al M 41II Yw YY1lT Y/YL 116 fPMc'O w mrMllom u/m+a M.. v}IA MM Rf F OLLIA O1vs4 F.YS i4[(Id R M N1_t_m_IQ.)IIY. I I 1 ..,Vp rGYIY YLq I? 1 ::u[f1YlIb T)Rtm i 191R W6YII N9L411 IPAA 1t M AIM Ot,f/ I 1 1 1 I I wsrYc uY�wn/Yw w/ o 0 0 0 ❑ ❑ ❑❑ ❑❑ ❑ ❑ ---- �a - -�[6MIDrtfYWRK FC= mom W®VAY ❑ ❑ ❑❑ ❑❑ ❑❑ [i � ❑meld '�❑p❑my❑I ❑ ❑ 1 Iw/ t,a,'/ I F •f I Lam' uW �� I �J 1� n 1 'I'9�� ❑— ❑ J ❑ ❑ ❑ ❑ `❑ EI [:I[' ❑ ❑ I 1 PIIIIQR wv. I ❑❑ ❑ ❑ El❑ 110 ._____.______________l 1 I O Cam. 1111 ❑ U ❑❑ ❑❑ CONSOLE MODIFICATIONS U M FTJ M COTTONWOOD -` YYY.YY g1YY OMl[ J _ ETRY lMT , -- - , S:,I..L.Y4,. �.l Ell] 0 El 011 ❑ ❑ 1 I 1 1 IJRr'10I1n W YT illYJ Fill, Y Y 1 l�� — MC•ryW pY15 W M fID"6 9iY PYY[L 00 I I r- — Y/ Il�t�_- Y.y I 7 rt.al KLL fn rvMll)IFM 9N4R .Y - ��5 ..� �.� � NMt6J x.V4LLl xw MxAl9P m� vo I I � I —� MlgMR5a4 P.MY AAmr YYEIWMb AY N f IFIY.M[U MS yM[I. I I ��4PLWTRxM W'IP�YWL Yf 10194MM EXI,�TING HEADQUARTERS - CABr,NET _J T BLOCK DIAGRAM SCHEDULE A & A cmo Y-, Y .' KYr,,..Yrns �IDY LS SYSTEM F URl Y 2 C u AWY EM 3Y ONTROL