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HomeMy WebLinkAboutWTR2700593 W 593 Wells Ave Bridge ix e a BEGINNING OF FILE FILE TITLE E ri9inee �in9 WaterTro "ts i � ��,� ,( �� � �� � � -,�-.e > �� Cz COST DATA AND 1NVENIORY SUBJECT: 0,Z a rr. 6e10 a CITY PROJECT NUMBERS: W- 5 53 NAME OF PROJECT S- ---- "-)G ) TO: CITY OF RENTON FROM: UTILITIES DIVISION 200 MILL AVE. SO. RENTON WA 98055 - DATE: Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced project. WATER SYSTEM: Length Size Type ZIU L.F. OF LQ " /':' WATERMAIN 4!p G•P --74-- OL L.F. OF /g " r WATERMAIN zs- L.F. OF B " 01 WATERMAIN Z. (.0 GV t e L.F. OF ps WATERMAIN c EACH OF �,.�,�, { VALVES EACH OF GATE VALVES 4 ` EACH OF Q,,��, , { VALVES Air Size Type SUBTOTAL S, _ / EACH OF c.oeev FIRE HYDRANT ASSEMBLIFS S (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). TOTAL COST FOR WATER SYSTEM E SANITARY SEWER SYSTEM: Length Size Type L.F. OF SEWER MAIN _ L.F. OF SEWER MAIN L.F. OF V—" SEWER MAIN EACH OF NAM- EVER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM $ S100 DRAINAGE SYSTEM: Length Size Type L.F. OF _ STORM LINE L.F. OF i STORM LINE L.F. OF STORM LINE L.F. OF - STORM LINE TOTAL COST FOR STORM DRA0AGE SYSTEM $ STREET IMPROVEMENTS: (Including Curb. Gutter, Sidewalk) TOTAL COST FOR STREET IMPROVEMENTS $ (SIGNATORY MUST BE AUTHORIZED AGENT OR OWNER OF SUBJECT DEVELOPMENT) f 1 Is L ' /esoc6 Coe'R+J _ e.0lr(17MJ f41 ZN., 51C 011� • !2 I See oerb/Mw r - 1 6 T r% Mew r •t Yf Y A. I woo k / r- •� AD,w C to _� � , 7r'YS fi . / ♦%3 /l•C.e� 9NI Y� h O\\ ' I SN .row`-ape Mon)Ter De/e,e SAefr LS FV :. ?.. N'Duc I:N /rw+Prpe ! / q �', sow Lines ands•enele� , �te/C/)N1N TNe(pi•*V_ �zK,*Tft M•.T)wverak.ek/nMMAS. f •c'reh w�R(sw M..•v«wa fpfRM.M CM/ G•e�c'IerW CMJ•a) G'oucAw /.r>n Ape fmr.rg G' r WINr t.ne ---fN e.wEn'r M)wR/b•IYr.Sw .. :: � �. CMC. TMrq/Ibakrnp , I•dne/rh/raV1 Rpe sr�.e.osr h•M>Repbee ersr ca.RL) �.e'esAr val.CK.Mno'" cb.c'Dee G.' //' Vohr A.&V wM Ilev e•.bA!r ' Fro ARds(See Connecr rd Qr,r l'ebwr 4r,e rr)n"IuR1n-f/f (!•.e•RR.1rc,rCK.fU .�/ sera/Mrs Seer) 1rk11(RLe/VJ STA.15+01.5 &RIVERSIDE DRIVE 2e'.)x'MRIYcer CK•fL) STA. 8+05± WELLS AVE_ SOUT SN Xe cv 'c lI ovcn�►fan ppe i S nc TMru M ,/e/eckrn9 DATUM Cit JR-frt.. !!•Ouc/rH/ron hM cent voun(sN !4.6urlbrrl 1b%'e(a,pU , .kppenm..�� r MSLD C2) reN Cf IA.rs»erCarta NOTES' CMneN As lRY/.nI / Sea kJiend/.A pF prq.ecl x{'•.t'rN ror/eneraw -CAW, amen /nsh// Danc Ueadrwn; ae,yrrycAOn.o.AN.we abc Sin/W ne Reds h Eb/er Srdnobrd P✓WAr b q 0 E0 b P..rsr !V'.l!`Re(tN 1 lwrR//n9 xR•M/R/er LIM psis,/ MYt SAeer) ! /M / /de�bhNCRW«S` SCALE -N FEET a>,r tLee/e,e/e.J NW .Here procnaoA+e,+aA•op•- TA. 10+01 WELLS AVE. NORT1i e.sn+y rp e,e e._eonr A.25+P5 WELL AVE. NORRT! ee STATE FED AID MOJ.NO HIGHVYAY DIVISION DkAMM GLR e-IA WWI 10 WAS BRM-1157(1) -. ..e I Hl.M1,Y\•• • SEC. 8, T. 23 R. R.5 E., W.M. s r, t••re• rU / e•sfro w Vei I«.'MC""Mnr / j r C1yun�K ri�•Nyburl Aae/Y Ct a ,: / ooe1o,+rr (M'CU I►r J/d.0•Iw/ Par stetO•M• I • rrM GoneE'OPnoM A / / .+.,�- 44 rSN qh•'r ITt_nfe7/ ��• D •r/ "Iron M•ele wrreela / rr••r/•eJ or NM fnd►or / M•do•er nKlYory,to e /AnNnld rbed OCI+.Iw► / —_ • SWfOrf OVM ••+Ifr L.&Ler•/.Ar buM �[E•// awe id .. ,r f y,M J� •nd,` y•�'//i M e nw shaj UIn f Ilw•.AMMfl 1a.n1w•r un A fh•W� a« 5n.ef tr PR F I W 7 el to'*.Each A7e0105 AID A-A se.n.l•.:rnu snerr ' r� — e •�fl'►. �.' 9re snot.• /}-1 /, as ti► •'^.r /+ -�eeOrnon- .. srevl re rods 7• ��l.rc Pier/ter RN Tun k�.oaCas•cW Cape c �er rvwwr oM 16%"'w L or r•r roh+e 1�1►•Nlnd Mrrrl. "� •� - par f Oonen••ufrlrrc'+Rp YeM py Nwp•r '. ,Y Y :+_ par ShI.Oelwr or 1!f •. .t ShffT LE /er .� In ` • ELL' K'C fe un•s erar arnrp• .e �• a ., � • 5•�4♦•7_S•H K • � 1 '11T.SD n ievEk;�DE LR. _DEAD—ANO CONCRETE ANCNOR DETAIL Ape Anoct to C. prrnkNr C1f ! i S\ AB•d rh" S/refr ►f _ Sf rV. e/s<krng ,� •�- 1 '_ � a ,rtr• ;�S'a •r Cr+L.rIU NOTES: Cla•W r S••,ypend+wA of pryfer p -'onr //./f 7ro"/Yr f.ql Wf//�•r fen/arp for pvn• cer.rrr✓enw r•pu•r.c•r, S•ry ce Per M•rorCa/'R•) .e r-ucnon rode,ono +irr.n>rr r..nr a^Ldr•ro WI/fr As +*'•'� '/ ! . NI•ler Lrw• sbhr Slondord 0010 ft C/a'f MJ ! G HrvpeDen/oe.bn•v rPrp.np,n�•/•.W'r+•«'S +•. �/• / `/ IN 7R(MFl rMJ cenrrer cob'•• Cu+In,feo f Neck M J L•en N TNf m in•.nd .K . ,• !•VONr LrM I r!e Wr•r1 rr pc w,ti"sW mPro w n/rf V.+h np NP'^�p•eft._Garlre/eoY•th•F ff 31 � HIGHWAY DIVISION AS SUBMITTED �Am�. Washington State lvv TDepartment of Transportation ' Y �� ' DEC�no Iaes .._...._. tf..:._.... _. ._ \AS. Q� /. a WELLS AVENUE SOUTH T --..�. __ �,.j cam•' f J / S�. tt ' CO" t CLOT" ^4. —''rIa otn WRAP", . %. 2'SA'SMCtOttwE WAS TIE WIRE EACH POIu RECCE 0FO 1IINFORC D oJe PRCE DP CVT. "FROM 1~ HoMtl%1[[D 11uMGOMl4M / . t{N1lA►qpM Toµ- How ,, _ � ;. VS of ROOTMLL 1 4 VRACG TOTAL - 0 SPEcuI T SOI MIX i FOR wRR•ATIOM 1.4'" \I !LACK PLASTIC pi I M,, w•L FR RER TREE.SEAT IZ' �( ' ... DEEPER THAN loTT01 OF I PLAMTMC HOLE IS FLUSH i �Rt PEA Td•OI SAUCER fRL WITH A WAUC IS ANTING DETAIL FOR1TREES a -.DARK MULCH N ^STUM 7{ e SPECIAI..'S1OIL MIX LJ to MSLD � Q to WORM tAtlL Tt n �o M ' EQ II IM :y wMElll[AroLICAeI[ • SCALE IN FEET A v SHRUB PLANTING DETAIL NTs TATE FED AID PROJ NO HIGHWAY DIVISION n-nR to wAtH BRM-IiyT 1p ) I R eS ! .tt10R. MA Muwu . ADM, B0021 � � SEC. 8, T 23 N., R.5 E., W M. P y. rj i ar pJ' LEGEND j �P ne r - .► pp QUA MIT DESCRIPTION R MARX5 / Y I/u wfu.hl.✓m/fyban/+eNY t-e'BtB Ac ,c rcrnP/mn lV it w4PM /Cwv a'.8 9�� 2 © Wun.a y.dnPnkiaj F/aw-.n,CMny 7'-e'did � � b ' - - �. \. 4 ® MPIUA FAlnpuny/Fb.ver4y CNp 5-6'afd _ 335 4f1® A.cMafwPwyba�q-wrI `YI Mry" /2'c. , f . •M Coro.rPPr/Pr Qrwn.. a. ` Abe4 S~y Coro.,4�aM1c /6i/ 30'CM IO «• JVbP4wa Cw.nwaia PresumM ?Sol 5e'Cf a. 000 H"dr • 9� IdG y • - y w G,^;r Saa G.o.un - �See sorew.Proviaro!�j 4 Y' N 0044'46'E. - AMUCAKt SFC�, HIGHWAY DIVISION I _� Washington State AS SUBMITTED II %W Department of Transportation ° `--°— per n; ooc Ll C6n6rwer iMI v++IR 1M i!_76 G.7C'N 01•10.6'NA C/'r E,A,Nr•i!'t ark u^!� '� I i!.✓!! R•Al.OD' /!+7! �(r CM/fI.IIY i1MwRNl J.1AI.6Na/+rNV1 � � CA+w E • N �� 1991 T.Af61' fM/a/6P `r +. LJi't MANP/YA+Iy) l/6en.+uf b e/end ♦ a. 6.7 L•Ii.N' 7 V /N•?li P� 3sI V i M M1 hwsdl WFtI! p N.11.07 ► �► r WELLS AVEME SOUTH V N N.00.O'lE•E4 .. • ` � � O MN/y VE RI See JJn!ii SN 3 - � L• 26N p - b •66 l/M1I• NMii RG M,*N.6f6F.wAt OauKr Cf'LE llwd it N71• �� - •p i 112 Isom 7+/2/3 C..�O PC. /3.00'Rd '' bE2_60 �1 Ii.ii'Rf �. E.an 6rleye Ct0'17f.Ern# C) j- J Ofi41�W+IM.•lvr.+w 9.. '�� 'n • Y6++>6.70 S_Rlwcs.ae Di��' 9NCOd RI ANfe: 7egeV Jrr+d Sosi.lbo /Mrron _ / +o eewa. +u marweed teas sows tRJH/ C+rcePr NndacoP+a.eacJ S+r Sne+f iO R f+ce•n+nr 9r+rron,na+.+d CURS RETURN ELEVAT N OJe raneaJ: a^e C.em Alar E PC. 9.73.97 3f 43 VE !6.lO y mE3.aa.E/ lb.os - R• 13.00' L• 2306 p 'rf• , 23.e3 / as, M+Mk f.�St Coro f6a1MP � J hN N.RIVERSIDE URIVE 9+92.58 wr 10 STA. 25t85 lara9.�A� END CONSTRUCTION MSLD ®,w.13 �42 28W 366.OD 1396L2AAA ,;U B U N L VATIONSU F P. RA e R T i. PC.25.29e2 3173 Pc.01+13 CURVE DA A ✓+ $5'80 IN Eo O o m' .o' 33.a5 VE y. 3553 !N SOLE RI FEET 7.66 21 T n w o 7) IL2 RT ro.1/.76 37.77 IT.3+9O2 IP. STATION Ct3- 13sR 1 �__, G• 9/•53.03• C•!�•10 EA5T CURB CURVE DATA I R• /6,00' R./A.00' T• 13.31' T.MIND' L• 2/.06' L•i/.ss' f •^ TATEFED 110MOJ.NO HIGHWAY DIVI$I M ORAWN a-a a-e9 10 WAS" aRM-❑57111 c c .oa xYYatN CNECREO R5J -B5 PROD.ENOR. BOOST C 4 Iy DIST,ADM. coNmn w ANRe.Ee Q� T DATE REVISION PYAPP'D ' ' A.1Yl6LO /a{ Ra al�.V• ./. �. i�..Y . �... �.. . ..•.,. R•10.00 :t.73 � � • S.RIVERS ME DRIVE \ S A.13+50 . �ae/nen y. r BEGIN CONSTRUCTION - � .► Fes,,, l:omo A Q> aeyn S.ele we,k / �•� ✓<A Euff Av't '� ?yCURB R T RN VATI N R 9.67 6 36.77 W 36 a0 M9IaO ERN*C✓r40Nd aa•Nrr 3377 CURB RETURN ELEVA11UN &. L•aa.00' r N.RIVERSIDE DRIVE STA. 22+41 ups RRG a.6o !es{ / Qr9`,� BEGIN CONSTRUCTION r R• a.00• 9.ea.{o M�Ay Aw,a. .- Q"r a.ae / T• /e.a!' {.92.sa Cedar R.wr O�.Ir ► � A�SYn L.,w.wy ryo<0 � L• tasd' � • End e•.dy.. aye ,ti► CURB RETURN ELE CURP E EVATION RC zo`69.aa .595 K. A039.53 la.oe 6K 22 Pe w 36,05 w !s la III Bid 36.07 N la.eY /0111.73 KO6 aT /Hae.67 JJ4.92 0•86•0a'S7' J. 41•89'As, 'j ft 10,00 R. s0.00• •dr 7- 9.67• T. to.It, ., � L• /A 37' L- 36.04' ti CURB RETURN ELEVATIONS 9.4/08. PT.__ v• SYI//a R.w// / b VE lSO3 - Sro S/re�f>D sr IRN - ,t^� .w.cA E..a.�1ro RT a.°9 sa 56.96 leas 'M. Orrw.wy p. 4,5•26aS' F< `e .. aaa' / is.oa I .1_ ../ •/ y- e� j� I1439 SS RC. .End Curd.du)Ie.ISsM dd,"fYra/Ry 12-00 'f"St Cu.O+a~ 25.09 Fie.9{{7 Alatch C., 2SIDE DRIVE VON?ae well:Aw All • TR `+85 a1.93.as KRrverLde o. M9.Ch Ea�ahny 1 - n J S,derH/ke_._ NOC•w'�e•E n _ _ NSTRUCTION u.95 n wry A.e. S stoo.00 N.it,aL f{fugb-k U N LU N L VAK)NSI CURB R URN EL ATIONS �a Fa.1 1fe3 3173 RG 310 21 40 9 A 34.7? C'. IafA{O ]/RIssas YR 34,66 RT. p.V76 35.77 I 5.5029 MaYeA Fai 3690_ /Nsi.l! M.6/K Avr Ab.. •SI1Sa 56 aeaebM A•. .1• 91•S3•03, 6-93•20'/7' 3/r00.00 easenn<:•1' R• Al.00' R./5001 1t•e' 5.90.t9P7NISr SL E '4 3,.aat Arse.+ne T. /d.SY• 7.1490' ram• _ .. �• 11+.06' L•34 a!' End Cure,Guebra Dale"IN MahV1 Erunnq Alvamenf 6so.cn E+.aY.ns Elev.36.0t HIGHWAY DIVISION AS SUBMITTED 91116 Washington State •_ — �/ Department of Transportation DEL:cl�es I ENT ER ENGINEERS.INC. 3 'RiEVlll V. EVflI M. i Rrmewny AAeneM I Gnc•rrr Hrwmr M� � I rmev.n' crrnrnr / / ' Cene•eh D"..Sy / ny Curb C CencrNe STA e+26 T wI FS AvES �. j ' YYC15�60�Pi�115lOf�lE� n':+ .' yW - .y emu•` �,,�/, _ .'.•i .WOIA~yrj1 L —p .. . SrAWBe/e/re/n o � emearrAJ�e� K /^, Q C Iti F 5 PARK • - Cw�mrererNrwrnhy L Afbrhon art"CLMr R.wT Tre.i rs N M a NO .G. Temowd A prH ol'remew!e!sTryefprf! end ebsr•frer,errJ.LYvpr9 brrcA nfoy As sawg.d D AT @d 2. Rrmovrnq Aspna/T GoncrrN llrrrm ,n rs perd lbr"sePerrh/y enry wnrn rM prwmeM j rsH fwif INpC=,,YIVi.SC Sp.q:./ revrl.onr MSLD >4 Il+ 0 to .0' SCALE IN FEET " ISTATEITED.AID MOJ.NO. `+ HIGHWAY DIVISION DRAWN GLR lSS 10 WASH BNN-1157111 CHECKED qe.' c as »sNI ►KOJ.END,, R•nrw/y A•pMN /�' SEC. 8, T 23N., R,5 E., W.M. I C. jrenern. C,p _LS•lE. +5 i - .mowng C.men♦ / Cener.Ie S•d.w•lf Ren.nwn90.nvnr rey 41, Of.K Cen G.7/. CurO •l / i � moving er.ct ,.l' � . .r � �Remowng A•pMM i � S•Ir•p• e.ncn b neef• /�� C•neM. FLwm.nf \\ �Aymewng A•Pb/I , / \� �\\ // R•mmwng tem.ne / CeneNh S.d.wd/t R•mP .v CenGNN MYl/•, � dnd beao.P.owr.onU ' I R.Irrov.ng r.m.nf Cener.N S.r w•/f CenGHN = ." mdwry ruln.nl y' 1� '. / CdneHN OrnrMy / l GonCNIe SNCWA/f � CMGH"QMCI �� i o R.mov.ng ,a✓ COncNM CV.."D�- _ _... R.meVVsg Cem.nf \ 'may �!�-�1 •�-' R...ovng A•pM/I ' AS SUBMITTED .-arz+iE. DEChigaS HIGHWAY DIVISION T► Washington State �� Department of Transportation Se v1•'„' nev.o,ed {( _,_,:OF '• , I ,o ! rw Ir .-i'�i,•wf i anaa IRty: r.JJ.oe. lb [ I So I NC OTING LAYpUT B.", W[ e.lra .. /.ea•JJ'n•r -� rnd.cOr!! O'feC.'On end w..0unr A//di M..O'.a On mmOfYred pero//!/rO t?^dY! e.ow'aenre/p'/o eoe•r 'n/C oM[wets accept as avow. a 'nCMa Ylrh co/ &d J:OYy�y Jpended D.fpon �.'dYr Gvawe+ /M ! / r p..arnnGN�ir ed. a?7 Condu'r�'� '-Jan 3'ng JYrnar � �� ^^NDUIT EXPANSION FITTING-TYPE 2 sJ'ao on'aed R.D'd stew C-iAda'r L nny wro wMfpJ•rcl.rn1Y C'rc✓'r Cp cn ' O c�cn ConOUJ e,mng- PJ ryee A.or e,uo�Far mer•rnenr of e,'noa Onefq•?-Cl'-T/'•'OrOYnd fanWcbrC/SW 0 /Standard � Z•1 O :Jo•aeon fr..c) •S./// r cbndu'r rnreYgn r wS cwd-YYw.n N..Y LOYtr,then .r1'9.e {/Spro/ RMnfucen.enr boa=t!o^' 6�=ed Y 5/!l•Ree / G`Mw AIM ,� 'I (see even CanMt!wM !S!e CenW I a"nron.awo —G••Ancnm bn CNIAAK f5tt r/dpe. CeKflh ro y'� os ll 51•!/boYno j '`_ Grorna Ce+a PILE ANCHOR DETAIL IGHTING SYS'. EM DIAGRAM o»t, All w mg snap M marOxea•n ga'ron,ted ng.o tre•�ca/.dw r,cenc Me Conc•eM er•dpe amYc r✓! All ene..r OOOM 'he OOr,M' IOydr Or arM' and O!Se CYr'!d M YQr=.COI/enOr AN CO ',,"/OCOnOna anal/be 5,4/ec, ra rM fng,o~3 NVbb' »•• JnnD Jmtea.No. HIGHWAY DIVISION 10 WAS BAN-1157111 xuwae CNJCKJD VA— ...os 80027 Ma.lNDt,� Caxmc.xo ,•rn••„ ro•fryP) f PKY �P.rf .q. v- r.f• M'ae Gfsn!!I (/ I /� � s"..:rti" I it - )erf tr/•s _I I! i � '1— srnrcmrof �•'til + 1 r Cr or 'i �IIIr 8u11N ,rr arrnnesP,mne we 6.09 �M'+k'•1►• Peen •:-•1 •-�• ? •I wvr and Cur elynln ceorea ulbr rry 127C r,enyy Sv�porr,sngN 11 Crrp>�—�r� [ I'•�• I` ls�rn orsa �'" ELEVATION +rot! +) ssPb.,-1T arVY P rr.rN Y - a� • r 'I1-----_� .+ • • T s R ••!!• / •t• 1-1� SNfhnyrf'Ir CID '� 1 I 1 / snisl,�•., I 1'���"r�('1y�'''''� MHO,) •)�t1"Da.,3)• J slew• ,vw rr HANGER DETAIL 2,01 so rar wlp N•MW } pM Nf•ndf! r 0I Nil' +b i 1 L)k:lb:A• s .,. .' Srrv<rurl, rve,n '/ hr'al C?O) M Crodlf for ry!) 1-0 --Prusn nowred Pu,/ Ies J- -- • • --'1 /I% rM Cpvlr Orrd GDtKIr fryp) � CRADLE DETAIL SUPPORT ANGL7 DETAIL ,r cn>a g rcrure peclrred,n cwf�w) a cenC�ere trsp e,ecor,er.$) WATER PIPE HANGER DETAILS [Ocor!rs 0 nonglrs of np!/Pmn and er v-o'nra. S,vac..q ,!//brrr ore yorod�aw M G Br.dge Mw `fir/-sellrahvcNn I Odrev»d w,gra srN,condw r+.rn ) y COTbMrrOn Ol flit lrOn/EMTt:on f.n.ny I CCCf .0f.lr) !I Cdh o •fM fw/l rn0/dend/ny Jumplr /'[ I'- ' 1� fsle Cnowr L•PanerM l'enrnq ellp•r rrpr LMlt) T1ARMMIO),I j% //f��la+! ! �' • � ) ' (f�-aprVNrreld Reydl7!(•/CGNVrr wrM I lI I �il / [U•,A CN Orawr CDndr,efrr and /� 1 — ,)•,E•CU MrNw O,vundConauclo- i Cpnnler rb Ea mrg Juncnw Il"and rimer ----- _ Ir ff![•'/dye Coys,rs/rr N� conne Cr pyw,d CenduCA ar,NnonDn Bba Ero.romerrC Wrrts b{r'l.,orgr/ody cbgP -trod •eerm Pad I �. !(ere,) srrr/aro.nd bdwa•e c" '..•./:S:r•�. ? G ro.rne CuducM. [41. . ) I >a')ecers -rn'nrer fsee a om fm and End AB Ft L Mo.rny r AS SUBMITTED IGHTING SYSTEM DIAGRAM dqe`e.e s rtq ELEVATION LAN msrm,ld m gar.orneed nq,a arem cPndurr apnfed/ed.+Mm SEARING DETAILS ra- pe s�ucrve Al,cendwr rws rn Span f ano„p!awned byer apar", ona ee aecune b + Ilror mbar nls P'!r rc+ry clb* o-Ied) na rnea ee $.Necr re me engneba npproro, DEC,291965 HIGHWAY DIVISION _ Aw� Washington State 2 -'lp Department of Transportation 25 Q ENZRANCO ENGINEERS.INC. 35 SEC. 8, T.23 N . R.5 E., W.M. •(tack t.tack OI INr 1 i1.at) •7 d � ly/-.tit_-----•---- � J � LLA I I ij # 1 I >ti 4 > Wk owl L'ohr'ny 1 T ' to f _S;T3,"wr•K - 6de...s Alpd ' l.ele '"►- �'��------_-'�"-- ayes ol.alnr ww a tobl'�% ~- ---~-- or I I nrq.-ik 1 a J pntl S� aOl fo RemOrfa(L.nyM./rt') Q rdgqee pF MYYaO/ _ _my!��'''• » ./Or.r Ilex trt0 .f u I lost a � E..,nny wdar 'v. SimIr.,,a I ,Il sr,(!p. to F..ao. I 1 { PLAN I �� ' IbMA Cuvruci Intl/.Apyootn.von p.r sro..a.A-I '� It YCyY..nKN•/•ld.n.•NI.Ob.o We ro'1.../M .n x.o p/rS'.ra.dOrp renyrn SH pel.r10 SI.ler l!lOr rl.n/p/c.ny SMOI Ontl DIp6.0./r dl4 b. � • $ J r.ax 3Pz It It et i �st' •e° ; 3JIb bI.NG. Af VC1 --------------------------------- ---------- - •--- or![QC_ Srr.o..M. El"~,OF leap ---- T 1761 Q I:O 6pb Ol.Not(AM l:6'00tn,.Isar rArpro. b !S'll f A!p'Rr/)Mold. .t'lr/ Ib.S'R1, L Y E,asnng 6obMs On Morn SYdr March OF Mb lrSle$to Mon 6-I6) p '' `, I�/io—ia r y ELEVATION MALM • nc u/rta,wp HIGHWAY DIVISION •11 9T� t-Ey 1/ M BRM•��57(I) I I _ 4P�Obd e�el,�t Ti•pM.r10n -d sd 0 fY1rt ^ e wl° N= ono dfbYr Re eefko%c waterp'" CZLare.. IT O• I (O+WELLS AVE.N. !=o• re "° lyyee k w f>so� _ 1 irnt�..k v.eles. TYPICAL CROSS SECTION 9 nnle r r.ers�tr N•etel Sno...or Spon l Ono.Yormol ro i e 090 Atipe' °- ( } i I r0'Conc.er;dge ApPoecn 4a ,N)• TSlab(SN none A) O Conbk r.en DefnecT-dn/ U , l.p�bn Adrng ♦ P� �� ♦ _ e'er •2 1 ♦ _ I I I3-4ctcb 4o MC C On`rin i�eeppff S.deed'yfutwe UrNliMr (Adlbnr) -Pz (ingnr Loe o(e'dge only) BI t Ar a ear (see. 111.1 SUPERELEVATION TRANSITION i R pol✓Rrpitl SM!/{MC..Y N l- Y-crr nr✓Grew r m..dr.erarr f (cb..reer b vrar)rne.lbn eoc iI and rl b J CURVE DATA � fi SiATav COORdnrTfS wit Rl re I� I n IOONIOe ■{I YlUt AK. e•li ri l 9 O I 1 42'PY59 ]i000 le°bl' le4fe' L�1850 GENERAL NQTES : A•:"I'll onn . "t' -no//be.n occordonce —'ft rho •egwr nnenre OF ne eWrr'ngrbrr ::rare Deporrn nNN Irarvporranyr, "Sroncr r Spec.f/coner.r/ar Rooa endee,vnd M✓mdpp/Cot•r'i::. an', doted leel. I '3 r� .+itrY�r✓r1' '.�.:'eer.de+.gnld/n bc[OrOOnce 3.M Me regrn/l.S+On ri bad fOCrOr c•J•gn,^MSA:-e dOrd Nrgn Sped f.Cal/M+ for v,'errdpe+ .O-do Me leel. •Z soad.ng is rtf PO. fboting ene✓or;ons� pne k.cor.OM, and Omer 3✓b+rrvcn/e d*M," the rYyecr b cnonge depend.ng upon fo✓ndc,"on nnOneno/enm✓nrer+d ""oft It ono p.IRor y� Me fddnngr Ond CO/u/nN +n OA nJ Ce C✓r..nnl hnPl OO ng it t who /pcODO.nr n0✓e been dfner...ned .n rho frets onJ i.br trKrur!Wbr4 mpd�hed • az o OF,reou.red �,py V low �Ia Rle+ moll be do✓en to b deprn aufhc.enr to d'• "' o lr+n'nv n• lovb beo'•n0 NIe -o ^ i o'• copOc"y of 60 rory'. �P ° �' •SWy }}P Concrete +eO/r ore dM.snoo fbr•o.one- +✓r foce ele✓onon Of P!feer After weds r1p` IP� a ore PbcM, tofferdo~shoe not M ~,ftred .+Ten r0M1M IS Ober. eft✓anon L.,y e{,GO rle 27 leer. 11 Conc"le.n teol rhoY be Cloat O m.. Con' 'n .n beanngr final/be *. I. r Lr All colW . .•.rub rand.Ono rrOfnC OO.'r.C+ ihoI/OQ Crbri AX m.+ /ne fr per'ttr✓c/u/e tn01 Oe CIOr+Al apKiW rti.(e000pr.) Front Mf•Ole O/ (/n/e++ OrnfrMp inane On me do..+, conerene aWr mewuretl Rf me,face ofony re.nfO ,,e r*m, +rwo 0e IIj...cnK. of r 'Ona tnow. Ore meosuTd nor.ronroey Or✓errieonY unreta iI ornF.rte nored. 7>t!4ndge ovalppn .ne4o'ev hvw .r+:o For o/uhre lk.*O tpAOrr concrete-ere oncrete D.erroy, ' I e O'Foe rontrlerereo 4,derolka, and On'1n Ore rn roed.wr r.ofn fran 1 . e01.0'to 36'•0'. ` 1 AS SUBMITTED 11e0 „ REIN FORf..(D CONCRETE tb wn ` —fr `4 ;1( .rw�p, �OX GIRDER DECE6M5 Y rKn HIGHWAY DIVISION Am Washington State For, ?% Department of Tmnsportatlon _ za e ENTRANCO ENGINEERS, INC. WASNGTON PARK BUILDING l�, LETTER OFSGBK LA WASHINGTON BOULEVARD N E KIRKLAND.WA1 9MW n TRANSMITTAL C MEMORANDUM D 516 SEATTLE-FIRST NATIONAL BANK BUILDING 120EI 25ba202 IM HEWITT AVENUE,EVERETT,WA WWI To: i�cx Date: _ .. Project No: 8yo 2 7-C,, —... ----__— - — -- _ Title: �4JEacS -4, F_ Attention: XOkATTACHED c ORIGINALS UNDER SEPARATE COV511 c PRINT$ D OTHER _ FOR YOUP V INFORMATIONNSE D AS REQUESTED D OTHER_ OUR r, REVIEWED D NOT APPROVED —_ ACTION. U APPROVED D SEE REMARKS D OTHER REQUESTED D APPr 2AL D MAKE CORRECTIONS NOTED ACTION D REWCY &COMMENT 0 REVISE A RESUBMIT o OTHER NO.OF DRAWING COPIES _NUMBER DESCRIPTION 'Y- - Remarks: r-)nA) Aga, a Gvaa FA.� r1 ntrr 01: /�[.. .9,J. — r T13c N t'r 7' T/�..� S""`F!'AJ / L 5,2,r- ) S�kE1 rF A/,d64 r14ctr6j ro Afi-y -JAA, c 4.j �,u RtFr,Yjw T m C iTY, By; .4 c /Ate. 411 cc: DISTRIBUTION. WAMtn AGEr6. P.n.w D&YF0Q A022(1.Bs A. OF RE v` !f PUBLIC WORKS DEPARTMENT i RICHARD C HOUGHTON • DIRECTOR n MUNICIPAL BUILDING 200 MILL AVx. SO. RENTON,WASH.98055 o9$9,TED sEVtEJeia' 206 235-2569 BARBARA Y. SHINPOCH MAYOR August 5, 1986 STATE OF WASHINGTON Department of Transportation 1315 N.W. Mall Issaquah, Washington 98027 Attention: A. W. Carter Subject: Wells Ave. Bridge Contract File No. 3115 Dear Mr. Carter: Attached herewith are the submittals for the Waterman installation on Wells Avenue Bridge as sent to us. The first submittal is for 6" and 8" Class 52 Ductile Iron Pipe. The joint called out is Tyton Joint. It should be noted that this joint is only used on U.S. Pipe and Pal-ific States manufactured pipe. It is my understanding that they have already used Griffin Pipe. Your cut sheet for flange fittings and mechanical joint fittings, is approved. The submittal for M 8 H Gate Valves, and Dresser 450 Butterfly Valves, is approved. The fire hydratlt specification is not approved. The hydrant shall be a Corey style fire hydrant. The Rich Valve Boxes are approved. The steel pipe submittal by RJR Wholesale is presently not approved because there is no statement tiese fittings are galvanized. Also there was a submittal titled "Procedure for Assembling Mechanical Lock Joint Pipe." This is not approved because we are not sure what exactly is being approved. Is this for 18" and 24" pipe, and if so, what kind of pipe and who is the manufacturer? Another item which needs to be submitted on is for Water Valve Vault, to include ring and cover, which is a pre-cast vault. A. W. Carter August 5, 1986 Page Two In closing, if you could resubmit for the fire hydrant, galvanized pipe, and for the 18" and 24" Class 53 Ductile Iron Restrained Joint Pipe (which shall be U.S. Pipe R-FLEX), it would be appreciated. Very truly yours, Richard C. Houghton Public Works Director RLO:mf PACII,IC S'FXI'ES pscIPCO CLIFFORD A. FIT=SIMMONS CiV9'r IR0,N I'lur. COMPANY ", a u;w.q us' mO. ".I ccune. Sales Manager n BOX 1219. PROVO. UTAH 84601 'ELEPHoHE(AREA CODE 801)373 6910 �.Al PROCEDURE FOR ASSEMBLING J ( MECHANICAL LOCK JOINT PIPE Pacific States Cast Iron Pipe Company' s Mechanical restrained ioint Ductile Iron pipe is designed utilizing a standard *lechanical joint bell with a TYTON JOINT core. A Ductile Iron Mechanical Joint follower gland 'is Positioned �)n the spigot end of the pipe. A Ductile Iron restraining ring is the1; welded to the spigot end of the pipe in front of , alicad of the follower gland. a.semble the joint the spigot is pushed into the TYTON JOINT brit :socket . The Ductile Iron follower gland is then positioned :against the welded restraining ring. Tee head bolts are in- serted through the Me0,anital Jai,1t bell and the Ductile Iron follower gland. Nuts , run on finger tight , ure used to secure the assembly. \0'1'13: Assembly of the TYTON JOINT portion of the product shall be in accordance with AWWA C600-77 and Ductile Iron Pipe "Guide for Installation Handbook". MANUFACTURERS OF CAST IRON PRESSURE PIPE. FITTINGS, GATE VALVES.FIRE HYDRANTS DIVISION OF M c W A N E CAST IRON PIPE Co.. P R O V O. U T A M WED TO BE 2 L /3 OF NC" DIM. C• LAN O AND PIP 6 TO 6E OilcrlLE I K o N 51Z E DATA SIZE A B C D E EOLT IN. B.C. CLG. DIA NO. I SIZE 4 �e 50 40 " 7z ' 9 4- �x �.. .50` .40" 11g 13�.. 6 i;,x I , cv � 50 .40 14 15 a' 8 < 7' 10 5 2 ,. 2 5 z ,p'. 40. 16-L 17 g , B —,x 14 1 n O .50 18 4, 204 . 10 x 9 1 � ' b0' 50 21 22z,. u; 18 1 .60 .50.. 234" 241 " 12 a X 9., 20 le 60.. 50 25 27 ' DATE 5/ Ib/ 77 PW2 DUCT5 PRUCE-'- LInhiL!, L LOCK O!NT PIPE , Co!Apo`r!TE SCALE DRAWN.J,INI L53N CHECKED APPR. APPR. �• I%'I.. II I WELl7 TL Bc ZI OF"C" P1 1 REVS �; �u.< z PD - a4n5 - 3 • p � r b 'IA IL Ll Y Sig YJrc S; i , nL1`S/L& ,�Gcv Ile ill a '`' �'� 4. " X � 'r��•.Ic:. ._..5O.i�� ii�C Fi P i 1° pp r , { u 1 .. 8 .5o a J ----r- --- J L5 I I o 1_. . .... .. ._.. __. ...._. TAL ---_ DIVISION OF Mc^A :`1H OAST, IRON PIP £ GO,,P ROVO. UTA It If�� YLI CZ e,,, F'c, 7 LJ,dt) L'LASs PC I • 71o � E: ZE57' rAIm -INy 2Itije? 5 . , TO . 66 ouc7-iLE DATE SCA LE.._. _ h.: DRAWM ,� � CHECKED APPR.. APPR. --�— I l"1 ,. i4 f77 Manuracturcrs' rurum Flexihle joint restraint system Ir withstands small earthquakes, settling By Harold Kennedy,Jr.,vice president of research and development.and Dennis Shumard.product engineer, E13AA Iron,Inc.,Eastland,Tex. The mechanical pint,as we know s,was patented by "g•� ♦gyp;' .�.y• -a� 0.20 inches.A given amount of waslde force—such eriU . W.D. Moore of the Amrt Cast loci Pipe Co. in r?f• Y�wsasx�f,�•F'i•1_n a9 quakes Or settling would OroduCa—nxNl coma to 19T. Today. the fnechenMal t.v.e' 'a•.T..', 'er r=�. joint h.•become In- iyAra' ;f}ifi •.ti } - beer On (M ppe Oefine movement begins. Ounn 9 g dipper dbl0 in waler work!piping.An estimated 1 5 SIJ aryl w e movement. there is rW loss of restraining too the million mechaniCY ionts More produced on valves sacs tt2F�1•• "�.ayJ.•• H j y' sveu Is dislrlpule0 around the IOnt Instead o1 ba year, and Some 3 Milian mechanical pins we Mon. ` r'�"'9« •��tYT I'.4 ploys!on Allan a y,r�• •.7-••.;lAL:. s ..s aeadY wnaantraled on ono side 11 the praSaure is 9 V.'. T;%,j�.�' a-. removed,such as in the rase of slight esrCi tremors, Not lore after Its invention,"Mods of reslr m. s.•o,/. : '•�' ' ' ... g r.,or .: !east t,`t"•if+ ITS plot can recover most of The original reserve.In ing the joint to prevent it from seperalong m Ins ground ;� short, the reserve Controlled mbvenlenl reacts and were patented The invention of the ducetedron r� i �;. recovers to inn the stress Caused by snook bade. retainer gland vein set screws provided a means of Thor tact foal npvemenl Occurs sl a given prosf7 restraint that pBfmlttatl pipe 10 be cut m the aBW and i -..: - Sure emits me stress or the joint to a predelermined usatlnlhd resaained system.Tna ducNemon relyner (s TIaAS,f, +` amount and prevents me buildup of unconhosed gland for mechanical joints has become very popular; !t`�yy� ��^tjtTJ,nV--; yne$Sea along the kne As strown m popes. 2.a ps. about 500,000 glands are produced each year. a'Y yr.yr;: line 80 It song,made of three 20 It lengths of pipe. About 10 years ago. a flexible pint restrain) t.7i • ' "-;:; would have ' It of reserve settlkg If the tine wan system for mechanical joints was designed to absorb �p+��•�yW S. t 100 IIkXK.the reserve available woulo Pie 22 mchay I shock created by small earth tremor and withstand /L yltar��Y a a certain Amount of earth sari The Ij join) +'a ti}}r r EFFECT ON PIPE l reSinmi,cWeO the MEChaholdel,was used in steel Aa•4 Y,, "�. At ordinary pressures. the effect of the Megalug to Japan that experienced One small emthqusi a �T k 4,xt' Wadoe restraints on the ppe Is extremely Smell. If th.The tremors were creating severe bads On the r v� 7 s � 4- a'yl•` ySA nerdW ponatrales the peen pattern on the pips Sur mechanical pints.Another application was k,won of s�ye�1� ay 1, �� face. To assess the effect ax higher messwes. the t Japan where much new construction was lWYlO floes, t'xt�a4 ' j, following lasts were performed. on land reclaimed"^m the sea that was subiaet to y 'LT T'r•�•r�r"„r'�`. r A 6 inch ductile von pipe 12 inches in length with considerable Seti!ny its sUCCEs9 lea to Installation of Yeeabp Ipxibte peel restraint system,insbeed.Nora the Cement lining on the interior surface was paced to a the MCUaholder in more man 250 Japanese alias. Nargroi rap warn hex Mee."lop,the"I'ft Moor realmg lathe and turned to remove the peen pattern and I On Oct.q, 1985.an earthquake measuring 5.8 oM one lop o/the peza.able tea wedge.art waar✓a N fee reduce the IMCknese to A Class 50 pipe INTO amaheal I+ on the Richter scale struck TokyoM b EBAA sale of ppe. inOMry Y pipe thickness blase kl AWWA C151J.The resulting ran was Confirmed by the Japanese Wale, Works ,,q messwe Of most U.S. water(Tee. The wedges "06CIfy round ppe had sedi surface and ranged ! Assn trial the Mechanplder installations withstood this are activated by measures ranging from 000 psi in in thickness from 0.21 t0 0.27 inches tBaLouse of i quake without IsIIWa,and that no Mechalptdar instal the small sizes of pipe to 200 poi in The large sizes. the Cement Bing.11.0!I oCknea3 COW0 be MOOSLired lalion in the Tokyo system has ever tailed for any If the p103SAI a increases or some outside force is Only at the DIPS ends I Megalug glands ware placed raSSOM applied or subsidence la encountered, the wedges on each end in Conjunction with rmwol ucY joint caps. The term Machahober was Changed to Megalug begin to more back as :he force increases. This The test Piece was fined with water And messufized in the Undw:Slates,The Megalug is now produced delayed action of ins wedges creates a reserve of to 200 psi.altar which the pressure was lowered to in me United States by EBAA Iron,Inc..Welch has an Controlled expansion in the pipeline,which responds zero and the caps were removed. The effect On the ..— —cluswa license to make and sett it In Ina United to the added external force as needed pipe Surface was analyzed. The lest Piece was re- S,BteS in sizes nngirp born 3 to 24 inches.The Size Other pint restrain SySfo mS Sra designed to move assembled and me cycle was repeated.this time to range will soon be Silenced to se inches. or lake up slack of wry low pressures until the pint 350 psi The test pace was again disesaembled. Ili' e in- is sealed.By contrast,the Megalug holds the mov examined,and reassembled.This time,Iho preeau-S s v}MOW IT WORKS ment In reserve until II is needed.This enables it to was raised to 700 PSI f TrS Megalug i5 an adaptation of the mechanical pint respond to Subsidence In the following manner.Sup. Alter these tests ware uompleteo,it was found 1 gland.Its design incorporates Slug,or pocket,which DOSS a length of restrained Pipe I$sut;ec1 W local that There was no darrago to me Cemahl snug in either q cast as an integral part of the hlgn-ybengm,ductile- settling.If the line Is long enough,or if it it connected the 200 psi let!or the 350 per lest At 700 psi,small iron grand. This lug contains three internal Para: a !0 an adjacent structure,extremely High stresses can hanene C acks barely visible to the eye were f screw with a thrust cogs,.a special wedge designed develop along the line a'the restrained IGnts. If the observed `ese hairline cracks ONy ocoured at 700 to grip The PIPE,and a Mist colt nut which is the same joints are festooned to the extent that they do not PS,—IwiCa the rated preSswe—arM were Was within ai2B as the standardized nut on the mechanical joint. permit further axpBgslM of the line,the entire pmllion The limits agowed by AW WA C101. i The Mist Off nut limits the torque applied to the screw, of Ina pipe that is restrained must move or some Dart The SMaa grooves made by the wedges during thereby regulating the face nOially applied to the pipe of It will fail mesa tests are oeptc.sd in Figure 2.These grooves The glands are furnished with thrust restraint Figure 1 shows a pipeline installed in a straight are unlike those made by set Screws,which cut into 1 wedges In the forward position, held in Place by a alignment,and the Megalug Come have been placed the pipe and actually re.nove chips of metal The I. rubber insert.In operation,the wedges move back as in the.recommended standard position.In this Blue- grooves made by the Megalug wedges resemble 1 the ppe tries to separate When the nuts are twisted fish,each"N Can resist Ordinary operating pressures rolled threads In that they we mid loomed The metal On(the last step of the installation procedixel.enough and Still have a controlled amount of movement in is not Sheared away,but rather cold worked by Ina i1f sa hdding power is available to accommodate the work. reserve.The am0un!of reserve at each pent m at bast wedge messing me ductile von in front of it and raiS. sA•., li-I its or v li a TOTAL PIPEIE,E IENGTN 00 R E e1O.201 INCH • TgTAI"PE Ur UNOTH.eo FT THEORETICAL SOESpENCE OF M E PfPE WITHOI;I �t AVAlfA Alf-ABLE RESERVE MOVEMENT AT EACH JOOT 020INCH DAMAGWG STRESS- IZ INCHES IF THE PIPELINE All Too"1.01 THE iNf(YiETILAL l•I:. RESER rE WOULD BE 22 MKS. Flgwa 1.FbaM at 0.1ageson. Fgure 2. Pipeline alter subselance. `aYaterworld News Ing a buttress of cold-w0i iron approximately 15 the service allowance at the rated Pressure of 350 percent holder than Ine OVen1 metal of the pipe.The psi and slightly more than one hall the depth of the t•:j a:, �WTTN[60' Cold waked areas of the pipe Surfeoe wilt nave a service allowance at 700 psi. higher yield strength than the Surrounding moist the length of 'he cold-formed grooves was OTHER SAFETY REOUIREMENTS D.DtO WgH measured, Since the DOI SWfacal"S aooplh and A good restrained jaml Should meet the following '''.'? ''' machined round, the death Could be sCCW 025 ately gfefy requirements 25 �'"i 0.07 a" calculated. The Center of the groove length is the • The pint must be sate A Safety factor of at least deepest part,since Ma MegNuq wedge is list on Ine Iwo to-one against mature m a prosswe test a bottom rho groove twers toward each end Where imperative. it meets the pipe SWlatte. • The Form must be essay assembled and easily lakes a. ............ ;_"-;' ir-„ GROOVE Al 200 pa.IM depth of Me groo re Dhow the page afaat.Mistakes moat be able ip be cwMCled without vaCH •"'"-'" "'n'•"'• o.06 aft Y.....7.., 00a5-.. inM Ma pmcnase of spacial equipment or the use o Surface was g.gt 5ch.At 350 poi.the debts o11 f 0 23 eaC4 + d t I groove below Me Original surfee.was 0.025 all complicated techniques. And at 700 psi.the depth of the grgp ro lad the The pint must be able to be installed with as little original Wine was 0.048 inch.It should be Rated dismptl to the over&#pfoglw:s of the fob as was,. that the cold lotmod buttress M front of the groove ble.11 s,.ecial rigging is reglaraf For II the adjustment 0 00 •,.;.;;1, I a usable structure and seems to double In*ellecl Wangles Or depth of bwy Is VIlCult. the Fob was N` jL:j'.- "='%•id3,-, O.Oe ralCal of the groove L•„•;T00 t'y;,;i,.:. 9 experreGte to5lty delays .+y�•�j:iiM1i��y;i{.i;J;�1 H The design,of ductile iron pope as specified in The Mini shCtld pa comr abbte wyIn pipe cut in ins o.F5 NC AWWA CISO inker, crates a se,,Ce allowance of held. n` 1 , •' 0.08 kith This IS added to the Calculated design Mk:k a The pint must be read sat to shoCk loads Caused nesS Of the pope over and above I at required fear the by traffic N water hammer These caused by grail 0.OTINOH esKH CLAW So CKaf aegaa PPE service intended.The Iec&gen oefornuf ion caused earthquakes Or Setiht,g can slag'1e survWed man a f s J.CdO lOnrnO by the wedges was less Man one third ins depth of flexible joint restrain:system 1] enjoys sad brararese' C•d•as A.,nr Assn,Suva.Civil 3 • • 1 E / Hcasfe!d's water well drill, ' 1 the affordable,portable drill I with 21/2" casing driver. r-r` ( ) Ihws,rcrl ova hint frill hr.mina u)w.wc m cA,saa.,M NrakW hill ntaxtyh.nu:¢Ive...ph ` SI• � f mdeaay m.erawa.Tae HtaakW Jarll Faro vlrrt t a t ! :; 1 Wcr p.,an'c N'.bean aurkka.cih anunJ Ne - '• �•.� :. � a wDrift o vYW-H ) pill wlaImaxi n ab pm r var.Tau �•r f .arrrpe.fm Sn•rN veer aramill mi,an•Evpinrc u,n•urfaa mMakmor mineral JaPAIa Drill to150 feet,anything ',. from hard rock to loose sand. .r .d.._ •Dar.mars.unto2N's,exlaN LOW-COST LIOU16 ALUM TANK MR I.. '� Alumliol oacaaged one systems convert water heal• mast p in Unvc vrvl pxx.1'4'b 2'A' ' plans from dry 10liquid alum al a 20%savings •9nyrk m"up.ieente.ante maser and laDOr costa Fasterioadmq,Meet.aWo- •Hadxminanypakvpahwb mail,mixing and Clasher plant envnlanmems h.mnv .thehYY Alumalor adgnlagas Alymstria feature a .y Coated •E�w Io Jrvrlr tTrtk maimirill modular!reel comfwnens designed Id,hand tarrying aut'nrNv lrri invVIT,so,. into hgmspacas and two day flail.ingelner,gwboons IN)Ih.ahra .." Ideal flat 1e11.1-t hi;Mr tram,malaflabOna.Align a 1yY anwlrry ,ems are comn,ets..fn"appall"Wo pumps.valves. •Kailahk 4,—Yri dills fin, I ear'OeahOrr enamner,spill q,asv Donned uWngs.am1 4nd fa I11Cr ilLmrated ImAblan '�•• aaYCrWAITEOR CALL FOR gEixlls 1718)]9]-II I] HOSSFELD MFG•CO• — — N-24 G tc�� a 0a,Aws.L p 2au�city.NY l plot epl W. A Goa Ss).mrone MH SSsa7•Call I ����.`/�' C•cV I,s b.ma Av.Sail.Care Cac4 1Is an M MMY awta CaN minulactured with Compuar • ' • �: '�-` T aguschnWogy mope flow fAossurement fobs oaay and 'fnaxperneive.Write Croon fora u!glog that describes an t'.a �i 1* •� exleRafw One of high Quality ■ 1 ter-" ve!ie Dle-area Ild Wnlater] I.n1 fin lamoters3 with maximum Wass�Y N^••. caiailes Iron: I .37 Co/inn tot 5O CFNI of it , pppyyyyyp � 70 C[/inn to 2•u0 SCFM of An We-atap produce specialty mglers to suit Customers requbaments. Take advan d V 9a.vk -tags of our consufimg and �'afl�•YT�W � . esnt i{V!1 _ manulaciurrng capabilities essl -- twi will quote on quantities Loin ono to 50,000 places. J TRbDUClNG TAE''NE Y_ 01 G FIELD INSTALLED 41 JOINT RESTRAINT r r 5 i y+T•.. fr,Q6+a * �R ;I •� • +��� ''�,� Z• 'per i • r I�r �j � �M1 ' � � Y li �G3YI vfr Y � ._ �'t ' ♦ � 4� '. �PNNl r. � r yr 1 ' `fit✓� , h.., Y " f R 1 j 1 � 0 MANUFACTM'fD AND SOLD " P. O. Box.857 " EXPLUSIVELV IN TM LISA RV Eastland,Texas 76448 USA "EIlCALL TOLL FREE BAXA IIRON { i INC. (in Texas) 800.792-1154 a , (Other States) 800-433-1716 Telex: 18-1160 EBAA El ND TIGHTENS ITS G I r^ .o m T 0 Introducing the NEW GENERATION of retaining glands for MJ pipe, valves, and fittings, The EBAA Iron Series 1100 MEGALUG;" w1 with its revolutionary wedge action, tightens its grip on ductile iron pipe as the pressure increases. The wedge action was developed by Suiken Corp. of Japan and is now in use extensively in water projects in Asia and the Middle East. EBAA Iron, Inc., is proud to be the exclusive manufacturer of the MEGALUG" in the United States. All MEGALUG"pry Jucts will be produced by EBAA Iron, Inc., in Eastland, Texas. With the Series 1100 MEGALUG;"Purl out force is converted into holding force. m With the Series 1100 MEGALUG" and the standard mechanical joint bell, previously unobtainable pressures can be achieved without resorting to expensive restraint systems requiring welding and/or grooving at the factory. The Series 1100 MEGALUG"' can be completely field installed. No special tools are required. The Series 1100 MEGALUG'"has been s •ccessfully tested on Class 50 ductile iron pipe with no harm to the pipe wall or cement lining. The wedge design spreads the downward force over a relatively large area, thus relieving stress in the pipe wall. With the MEGALUG'"design, th, body and pipe jo nts flex together so there is no loss of hoidiug pow,)r due to flexing of pipe joints resulting from heavy traffic, ground settlement, etc. rK �� , � \F"�T� �.. *� �.� •tag `i NOM4:AL SERIES APPROX, NUMBER WORKING NUMBER PIPE NUMBER SNIPPING OF " PREBBURE OF SIZE WT. ILBS.1 MEGALUGS 21 TBOLTS 4 1104 6 2 3a0 4 6 1136 '0 3 350 6 8 1108 13 4 350 6 10 1110 27 3 6 350 a it 12 1112 3175 B 350 a 14' 1114 350 IQ 16- 1116 350 12 Z Is- ilia 350 12 20- 1120 350 14 24- 1124 350 16 30- 1130 250 20 36- 1136 250 24 42- 1142 250 2B 48- 1148 250 32 'Availeblesoon Colt EBAA for s"ilability. '} The MEGALUG'" assernHy is cast completely of closely controlled ductile iron. The wedge is heat treated to provide maximum holding strength. r SAMPLE SPECIFICATION Mechanical joint restrain'. shall be incorporated in the design of the follower gland and shall include a restraining mechan- ism which, when actuat:d, imparts multiple wedging action +• a a;nst the pipe, increasing its res >tance as the pressure increases. Glands shall be manufactured of ductile iron conforming to ASTM A 536-80 Grade 60.42.10. Restraining devices shall be of duct le iron heat treated to a minimum hardness of 370 bhn. Dimansioas of the gland shall be such that it can be used with the standardized mechanical joint bell and tee-head bolts conforming to ANSI/AWWA A21.11 �- and ANSI/AWWA C153/421.53 of latest revision. Twist-off nuts, sired samb as tee-head bolts, shall be used to insure proper actuating of restraining devices. The mechanical joint restraint device shall have a working pressure of at least 25') psi with a minimum safety factor of 2:1 and shall be EBAA Iron, Inc., MEGALUG"or equal, z; Av Twist-off nuts are standard on every Series 1100 rIle MEGALUG assembly to assure proper installation 6"ry time. No special tools are required. The same ' socket used to tighten the-T-bolts can be used to tighten and shear the twist-off.nut. Visual inspel,:ion of joints can bu implemented to expedite completion of jobs. When tiro nut Is sheared off, a standard hex head remain for arty required maintenance. +' TO, The Series 1100 MEGALUG simply and effectively uses forces generated by internal water pressure to restrain the joint. liSeegraph at left.) O A. The MEGALUG'Ouses forces resulting from initial torquing to hold the joint together. B. The wedge starts moving after the pressure reaches a certain point. As the / wedge moves, the grip on the pipe increases. C. The wedge sto,3s moving and uses the sneer strength of the pipe to restrain thejoint. D. Maximum test pressures are exceeded. i 7I lO P, test" was performed on sample sections with restrained joints in the middle and supported on both ends. Weights were placed on the section and the follow- ing results were found. Movement PIPE U.S. MAXIMUM BENDING MAXIMUM I.Norma/operating pressure 612E EQUIVALENT LOAD(WI MOMENT DEFLECTION (Y) 2.Point where movement begins 200mm (811) 2.40 ton 7.11t.tons So10' 3. eared pressure. 250mm 00111 3.53 10A 3030' 4.Msximu„,pressure 300mm (12") 3.31 9.8 2030' 400mm (IV 1 6.61 1S.6 3020, 600mm (24") ?n.88 88.8 20 900mm (36") 6,.24 187.8 1030' 'Test performad by Suiken Corp. 6.9 ft. 1.3 ft. 6.9 ft.-� W 1 t I a 1. Assemble the gland on the pip in the • - ual mn aner as par SPceitations ANSI/ L f7. r us s AWWA C111/A21.11410. Make any joint •+ 'i q fit t 'a dellectiontre ry Mtorstightaning T.hoad ' A. Wis. atj����}•11(w.fry �s 2.Nand enhtan adT-headbolts of ,..Y. n.+' `k�<r'i'y t 9'1;•Y ;� ,sr, 3. Tighten Thwd bolts of Joint In usual manner as pat AWWA revommanda ions. 4. Tighten MEGALUGS"so that sit of the wadyes are -n firm contact with the pipe. �'c"y" #5 .. • h Tighten weh MEGALUG`in an alternate •�^" ' ' nranrrer until the nut twists off. 5.Completed install Lion. t� f • st�ttc < jtHEAT-SHRINKABLE TUDINPO aor 1197 VIc&onto.MS a iTortaa2 h., V. �� _ 1 SERIES SS1 7o�N►.e 6ama Cloro CAA t R Q a50" one H. enOa�TT65t0 Dimensional Information: (In Inches) SST (Sett Sealing Tubing) Nomenclature definition—SST "X"—"Y"—"M"—rTR" "X" —Nominal Length o1 Tubing, expressed in inches. "Y" —Minimum Expanded Inside Diameter of Tubing, expressed in inches and/or tenths of inches. Example SST 6-11-6" long, 1.1" Min Ear I.D. (Nom Rec Wall 0120") "M•• —Medium Wail Thickness Example. SST 6-11M-6" long, 1.1" Min Exp. I.D. (Nom. Rec Wall 01D5") "TR Special Sealanr for "oil-filled' or Pressurized Cable Systems Example SST 6-11 "TR" Part No Stanoard dinimum Maximum Minimum Nominal Now nai Lenotr Expander I D Recovered I.D Expanded Wall Recovered Wail SST'03 24.6 0.300 0 100 0.025 0.060 SST'04 246 0.00 0 150 0 025 0 060 55T_07M 6.9.12 0 750 0.220 0020 0 o60 SSTr07 .6912 0 750 0 2<•"0 0 030 0.095 SST=11M 69.12 1100 0375 0.030 0.105 SST-11 6912 1100 0375 0040 0120 SST=13M 6112 _I 300 0.375 1 0.025 0105 SSThSM 6.9.12 1500 0500 0035 0120 SST75 6.912 15DO 05DO 0050 0140 85T=17 6.912 1.700 0500 0045 0 0140 SST-20 6 9 12 18.24 2000 0 750 0 050 0 155 SST'27 6.9.1218.24 2700 09M 0060 0155 SST•30 69 12 1824 3 000 1.250 0 D50 0.155 SST-40 6.9.12 18.24 4 DOO 1 750 0 D50 0.155 SST'45 6 9.12.18 24 4 500 1 750 0 D50 0 155 Sunoam .1r "coni throughout on all tuong uses m atonarc ariptns For ordenng information, rafar to pr" Sheaf Av i;able wan sasisni on tn4s only or wnrioul wo onl on smciol crake consult factory for ant, than slon"o lengths Tubing Slz• Chart: Tube Size Recommended Cable Range for 600 V Cable 03 111 through 014 AWG 04 014 through e10 AWG 07 16 through M AWG 11 t2 through 11110 AWG 12 12 through 1W AWG 15 1210 AWr th ,ugh 3W Kcmi1 17 IN AWG through 3M KOmll 20 3W Kcmil through 550 Kcmil 27 OX Kcmll"rough 1250 Kcmil `"9 900 Kcmil through 1500 Kcmil 40 1SW Komif through 25M Kcmit 45 1b00 Kcmil throe h 25M Kcmil a J DS�y/MI/ll! l7llSELF SEALIN r/ COwa'jAan PhSERIES SST /.0 act 1192 VKkabvrg.MS NINO Niorr Iw11 aaaaxl7a Sa0i"sigh A" Sonia Cwa.Ca e55051 pKht"M 7274510 Sell-sealing Tubing for atl Electrical and Communi. . cation Cables- Suitable for Aerial or Underground Plant Electrically insulates through 2000 volts The Sigmeform thick wall,self-sealing,heat-shrink- able tubing was developed in response to an ever- increasing demand for a simpler, more positive splice sealing method . . .one that otters greater protection under the most adverse environmental conditions This tubing provides complete water- proofing. insulation, abrasion and corrosion resis- tance for connectors and splices in coaxial cables and secondary power cable,as well as communica- The Slgmeform heat-shrinkable thick wall tubing is tion cable systems easily removed by applying a small amount of heat. Features . . . Factory applied sealant remains flex- slitting with a knife, and peeling away the material. ible for the life of the system. Greases.. tapes, and Heat-shrinkable tubing with standard sealant (SST epoxy methods are eliminated. No special skills are series) is rated for continuous operating tempera- required for installation. ture up to WIC for non-pressurized cable systems Sigmaform tubing is designed with up to a 3 1 ex- For "oil-filled"or pressurized cable systems, a spe- pansion ratio iratio of expanded to fully recovered cial sealant has been developed This is designated diameter) Because of the ex-lustve thick wall con- by a "TA" placed after the SST part number. Ex- struction end greater expansion ratio. Sigmatorm ample—SST 6-11 TP. tubing can be shrunk over a large diameter connec- tor and still effectively water Seel clown to a small For applications requiring higher continuous oper- diameter cable. Also a relatively small number of sling temperature ratings Siggieform has devel- sizes covers a large number of cable sizes oped a cross-linked Butyl tape stialant system.This Seats may be effected over lead steel. aluminum. SFTS (Sigmeform Tape Sealant) type tape sealant should be used in conjunction with our BSTS(Bulk copper, and all standard plastic and ehe Sigma-omeric Sigmaform Tubing Size—no factory-applied seal- formea materials The toughness of the Sigma- aril) The BSTS and SETS systems are rated for 1o11n neat-shrinkable thick wall tubing provides continuous use at 130°C added strain relief Sigmsforrrl tubing has excellent electrical properties and is highly resistant to mois- ture, fungus, and weathering, How to Use 1. Altow+rig a MM mom Ot 2 der end Ovedlo IlShr.MA to0rn9 by ►Dr'iyvip Mal using 0 Whon the I10r019 Ms St"Ona OOOugh 10 aa` on the Cable or room. 51100 of over the rl/lln tWCM rea,gun or olher hoot swrcc tubing authe the ConLguraliOn or the Rath Covered to be Covered starts lC shrink at PWF-275'F As Mat rs and when the Sealant IS awn to fbw. Oil' ao01ned ,OW Mal 800rca back and forth Continue hwlulg ACd-honal hooting will and arppun0 the tu0,ng 10 be shrunk Shrink not theka the IuhOlg Skink lighter from dre Conte toward the ends to enwle even shrrrikege and /road br enlVptnent � S• /// lgnit o_hl�lWALL THICKNESS t'O b. 1191 VICRaOu•V Nc ]Ota( Mope fA'Ia7se7w \\ // • tao` Walar �w G+u Cla•a U a50'_` Gnome NOI,7274510 Shrink Tubing — Series "BSTS" Nominal Wall Thickness Shrinkseal Tubing — Series "SST" Total Expandable Range ..Recommended Diameter Range 4.0" 40 How to Use 1. Determine maximum O.D of item to be covered. 3.5'• 2 locate O Don vertical table move along horizontally to the appropri- ate tubing size. 3 Drop vertically to find the approx- imate wall thickness of the tubing over the maximum diameter. 3.0" 30 .0 :, � 2s' I c 0 $ 2.0•• 20 a Q 17 G ism 13 17 13 11Y 07M D7 s• a� .o• .o2s" .aso•' .ors•• .too• .t2s•• .tso~ .tom•• Tubing Wall Thickness — Inches Mow L .�� • I�I ����� f'�- -�i �f-��ill-• � ojr, ii'- I I�-lrll" 11 . i-Ir-tr 11 Ip=1r•1r'•1 .4 : - IL L r Ld211��11 O rM- -iT-1 -1 ik^ice_ _I� �-7-1T-11 I it _ it 1J1 �_-'•1.1�_� l==;r�- I —} olviSIOw 0 1 r £21 VAULT PecMc InWnooenol Pipe a Enpineennp. Inc. I iaconn. 1Yumngmn l` (7acomal A75-6666 f(Seanlel 623-7772•(Renton)255-1521 n Pape 35.1 o n r�. >o o u o r � e r V t L F ' 'In al IV In ol / a s wr R is a W� tl • S. 4 -�" Product Bulletin Raychem "M1 1we .o.l Calblar Heavy Well Tubing FCSM Sarne-retarded Niavy-wall FCSM is a Mat-shrinkable. Superior Insulation to Complete Environmental 6ams a0 rlatd tubing pmoosted with a �N lthnnoolastlC aOMbrve-sealant The shnnk 2000r temperature intathed vise luting and m riveting ill PMCDMW and Lard within tit recorry �1C°s me0e wlth precoated FCSM oorr mate 01 tit a Sum env matt arc claey mended applicator,CaDM Selo ranges, form to the wand, mutated oonnectm re- maicMd to assure easy installation. FSCM tla l wal Vaysoe a spirce ,vulatron gueements of ANSI C119 1 for dntq.pursep resulting in a very reliable water seal TM Sysllm V*Conforms to ANSI C119.1 and S011tls lMhvSj o-sealant adherms will;•o at Conn.inion to Me elecasW regusr77msr7b M ICEA. Hyp Carle ewinsuls",PVC PR a S-W521for 200DV Electrical Busba► Nypalor. tveoprena.PVC and EPR as well rasp. to cropper, uummum,lead and at"? Flame-retaManc Insulation FCSM tubingis y Uncoated FSCM Is recommenced as snsula_ Mat ngwream�e ardsncy ale g wlrt� FSCM O M1 hides IM 6am rt and re- �nnecbws-'I n trivial I e bSW and cable poiv to pus superior mechanlca'"ectlon,~rlcal In. tackguuemel7a b oaDh r IEEE 3 and swec to 41WV. Available aim M eulatlon to 2000V and a reliable water Seal Tray Fla 14alaK per SEE I, na Loral rgaa� Try Flame 1aion ILEA S7937 and fot up b aiarnch wide reClargular tits These mdlube tray caDh aoceslg of flarrse- Dusbar naAaoon per ANSI g720C. 'eaKlani cables r1%d in process and hNVy "ustrlal plants ss well as mullcor4mclor cable sheathing Unocal FCSM Is available in long hntsnns lot insulating bus0ars end bus to cable con- naCllons Application Rangas tot FCSM e 1 Recommended Gbh SM Rarga tot single Core 60011939V rga SlOft" General Application Ra Diameter TuDir�Sae AWCdkema seats kWh" aim FCSM 612 via-a14 .75.2.5 .10- 20 2.5.5.0 FCSM 9l3 s/1.010 25.6 15- .30 3.5.6.0 —� FCSM 1311 e8-06 0.16 20- .45 1.5. 71,0 FCSM IW6 e6-a2 16-35 25- .65 6.5• 165 FCSM 2W9 s2-am 35.95 .40- .95 70 0.21 FCSM M12 t/0 350 50- 165 .50. 1.30 110.33 ! FCSM 51116 2%) 5M 120.300 ,70-1.T5 to 0-H FCSM W22 ODD-1000 3y-s00 .95-2.30 21.0.59 FCSM 90130 No.1250 400•M 1.30-3 10 33.0-79 FCSM 120140 IWO-2WC 71111). 1260 1.75.110 1/.0- 1M FCSM 177/63 2.24•6.06 57.0. 75e I 1 t f i 1 � i ,eapti,wbo,rang* Raeemmendad cable size range for single core 6001100W Took,44 sae agMsadsn nnM WtaaMr Ha* AWG/KCM1L 8.Twr btalra sap WCSM 9!3 •u-•10 2.5.e _ .16•.30 3.5-10 WCSM 1314 e6-•6 6-76 20-AS 4.S-11.0 WCSM 19'6 _ 46-02 16-35 25-AS 6.3413 WCSM 28/9 42-4/0 3t95 .10-.95 10.0-24.0 WCSM 51/16 250-500 ta^0.240 -76-1.75 17. -44.0 WCSM 68.'22 _ 6DO.1000 300.500 .95.2.30 2.,V-49.0 WCSM 90'3o 9DO.1250 400-630 1.30-3.10 33.9-79.0 WCSM120/40 1500.2500 760•f260 1 0 44.2:-704.0 $*section guide Pon numbera and dimensions PM number Expanded Recovered Nominal Nominal Standard cut lengths 1.0. LD. expanded recovered (minimum) (maximum) wan wall thickneea thickness _ M *coin iR TT M TT M TT le mm WCSM 9/3 .35 9 12 3 027 01 '07 1.8 6.43 150.1200 WCSM 1314 .51 13 .16 4 031 08 .D9 2.4 6.45 150,1200 WCSM 1916 .75 19 .24 6 03 008 .09 24 6.9,12.48 150.225.300,12C) WCSM 2919 1.10 26 .35 0 .039 10 .12 30 6,9.12.48 750.225,3001209 WCSM 51/16 2.00 51 .53 16 .051 7.3 .16 41 9,12,48 225,3D0.7200 WCSM 68122 2.68 68 .87 22 .051 1.3 16 4.1 12.16,48 300.450,1200 -_ WCSM 90/30' 354 90 1,18 30 .051 7.3 .16 4.7 12.18.45 300.450.1200 WCSM 120/40- 472 710 1.57 40 .051 1.3 .17 4.2 12,18,48 300.450.�200 'cant uL nstad _. Uncoated,spooled tubing{expanded and recovered dimensions same as cut lengths shown above)" _ Part numi»r Ouantny/spool Pori nwaber Ouantlty/Spool feet met*R feet motors -_ WCSM 9/3-30M-U too 30 WCSM 3Bn 2.15M•U 50 75 a s WCSM 13,4-30M-U 100 30 WCSM 51/16-12M-U 40 12 WCSM 19/e 3DM-U 100 30 _WCSM 68/22-25M-U 80 25 WCSM 28/9.20M-U 55 20 WCSM 90/30.15M-U 50 15 -•uncon•CwcSM not uL listed nr es.v-m ec WCSM 120140-1510-6 50 75 _ Ordering information Raychem WCSM tubing is oeslgned so Standard sees are also available uncoated Related product information that only a few s.zes are required to hl in spooled Wright Uncoated cut lengths Price list.PS 396(U.5 onlyl virtually all common cable saes To order, are available upon request Consult your Test reports EDR 5049,EDR 5139 simply speedy the type.sae,length and tpr.4l Raychem field sales engineer or Materiels Spec i,r 1507 whether you need coaled or uncoated cot tact the factory. Adhesive Spec RT 1050n8 tubing Data srwel.FCSM Wlame-retarded) Eumple Wvcnem"r.tv,ter•eot",OuaLiy MM.•nnnW ie Vye pp•pp.yF Fo.IumM mbmwgn on"Call WCSM 36/12•22_.-9 .,,l w""'r.Coll py,bCO,ft""n raK Sable Oeme o:ammnnd EMCtrK Wv •- U-Uncoate0 •vducta Gnnp110 F - S-Adhesive-Na4nl coaled ;t1 (Standard Prociucl) ---- Length tmdlwarlersl - --- Slit(Expanded Lp/Recovered I on mdllmews) •' .-._-.--- Product type ---- Raychem Corporation All information presented hole Including 4WsfmfrOns.Is be4evod to be rateable and In 7 « Energy Diviebn accordance with accepted ang,noenrtg practice 7foteever.Raychem makes no car• 300 Constitution Drive Forties as o me completeness of the mformatlo i n Users ltould evaluate the sunabiffy Menlo ParX California 94025 of each yrr for that,own parrlcular APPI,carrpn R111chem7l only obligations are 415i 361 4022 TW X 910 3731728 those set form in the Standard Arms and Conditions Of Sale for this protfucf In no case will Raychem be liable for any Incidental,indirect.or cdnuquentis(damages arising from me sale.resele.Ot misuse of the product f i4tbn Gyps iW akVter biY Irrulstnn MclanpuMr Mls-TtNekness W »•(15 mm) _ IRAPAsr Mr bus width Tu"aw �r MOM~ VA*q fma bw*" mm Uncessed wrss sets tsteoalad 1 25 FCSM 511t6 1 .. 2 25-50 FCSM s6rzz 2 so FCSM W22 2»: W75 FCSM 121Y40 2» s0.75 FCSM 9D30 31e 5 8D/25 FCSM 177I63 a- 5 /00.125 FCSM 120140 6 ISO FCSM ,77r63 _ Dlmenuorts for Pm cOmOd tublN Tubing Diamster wall ThkWraa Minimum Walmum NOntbW MotnitW ►Sri Expanded spcover" Expanded RKOverN Otmderd Cut Lerlgto Number 6 Oh 4nm sleh mm kith__ am Inch am linch IMP"FCSM 6r2 24 6 .07 2 .025 0.6 .070 1.9 4,48 100, 1200 FCSM 9r3 .35 9 .12 3 .030 0.8 .070 /.6 4.48 too. 12W FCSM 1314 .51 73 16 4 .030 0.8 .090 24 6.48 150. 1200 FCSM 1916 .75 19 24 6 .030 0,8 .am 24 6.9,12.48 /50. 225.300, 1200 FCSM 2M IA 28 35 9 .040 1'0 .120 3.0 6.9.12.46 150.225.300, 1200 FCSM 311112 1.5 38 47 72 .050 1.3 Aw 4.1 9.12.48 225.300. 1200 FCSM 51116 2.0 57 63 16 .050 1.3 .160 41 9. 12.49 225 am. 7dw FCSM be= 2.9 N • .87 22 .050 73 .160 41 4e 300. 1200 FCSM 90r30 3.5 90 lie 30 .050 7.3 Aw 4.1 12,48 300, 1200 FCSM 12W4O 4.7 720 1.57 40 .050 1.3 .170 4.2 is,40 450, 1200 FCSM 177163 7.0 777 2,50 63 .056 1.3 Ago 4.2 24.411 000, 12W Dimensions for uncoated,spooled tubing Owntlty/Spool Ouatl6bMOM Pam Number Feet tltelen Pon Number Foot siFrl. FCSM Ga 3OM-U 100 30 FCSM S1I1672M-V 40 12 FCSM 9r3-30M-U 100 30 FCSM 8922-25M-1 s0 25 FCSM tp16-30M-U 1DC 30 FCSM 90130-15WU 50 15 FCSM 2619.20M-U 65 20 --- iC5A1120/4G15M-ll 30 15 FCSM 38112.1 SA1-U 50 75 FCSM 17716310A1-U 30 /0 Dlemslem end well thtekness are same as scoOmd above for COW"luting Ordering Intomntlon To Order ay.lengths al»cny the type s¢e, length one whether,you need COa190 a un Uncoated cut lengths am avasatlle upon Oosled tubing SPOCty Spooled. Uno0aled mr11 w tuang wrm pail number hom bile above Tialaled PrpdKt InbmtrDn FCSM 38112 - 225 - S Tap Ropons EDR 5133,EDR 5134, LL-L=� EDR 5141 U- Uncope0 DM ! 5- Ai.ve-sealanl costec IStanclaro Product) Pnca Let PS 500 Length(mui merers) t Sue(Eapande0 l D.1Recoven0 I n mamessnl Prdduel Type AN nbrmsfon prs4sMM hers.nWbp MipraCau b believed to be 7ebebl rid n a000rb ^ ace 1bwerer. Raychem'me"&Ad warrsMse as la Ire g4v�~p 4NW wM accepad w9nowN19 PrK' _3000 c-onafnutwn Drna CMWeteneu M M Wo mat on Users should evrurero rO srwa so bT the eumatiorl,of each t ` Mew Pam Caldomlrs 94025 then own PW KUiV AAWA00n Me Clara avy obtlpe 415i]6, 4022 7W 7(9+O 373 ,729 Wna lem s ene Condaorrs o/Sew son she Pruaw In M case Iwo RsyChr^be bow 1a a" son the sale. mass.a mam of Ira 9f ncd► ad a nW nand OOnseGusntler OelrraPs ntu'q product -Raychem WCSM Heavy Nall Tubing Rupped.heavy-watI WCSM tubing is Seatam-cwted WCSM res been qualdted fiupertor trotrlatipn designed for use where ire:mum rNta- fo flee fOdowmp speodltattons UL hued WCSM tubing provides sDltce insulation bihty,product performance.Ono simplified tc Standard 486D certified to CSA C22.2 thickness equal to or greater than installation are required to!insulating No 65 ANSI C1191,Sec 3.3.and Western sts'4arC cave msulaHOn manufactured to and aeatinp electrical connections on Underground Guide 2 5 NEMA or ILEA nsulationman wild Maki Cable WCSM tubing is also used for applications such as rein- Complete InstOnatton in rnerups w staling the oval sheaM on mutlrconduclor Installation requires no speCial skills Meal shr.nkabr�lltyreenab es a minimum Cables and protecting lead sheath from When hosted.WCSM tubing Shrinks quickly number of parts to cover a Wine diameter Corrosion to msulale any encapsulate eledncal range ConrOCUOns.While the tubing is shrinking WCSM teat-shrinkable tubing is ideally the interne;coating melts and flows to Elitrdnmenlsl sealing suited for URD.Submersible or direct- environmentally seal the connection butted installation,or wherever mastinum Coated WCSM tubing provides a comp,ele mechanical protection is rmorslure antl din-proof seal The thermo- equCS to ai highLubinabrasion and tendscorro a mbpnce plastic Adhesive-sextant will adhere to eleClftcet insulation system.WCSM lYJlnp WCSM tubing wtin6lends mechanical and all common insulation materials including Can be used for application up to 10DOV, CtreCt-burial abuse for increased product XIPE.PVC,neoprene hypalon and EPR, 909C rating IUL listed to 600v.75°C and reliability In addition,WCSM tubing CSA certified to 600V.90°CI WCSM Is nor- cannot unravel or fray and to most metals including lead. aluminum and steel. molly supplied precwted with thermoplastic adhesive-sealant UL listed Cl- Certified v � e . r t 11 � 7 t • i 1 s , !'VLa6•n toe wi �icv it .. 1.. -•• N? a 546 aan >ENn .. rn.Wn5LM m s6 noac-K BAWM >`s• \ eS►P 9'2' S$ 1610 CNER M4' TEEL RE C QS LLS. a / OR e2'e 56•(A at•e �" C/ e6r � x OC 00 p0 oPTDO— W.'ER$ aCP oiviSil$N Of f vautT Poc,Rc Mwnotiono� P(Pe ! Enginee,+ny. (nc ti'-t1" R 11'-2" L 7 2" yeun Tacoma wmmngmn (Tv :men 475-66H a (SeenN)6257772 a(Flemonl 255.1521 e Ppe 41.0 .r: o� r Griffin*r. rc ucts Co. r . , o D 10fi)' ► E rl rip . r jAmsted Griffin Ductile Iron Pipe IS a product which has unique and desirable capawles This pipe combining the physical strength of milo steel with the longevity of gray iron, also has the ability to bend under sites making it less vulnerable to abnormal conditions Under which other pipe materials may fall. Ductile iron is M.-de by a ritecallurgical process which involves the addition of p, magnesium into motten iron While the basic composition of the von remains unaltered, the flake graphite str,..,cture becomes nodular The tensile strength is f `4 increased to that of mild steel. but above all, the metal is now"DUCTILE" Griffin Ductile Iron Pope is centrifugally cast in water-cooled metal molds Rigid process control is exercised throughout the manufacturing cycle Casting is followed by heat treatment in a continuous annealing oven after which"pipe Gray Iron Metal Sbucture passes through the various finishing operations which include hydrostatic testing. cleaning.cement lintng.coating and inspection The extra strength and toughness of ductile iron offers a great margin of safety against service fadures due to ground movement and beam stresses. and provides vastly inc eased resistance to breakage caused by rough handling during •� e e transportation and installation e � Q a 0 w rCP •• bucoie Iron Metal Structure �1 Long Life—corrosion resistance eay,Tapping and Pield Cu" equal to or better it that of —Sharp, dean. strong threads are gray Iron easily made in Griffin Ductile von Pipe. using standard tapping tools. Greater Flow Capacity— even while the main is under oversized inside diameter and high pressure flow coefficient Griffin Ductile Iron Pipe may be cut in Strength. Ductility and the field with milling type or sew Toughness—capable ct cutters arc}assembled with standard withstandinq high internal pressures fittings. —hPavv external loading--excellent resistance to impact and shock Nigh Tensile Snerqd tlwseng S"wVrh Inpeet Stren9ih Carosbn 4 t ~ Minimum Physkal Cualltlest grade 6042.10 iron tensile strength 60,000 psi yield strength 42.000 psi elongation V- Csriffkt Pipt Products Co. Pipe shall be ductile iron manufactured in accordance with the•equirements of ANSI/AWWA C151/A21.51. Push-on)omts and mechanicaljomts'or such pipe shall be in accordance with ANSI/.AV,/WA CIII/A21 11 Pipe Shalt be G''r In or equal. Pipe thickness Shall be designec rn accordance with ANSI/AWWA C;50 A21 50 and Shall be based on laying Conditions and internal pressure as spec:t:ed in rfY project plans Fittings shall be ductile iron and in accordance with the require-entS of either ANSIIAWWA C153/A21.53 or ANSI/AV./WA CI10/A21.10, Mechar.,aijfdnts"I conform to ANSUAW WA CID/A21.It Fittings Shall be Griffin or equal Pipe and fittings Shall have cement mortar lining and seal coarng. where applicable, in accordance with ANSI/AW1,NA C104/A21 4. Epoxy linings and coatings are avadaote upon special order Details are available from regional sales offices Griffin ductile iron pipe IS furnished in either 18 ft. or 20 ft. nominal lengths We reserve the right to furnish a limited number of shorter lengths as permitted by ANSIIAWWA C151IA11.51 We wW always ship not less than the required footage on the order We also reserve the right to ship a total footage of more than the order quantity SO as to allow the use of full length pipe without Curing. If any length of pipe must be furnished with an exaf=t laying length, such requirement must be specified at time of order. 1 � Most sods encountered in the construction of underground ductile iron pipe lines do not cause Corrosion of any magnitude There are. however, some sods that are corrosive and can cause problems. Fortunate y. remedies do exist. Sod surveys can be conducted by our product engineers to de[ermine whether or not corrosive sods are to be expected in the area of excdva ion. Polyethylene encasement is easily accomplished if required Recommended Polyethylene Polyethylene, encasement is a proven methoc of Flat Tube Width by Pipe Slse p protecting cast iron and ductile iron pipe in areas of severely corrosive soil.Tre protection is provided by solating the pipe from the corrosive environment. A completely air and water-tight Nomin411' enclosure is not necessary Ps"sine Fin roo,wwlh mchn inch« (taNl.1 Sit.) The dielectric capability of polyethylene also provides shielding against stray direct 616 current at most levels encountered in the field a 2e Eight (8) and thick polyethylene tube is furnished in the flat tube widths listed at 12 30 the right. 14 34 1e 37 41 More detailed information on polyethylene encasement is available upon request. 8 20 43 _ Both material and mstailabon procedures are specified in ANSUAW WA{105/A21.5 z4 S4 Griffin Pipe Products Co. ww.o.w..-....ww.-rs.a��v-....+.•.x..rwvw+.�..wr•+,w.r.. .... ..r.a��pw.r.`r+++x+�w.n�+vti-e..-.-.yam„•.......--a...r�.�.., The Super Beil-TiteJOint is simplicity Itself This single rubber sealing type Joint employs a circular rut ber gasket assuring a tight permanent seal This "pusn-on"type Joint is simple to assemble and fast to install Eliminates SEAL BEVEL EDGE the need for bolts. nuts and glands The rubber gasket fits the inside ON- contour of the bell Which seats the gasket The plain end Of pipe is slightly beveled to further ease assembly S'per Bets-Tite pipe Is highly recommended wherever there is a need for an easily assembled tight Joint for ductile iron pressure pipe It is particularly well suited for water or other liquid service, providing an almost bottle tight environment The Super Bell-Tate Joint is Underwriters GASKET Laboratories, Inc.. approved BMeirt A The pan end of super BNI-T,te pipe sfum shed beveled pease its 'sionglit'with _ the gasset when thejotmis assembled Wr'.ennecessary to feid<ut pipe.the cut end may be easily conditioned to readily accept."Pert Joint Slmpy taper the outside cut-end of SOT Joint pipe about .i'back,at an angle approxi- mately 30 degrees with the center fine of pipe This is done easily with a coarse file or port. - abe grinder The operation removes sharp it$, ^ rOugh edges Which couldIrtue the gasket. + .:~yy� and assures proper lssembiy 14L I Trdtoughly clean out the Dell 7 Bush coat gasket retaining 3 lnsrf gasket with solid face 4 Release gasket and press Remove all foreign matter. sand, 9grpow uno inner shoulder with toward Installer use one hand to remaining loop firmly up into mud,ice.of excess tar super Bell-Ttte Lubricant nold a hoop in the gasket.the lubricated groove Other to tuCk The remaining portion into its groove _ 5 Pun gasket forwards against me 6 Clean tie Wan end of the pipe 7 Piace pax,end in the compan. a Check the assembly—the Joi be"161 be sure the gasket R and grind or fie sharp edges Kin bell and provide reasonably is completely assembled when the c.Ynpletely seated—and apply a which might damage the gasket straight alignment Push pipe saipe is rip longer visible Deflec generous coating of IubrKdnl to Lubricant may be dpped to the straight home with the did of a tion should be taken after Joni is the eapoxd gasket surface bh,eledd nose • bar Or more powerV means rise^',led 74�I11`ftn Pipe Products Co. Mechanical Joint is a time-sawng Uncomplicated and effective. this easi)y instaiedJoint That insures permanent joint comprises a gland. long•term,trouble-tree perlormance gasket and Doits It requires little mechanical sk4';o instal) and is unusually easy to assemble No special tools are require%}for &OLTs GAsaET installaUOn •^?n 2 standard Z. ratchet sa._...• i __,Cperrly installed tr _ �-rain a perfect seas mder.nre, rhout further maintenance Mechanical Joint s recommended for any gas. water or other fluid service using ductile iron pipe. particulady where many connections are required Parts are interchangeable The plain end cf Mechanical Joint GLAND — $10 pipe has the same outside diameter as Super.Ben-Tite° pipe. or other push-on pipe As a result. it can be fitted into such Joints in tie field merely by bevel.ng the plain end 1 I Clea^: eeu aho pram•end tnc... . .-.,ei w¢n Sari BN:*rte' 3 Shp gasket into p- i —2uu a even seat- The;-nr av^a must be tree a art ��,o_,�:a^[t,Sswre a tigntjont mg,n the bell Y -s i 4 When gland ism pos,fwn, insert Dolts dna 5 Tighten Dots to the no•mai range of Dort 6 A proper,*"is accompbshe4 by parlWly pan�aity tighten wrtn ringers torque(T5 90 ft pounds)wh*maintaining tightening the bottom bat ins[.toen tine rop apcwowmately the same cl stance between the bat,next the cots at either side.and finally gland and ter face of the socket the rlmainng twits Repeat this profess unM ait Tots are within the appropriate range of torque Griffin Pipe Products Co. ` s�•ri.�i'.aaaEia,i•�ia¢:?au»�� •r�,i;•i�_7E1..'-ilSEiiY�iF» '=•1}�1 i��E1.S•1SE17tfF�1� i�Y�::7�7t�ti•�7�'iF�T•� •Yi•��Y'7 tl�Si�i :"���kFiii 'is•Yi�=i:•)�t�Y li�kF 5i�ii • !'at2�f%) Lt�I• alE!3•�17�Fitii •b��:•7�<YSE7.�iSRp�{+��h7iii •ZP�i�:•l�t-Y3E7-�ii!4�:�E4 ii '� ;Y}=IFi �iYsiYlilFal�:fE7�F�� 3•!=347�@'ii,rl��:i a�ag:7�;if ara. � t •I4•�1•Fi�OFri,fl��it•3F�I��=-iF7!•ii •Fi a�fQ'i7�,Y�•1�_,�7S�Yi•7�ii � :i•i1•�•i1t:F�1�1•tlt7!' a�itII3[17E1E.tbiF'=t� � E 7�QII3I3�-ii±•eitl•��• 7�ikII. �Ee?• 1 � 7E* I] 7 QII �fkL'3ii�ialll it t 7ar •• i�i�Yi•)�Q��'�iEiiF;•i�7tI71�'Si Es •r rl•)�Qii• i� aS—i�ry?fi�ill•��'.b ii ��sCalri•7��Qa;'ai'�/.t�i�'Fil1 Q•[.�f�. • Y��Qit=ryi� i1'FZ�Zr t7�•Dk�i•A7�ai�Yi73�1E':�.7fi�'�Eii'i #:q�QL�}�i�it�iFiff>•i6Lh�F�a , " •E•I'�F3•'.7�iFl}SkiiiQ:.:>�������i a • • �QilikiiiflfEF�Aik��a a . . 'I�iFFYtFS�•i�i',41{�i1Rti�Pi '� • 1•:7=�iilkbSii� •ri<ia����r�a•.r.a�i�c•����urr��•a t 77�E`r • 9lif� iFiF�'i • _ ��7ci�raa' 7�7�ru•uiu�� �YC9�): �iiR:•:�i1F�[R • ' � aa7��tr�•a�z7r77a �. • •=ii t��:aa�•.�aa7exu :>�_rutt. 7 ��a� '• •Y:•�II'.IIrE i• u:?•�f�i6'� i c Lii)8)! 37i�111}l��aliiiF�)�iH�?�ti MWK II ilJaitl!'ji•E•i�aN711IL'-if�i'Z!Fita �I�aeuc)�r�vt-raaar�•a•7r�ia ?aira 7•iJ�ti�I•tiYikal� :•iZ)�!'74'F�!•a �at �i:•�aarilas-� ttta•r::7>•s�r�•=ra ti• Fi:l ti•II• if7u-a���'a'�F�it •t� �Ia�ii��:�ss•� �trii E7•tz��r� t 1'YRxuY -- ..=•II•l� d�i�lt>�El� L�•� • - �:-YI'>E'=�.7�• il4L•E'iL•7tII•S•I� E•� NINE& ftIFE•;ll�b e� 16EW*" r1 �id�E=:•E•3l) � �a.Zvia.eF�ari�s�� Ff7el�:•RW.?i• •1�.5'!ImF, Yh1•}iifl• I• ��'i®E4F�+I]�! .�Fa i kIAN iil•�•I•��Fi� -IB��.YiYE!�F kalEi•.b�Fi♦ IIkbYiii[• •�Li7.fiat:�7�=•�'�tilill'/s-H. ?• iEl•a• -��>E•3N31�E•�•Eid•)EYi•��-� �-1-rE[a:sli=i�•r�'13��$•ii�E�'Ei1)S�f�YEti• 1 �>�e[•_•�it;E��=sue[-�•;�E=�•ia•��• a i�p'�•i• . i11E1•tat•Sa 'i[!•}�lr;�-}•=:Y��SFiYt E.IE'b'vi'i'� #}YD[I#-� lie E+FI• '•I7ffiul •ra :: . lilt} Fa .• i�Ys[•Yi H•. 1KV.,=� t • � 'hF�fY SLEFiQ���•a�iilQ.:•�I• i! :iLiSiF�.}+ff:9SlC�•lE`_ii� r ■-�a•1�I:ilijrtl�.Ll•!if• O'AmLANOM i .l• fI•rE•i['��F�rEI•i�P �!II•IYit[T „• .}'�•3[:•�'FirEFr �7SSC�E41i�Ftb�kafflQt�Ff �� iI•�'�'i� Fir � LY II �1�F1i•�f brbfalf•b aira�iSR7Eit-A .•Ei4 -•>s!•� isl�s�utra�ry?�iE_�� it �-��•���s�tr�e�a�r� i utter?�u�r� e WIR, Q �a FL•:� }1 #/ieEl'•1�7jmjmjrjM�mwit•.7ilYlI•�[1Q'F2iF# j�.N itia• •• }• R9�omw ,�s The success of a pipe product is due not orgy to its material comoosition but also to its proper design The design must consider and respond to marry adverse influences The primary design consideration;fo•ducbie Iron pipe are as follows Trench Load The Consideration includes the basic static earth load, the dynamic truck load together with the force of the resulting Impact upon pipe structure To resist Ins Influence a design ring bending stress of 48.000 psi is utilized Internal pressure Here the concern is with the intended working pressure of the pipeline together ' with an aJdttlonal surge allowance of 100 psi These Values combine to provide the regoreci design standard. In response to this requirement. a yield strength of 42.000 psi is utilized Laying Conditions Once the above criteria has been determined. it is necessary to decide on haw the pipeline shall be bedded and backf fled in the field. There are five standard methods, each offering its particular design value. The above is interded to provide a general understanding of the design environment of an underground pressure pipe product. Detailed information is available by referring to the latest AMERICAN NATIONAL STANDARD for the THICKNESS DESIGN of DUCTILE IRON PIPE GRIFFIN Regional Product Engineers are available for consultation regarding unusual design or installation problems Standard Laying Conditions Laying Conditions Description Type I a (, Flat-bottom trench 1 Loose backfill Type 2 Flat-bottom trench f Backfnl lightly consolidated to centerline of pipe Type 3 Pipe bedded in 4-in. minimum�. sod.tt BaCkfdl lightly consolidate, top of pipe Type 4 ..y Pipe bedded in sand, gravel or ' crushed stone to depth of II8 pipe N . ' qq��ee`` diameter. 4-in. minimum. Backfdl i.•r 't> compacted to top of pipe )Approximately BO% Standard Proctor. AASHO T-99,) Type S Pipe bedded in compacted granular material to centerline of pipe Compacted granular or selecttt material to top of pipe )Approximatey 90% Standard Proctor AASHO T-99) t"Ftaf-Mtwn"is deemed as uranturtied earth. "'Loo'e Soa"or'select mate a is defined as native soil excavated from the trench.free of noci li matewis and frozen earth. r R rriffin Pinn fn -_ - r t Type'. I.�� } I4l�r�SpP •S�• �3�•:IiI.• 1:��id�41 122, rylil- . . E� Ef�Fi•����r:�'r � 6F�Fi��:•�r_ 1W Tug-l�[47- - i�rb• F?r� too­ 50 3�14F�•F3• i ' 9F�tI• d' ' t0F'� s r � 59 1i•? �� ff t F��� 1 �� 4.- Y• 24 _ 2 x I Y F� , ,4 - r • •l 41 is F'. 422 It F• At fF. t =ZFi!'Ffi�il�� I�4 t1•��f y ii • �L!r �4 t 4 - a,_ �G p' 24 M14�it 2 � 5 Griffin P .- Products to �� • M • for • BM BI-I for Pipe Standard Corporation St•• - • Four Threads •Yi=a'Y 4=' 20 01 •Y; YifdY=•Y`i � 'Yk •YiffL=8 17 • �Ys�'YZI�II-� •tY�•1•kf'a`�'II= 4k ' ad 41 •X�ft •Y;�f4•�Yfb t K I ��.r��•Yy •rt�•r.. 'Yt ` . .16 24 , � i1E'} . Oz 20 I = = is k -'- __ __�Y �Yk� k y y J r @v' + f Pipe ThtCknesses Required for Different Tap Sves as per AWWA :• S2-1 for Standard Taper Pip-Tnicaas With Two. Three, and Four Full Threads y 031 I�l'1-�•X3�t�•IIg .yr�. 17 f • •ri�•r:�a.Y 11 ri 4Y�•r4i�•�t �z. 839 ■��rirs:n• :� Y : :�t�zr •yu�•yYa�'u' ,:YF E?• Y�4Y tk�EFiI' rI•ri�=3'i�8r4 or,g 84 1 ym 4t •r l'i1 0 J, =•yY 2=8 •IcY :fed:' •01 =LL Um �..; • .yi : N :y . : q : ro y M1 Sri'=Yi: 022 2 8307 •• • y N 'rig o,-no�'E'II�• 'Z.iE •tY Iv-L ♦ UJI r � . 'fin Pipe Products Co. `. `-'*""' :� .•-'��. r is Weer Beii.Tne point t:eNe�Go Due�l JW,ity�„� The Super Ben-Tttee and Mechanical Joints act as insulators Therefore. [Weans must be provided to conduct electricity where electrical thawing, cathodic fVMeCtion or e'eO•" grounding system is required Griffin offers severa, methods.tripper conductivity straps and bronze wedges for Super Bell-Tate, lead tipped gaskets.'rid copper conductivity straps for mechanical joints aronte V/edges Load-y*pod"refer saw ew..rgr rs rr+se wcoLm»wape.w Iwrwe.nr nr nn'r+M eu aix ra W^r nw r.•�+r•oM Griffin 14' through 24" ductile iron pipe with Super MI-Tree Joints cast to standard dimensions can be deflected { erg t Rom. approximately three degrees When greater deflections are needed for long-radii is curves, grade changes or avoiding various obstacles, Griffin Pipe Products Company can provide. :,extra cost, specially machined Super Bell-Tire Deflection t>eeectron per sockets ir,sizes 14' through 24' which will permit Pipe Sae Angle, 20-t1.Length of Pipe deflections of five degrees. Standard Griffin ductile rron incises degrees inches Super Bell-Tate pipe in sizes Y through 12" can be deflected 14 5 21 five degrees without specially machined sockets. 16 5 21 18 5 21 Griffin SLnet Bell-Titejornr assembly is easiest when the Dell 20 5 21 and spigot 're aligned. After assembly the Joint can be 24 5 21 1 deflected up to the five degree limit. If Griffin's factory welded-on bosses provide economical flanged outlets at any location along the pipe barrel.Special fittings can be eliminated r Pipe Size Side owlet Size 16" 18" 4` or 6"' • p,. 4...6",or 8" 24" 4",6".or 8" I Pipe thickness Class 54 or greater is require? Location of boss s specified by customer may be within the range of ih ft from the ben end t0 4 ft from the spigot end of the Dueft Iron Coss br ASA 725 a 1w". pipe. Furnished with or without cement mortar lining. Pressure rating 250 psi maximum Field cutting is not recommended. For f✓rrher nfp nsit,on ask to,the saes/eP'.sen;dbeF Jr the Gaffn Pant nearest you j Counctl Buffs Iowa 51501•2601 Ninth Avenue•712/325.5100 \ Florence.Nero Jersey 08516•1100 West Front street•60914"-4OD tynchMoq Virgrnia 24505•Adams St-upper Bain•Box 740•&N/845.8021 12 Griffin Flee Products Co. ear,Ar 4exl fekwetw vx;. MllsuTM ...61 - - ay.o ayl avy ajotaq .o I ION :cw�al Iowa Latest lmprov Corey Type Fire Hydran4 are de- signed and built for many tong years 01 rugged service, easy operation, and maximum water delivery. Their advanced de. sign assures minimum friction losses, positive drainage, and easier maintenance. Their sound construction equals or ex- ceeds specifications of the American Water Works Association in every particular. The large barrel has thick walls of high strength cast iron. Stem,arm pins and gate pins are of Everdur bronze. All other bronze parts are of high strength bronze. As the hydrant is opened, the main valve, fitted with a spe- cially compounded valve rubber, is moved from its seat by two operating arms of strong cast iron. Stress on the stem is eliminated due to the special design of the Iowa hydrant. The operating alms provide solid support between the back of the hydrant and the main valve through the upper and lower stem nuts. These siem nuts are engaged in a groove cast in the back of the hydrant and travel up and down as the operating nut is turned. Four full turns of the operating nut proviuean opening equal to the area of the valve opening. When the hydrant is opened all the way, the main valve is moved back entirely out of the waterway• and delivers a solid stream of water the full size of the valve opening. Fs= The main valve is moved rapidly toward its seat with the first o few turns of the operating nut as the valve is closed. The o movement of the valve is slowed as closing of the hydrant continues, providing a sure and gradual seating of the main - valve and eliminating any chance of water hammer. 3�Jdd SIHl i 031NI NOIl10N��1��Y��te�lt��l•���j�1�C18��}�y�rlrQyd/11 at the bottom of the hydrant opens and lets water remaining in the hydrant drain out. The drain valve consists o1@"HNike awa,alaa ba.:el with a tapered seat and a cup-shaped rubber desigBfd to assure positive closing of the drain when the hydrant is i I open. When the hydn}",cAWgd, the rubber is out of*W- "� M" ' ^^ ,Mt with its se.Maend-fhr x"rO mire rubber is thus kept I I .oaw«Ol0«�«tYlO i.AA o P, ...• •/O 1004 «,n/♦aw1Oo[�Solute !axial W1a=1AWAulg the h drant the first o...a yyeeanon tyyp turns of the nnp(eratin¢¢ nut automaticatl a rain 'Ott YOtrD+onO NCI VOWW1 darll rUkidMM31VM the as SeYNnd rs IOWA SERE HYDRANTS IOWA FME HYDRANTS PARTS PARTS UST Part Number r • No. Part Matertsl -,-_ _aired ------ 1 1 ^.` T 1 TOperaUng cut and —� 1 Cant on and �_4 rowni rim _ ni 1 bronu 8 Dome bolt I Steel2 Dome I Cut irom _ od �� I 4 Pipe plug 1 Aroma �1t 6 0pendog deer& 1 Cast iron \■ 1` • �6 6 Stufffinglbox follower 1 Cat iron,b nee N • 0� 1 7 Follower bolts 2 Steel d gand bushed bnmse Y 4 8 stuffing box parting Lubricated 10 I 9 Stuffing box parking ring 1 Rronee r g ( 10 AdjuMmg crow __ 1 Bronze t1•q 11 Head `\ S 12 Head boll and•trY ge but iron j 13 Head gasket I N 14 Pumper nwtb 1 Bronce 15 Pumper noW_i sap 1 __Cut iron__ ®1• —t1 a --. a 11 17 Hose nozzle rap i Cut iron �`n 1t _lrf pep • 1 16 Nozzle chain I set Steel 23 N 13 19 stand ' / A• 16 1 19A stand r pe,break Range 1 Cut iron d lI 17 %t Rquary operating rod — L_ -- steel_------- M one it -21 I Flange bolts and mute S. steel _tt 21AI Break Hemp bolt@&cuts 8 Steel 34 of 11 17`\ 21 B stem coupling I Cut iron >t !t 32 J U 21C Break flange 1 Cast iron to 22 Flange gasket 2 K 1! I 22A Break flange gasket I // 23 Extension piece 1 Cal iron -10 O� I 23A Extenaum peas,break Cut iron 33 gage model 0 24 Coupling and pin —_ i Bronzetr u 9b _Top Item nut arm 1 Rroose 36 26 Upper operating 1 Cut iron — n 35 tt 27 Operating arm pine and 2 Everdur bronze _ �� rotten pine 40 _- 28 Threaded Item 31 n� - Stainless Bbo:e '. 1�"0 • —s 80 Connecting link I Bronce _ 31 Coup Ling fink pies, 2 9verdur bronze —U 32 Gale te nap M a scmw and out 1 Out iron-wtainim as 34 Main valve .0 11 I__ Caust�bon -• 38Cottsr pee for gate 2 Rrsee - 37 Lower operating arm 1 Cat bon 38 Bottom sten. nut I Bronce lye ad Bottom,seat ring,and 1 Cut iron—bran& drain barrel 40 Drain valve holder _ 1 Bronce _ a 41 llWn valve after stem_ I ---Broom N at It r AsswW rrs _ 42 Drain valve litter 1 Bronzeam Asaemnly Condnti of Parts 43 Drain valve litter guide 1 Bronu as dve- --- 44 Drain v washer 1 Bronze !IA vnpleta Hydrant 24 thru but I 45 Drain rubber valve 1 Rubber ire Are:nblg tint Put 39 J I w4 46 Drain valve lifter 1 Bronu SsNbn dwwky Paris Drsm _ _ wasbar nut I « _ In tk•ok Rands(enhaplen s Vahw Aaaembb 40 thru 46 oe•Axpt 4 t=•hydrant,which requires 4. --- 14 11,2t,21 steal 23 tsar Sank Floe"NydnM have is suffix A.See pegs /9. -beA, rl-Ownbar read A•asalw vdw y� SPsslty pe eperrlrrg v+Mw ardsdaR. Is ,9 Wh.,LESALE . , . . . . . . , C 51111 t D.GVaGSU..uES 170i /1�1W •OI/O.fSJ f:. l4E fN•n S' %-AKIA%D wASewGTO'. SMII 4Dq yfo 4 M .!fN oWAT %B cQ STANDARD WEIGHT STEEL PIPE ELECTRIC RESISTANT HELD ASTM A-120, SCHEDULE 40 GALVANIZED PIPE POUNDS PIECES FEET SIZE PEF FOOT PER LIFT PER LIFT 1/2" .851A 120 2520 3/4" 1.1310 84 1764 1ff 1.680V 63 1260 1-1/4" 2.280P 42 BC2 1-1/2" 2 .7300 36 756 2" 3.680# 26 546 2-1/- 5,8201t 18 378 3" 7.6200 14 • 294 3-1/2" 9.20011, I1 231 4" 10.890# 10 210 July 1984 va fIE . IN DaNE BY GiTY Ot REenoa 5 WA�EF Sleep GQfa1 co 12/23/ $6 t, sy3 6N SOu1h SiOL pi WE115 Me F3RioeE �Q o�lCC tS-9.n� DY A�ado.d Ga4.✓ Ntw storm tknhelc � j 6�- 1146n4 r • � of Asrwe/ a� 2. 1/;cFl tO rods 4`tor<r 6r8��nnrmtr (M3) f'z1i-Sf`-ing� r C.l. 1,• -� s `y, p �L ------ NNK•11����-Imo,-+' ' I „ram '� $ I- �.I.PI�' —�__ 1tl".p�a - NEW g" 17.=. uwlr.R "•n 4' re�rr re �.�-.��4 • �1. 1,045- 53 . w Vftl,y AVE. SP Ir 6 �-111�4•$rnd (M i� � JenG'ITlon 81n�k °I 3' cove- Y / t�C,54'n . cull- a �dttor d+iJewtlay- OF RE «� z PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR n i MUNICIPAL BUILDING 20O MILL AVE.SO. RENTON,WASH.9805E °y Pe, 206 235-2569 �9q -tD SEPT E January 2B. 1987 BARBARA Y. "sHINPOCH MAYOR MEMORANDUM TO: Ron Olsen FROM: Richard Houghton Air vacuum valves. Wells Avenue Bridge. Please make arrangements to get this done. n :PmP RECEIVED t 2AN 3 0 198T 911clWaK ov►. CP OF RFAIOR „j s 1 M T LL ' 0- EL USHS 1&1730141) OSH5 131731R1 81) STATE OF WASHWO70N STATE OF WASHINGTON ! M� DEPARTMENT OF SOCIAL AND HE SERVICES` f D ..RTMENT OF sOCML AND HEALTH SERVICES !!!! WATER 6ACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS *SAMPLE COLLECTION. RLAD INSTRUCTIONS ON BACK OF GOLDENROD COPY '.SAMPLE COLLECTION are D INSTRUCTIONS ON BAACK OF G011 be LDEN COPY If Instructions are not followed,Sample will be relectetl. DATE COLLECTED TIME COLLECTED COUNTY NAME E DATE COLLECTED TIME COLLECTED COUNTY NAME EIIITN/ DAY YEAR \ MONTH DIY YEAR , IM AM TYPE OF, TIE M I?FIIBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM F PUBLIC SYSTEM,COMPLETE: PUB 1�S M E cuss gyp/PU1.BLIC I.D. NO. (� �� L zE cuss LD. No. �. 5 © � 1 2 3 4 /� ❑ INDIVIDUAL ❑ IN01 IDW� '.M.ron Ed m rvo I,..a.,lal NAME OF SYSTEM NAME OF SYSTEM C i / A ..SPECIFIC LOCATION'WNERRFSANPUE STSIFAI OMEN .IMAE I(NE AND TELER NO I SPECIHC LOCAIION HERE SAMPLE CLELECTE SYSIEM MWJIWMGR. 1Wp TELEPHONE 10. N.\qCM W aar"01� Ar\ P .\•� ` W.nf11M 4V a sKq.1,N HMq..IM,MI.N SAMPLE CDLLEF fcR BY:(NO" SAMPLE COLLECTED BY:INseIN CE TYPE �' SOURCE TYPE COMBINATION py� COMBINATION or OTHER ❑SURFACE ❑WELL ❑SPRNG ❑PURCHASED WorOTHER SURFACE ❑WELL ❑ SPRING PURCHASED — CP 8 D R`sPf�RT T9 (Punt Fee Neme. (aIw Z'IgIee) \ IS D R� RT TO:(Punt Full Name.Aoaaae and ZIP CoKNO \ CClty 41 ' �• \�\-\\ WASHINGTON r \tiQ �`,\L:1 l'I _— WASHINGTON TYPE OF SAMPLE TYPE OF SAMPLE a. (CI0(�qxY aM✓'11,N cW W�nl ICMc.MI.W in IM idW�T 1. ❑ DRINKING WATER L_ Chlorinated lResldua —Tolal_Raq T [� DRINKING WATER S, G dnlonnated(Residual.—Total_Free) ❑ Filtered Check treatment I, me tnt--� u Filtered Crack tr"abrtent­� _— �-1 ❑ Unireatnr:or Other �y ❑ Untreated or Other 2.,IM RAW SOURCE WATER 2. RAW SOURCE WATER -- 3. NEW CONSTRUCTION or REPAIRS 3. NEW CONSTRUCTION or Rr PAIRS 4. OTHER(SPOCOY) 4. OTHER(SWAY) _ I COIAP!.ETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMF?#E IS A CHECK SAMPLE PREVIOUS lA8 NO PREVIOUS:All NO 'q----�-- e PREVIOUS SAMPLE GOL�.EC PRFYIOUS SAMPLE COLLECTION GATE REMARKS: REMARKS: � III t a LABORATORY RESULTS(FOR LAS USE ONLY) i, LAB RY riSULTS(FOR LAS USE ONLY) MPN.COty�DRM STD PLATE COUNT I SAMPLE NOT TESTED MPN GOl4FORM skD PLATE :CUNT i SAMPBECALE OUSEESTEO BECAUSE: /q)/` I /ml t I. r auw lml,.. /ml SSA..___-- w.------ ❑ Sample Too Old MPN DILUTION TE T UNSUITABLE ❑ Sample Too Old MPN DIWTION TEST UNSUII ABLE W ml 1. ❑ Con111Amt Growls ❑ Not in Proper Contatner ( /00 ml 1. LJ^Conlluenl Frown ❑ No:m Proper Container I OAF COUP ORM . [3nulll ` MF COLIFOHM z� 1"1 TNT. ❑ invulNclent Imormatlnn 2 TNTO ❑ Iftclent Information A Insi.eclions on Fo> rm Provided—Please Read /� n" Provided—Plearte Read f(p n Instructions on Form OLIFOnA 3. ❑ Eli""Debris FECAL COIIFOR 3' ?IriE ee Debris f ECAL C ❑ MP"' ❑ MF ItEl❑ MPN ❑ ASF 4 ❑ ❑ _/DOW. 4j.❑ /IW mil ''U _ FOR D OWNC 'f.LES ONLY,THESE RESULTS ARE'. FOn DPJNKING WATE4 SAMPLES ONLY.I HESF.RESULTS ARE: t (�SATISF ❑ UNSATISFACTORY �ATIS=ACTORY .Lv, ❑ UNSATISFACTORY SEE HF.VE1 Cr,PY FOR EXPLANATION OF RESULTS .��—SEEE—REVERSE SIDE GREEN COPY FOR EXPLANATION OF RESULTS in CENrD_ RECEIVED BY .I,!No DATE.TIME RECEIVED— RECEIVED BY 1 ,y DAT REPORTEDDATE REPORTED, REMARKS T L� I .7'7wFyp( / . {� J/ REMARKS WATER SUPPLIER COPY I -. ^^L` T, WATER SUPPLIER COPY �\ DBMS 13-173(11141) STATE OF WASHINGION DEPARTM-NT OF SOC 4.AND HEALTH SERVMEA WATER BACTERIOLOGICAL ANALYSIS L SAMPLE COLLECTION. READ INSTRUCTIONS ON BACK OF GOLDENROD COW r If Instructions are not followed. sample will be(ejected. PATE COLLECTE' TIME COLLECTED COUNTY NAME MbNTH PY / YEAR - IF PUBLIC SYSTEM,COMPLETE: I.D. No. F CIRCLE CLASS IVtOf,+�e ( " 5 U L f 2 3 AM STEM SKCIFIC LAOKINHERE SAMPLE CDLLECTE SYSTEM DOW NO1}((�)gFry�IO. tr NIG aLLwil.rw�..a.1r�.m,rawYw X V \n �� SAMPLE COLLECTED BY:fasrwl I>ouRGE TYPE rY Ct[1 ❑SURFACE ❑WELL O SPRING PURCHASED pp COMBINATION • SEND T T0-(Pr1nT Foil Name.Addreee aM Zip Cole) J\ WASHINGTON� �, . TYPE OF SAMPLE u:rac.wr a.•rN.cowmen 1. DRINKING WATER ❑ Chlorinaleo iFtesiduai Total Free) Check treatment--1, ❑ Flllated ❑ Untrealed or Other 2. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 4. OTHER(Specify) t COMPLETc IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I AS NO PREVIOUS SAMPLE COLLECTION DATE ' REMARI.S. I LABORATORY RESULTS(FOR LAB USE ONLY) MPN-COLIFORM STJ PLATE COUNT SAMPLE NOT TESTED 1, BE^AUSE. MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /1lp ra 1. C Confluent Growth ❑ Not in Proper Contairtar MF COLIFORM Z. ❑ TN7C ❑ Inauthed— lease Read �W ml Poorided—Please Read Instructions on Form FECAL COLIFORM '^ ❑ Eacese Debris ❑ MPN ❑ MF 4 ❑ ❑ )IOU ml FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE. { QrSATISFACTORY ❑ UNSATISFACTORY JVtp SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE.TIME RECEIYEL— RECEIVED BY DA'E HEm'ORLL \ ABORATOR I REMARM9 WATER SUPPLIER COPY �, _ H t z r � 5 - Xl v1 4 t W 593 Wells Ave Bridge 2X ENTRANCO ENGINEERS,INC. L AAE WASNINGTON 0APK N(II,DING (P I yr I" 5468l AµE WA$NINGTON BOULEVARD NE NIPMI AND WA NW3 November 12 , 1986 RECEIVED P►JBUC WORKS DEPT. City of Renton Public Works Department CITY OF RENTON Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attn: Richard Houghton Public Works Director Re: Wells Avenue Bridge Entranco Project No. 80027-60 Dear Mr. Houghton: At your request, I reviewed the blockout in the underside of the slab at waterline flanges which had Leen formed and was ready for the concrete deck pour. The blockout is approximately 1-inch deep and was made necessary by the type of waterline pipe being used which has a slightly larger flange than the TR-Flex pipe specified. In my opinion, the blockout will have a negligible affect on the structural integrity of the slab. Therefore, I recommended acceptance of the blockout to Bill Carter, WSDOT Project Engineer, who was at the site. I also recommended the bottom slab bars be raised to maintain 1-inch cover over the bars. I have been asked by Bill Carter and WSDOT staff members if the Griffen Pipe installed is, in r-: opinion, an acceptable equal to the TR-Flex pipe. Since I have seen no response to Items 1 and 2 in my September 26, 1986 setter to Ron Olsen, my position is essentially unchanged. it is my understanding WSDOT Materials Section has reviewed the Griffen pipe and considers it an acceptable equal and that is the basis for WSDOT's acceptance of the pipe. I told Beldon Pewcson of WSDOT that having a letter from WSDOT Materials Section accepting the pipe as an equal could facilitate our recommendation for approval and that my primary concern continues to be the structural adequacy of the joints. TAW,(*,Mt $45EATTLE N",NATK)AA,RANI WKW lxo ftY INt^..FWT AvfN( EVFRE tT`PA iTll Richard Houghton November 2, 1986 Page 2 Although I didn' t look at the relationship of the flanges to the bottom of the deck slab, it is my understanding from talking with WSDOT and Mowat staff dt the site thr,t the flange itself doesn't protrLde into the blockout and that ease of future remcral, if ever necessary, is the same as would be with the TR-Flex pipe. It appears, therefore, that Item 3 of my September 26 letter has been satisfied. Since I told Bill Carter I would document my acceptance of the blockout, please forward a copy of this letter to Bill. I look forward to receiving supporting backup from WSDOT for the Griffen pipe which Beldon said would be submitted to the City. Please let me know when I can be of further assistance. Sincerely, ENTRANCO ENGINEERS, INC. Paul A. Treman, P.E. Project Manager PAT:mt w,;" .dA F+lYtoC e ENTRMCO ENGINEERS,INC. I AKE WASNNGTGN PARK RUII pNG 11001EI1-E000 SERA LAKE WAWNGTGN RGULEVARO N E KIRKLANO.WAMEM.i November 17 , 1986 �1. Mr. Ron Olsen Utilities Engineer I..1 p 1986 City of Renton 200 Mill Avenue South Renton, Washington 98055 Re: Wells Avenue Bridge Replacement Entranco Project No. 80027-60 Dear Ron: After our discussion and site visit on Friday concerning accessibility of the valve nuts ' n the vaults at each end of the bridge, Mike Pawlak and I have researched design options. As I discussed with you today, we propose core drilling two 8-1/2 inch diameter holes in the vault ' s top slab above the butterfly valves which we recommend be rotated away from the 42-inch diameter opening. We discussed the affect the 8-1/2 inch opening might have on the structural integrity and performance of the vaults with Mr. Royd Lund of Renton Concrete Products. Mr. Lund advised that the two holes will not adversely affect the vault top slabs. I also discussed our proposed plan with Roger, WSDOT's Inspector for the Project, after talking to you today, and he viewed the plan as workable and will proceed with processing a change order which will include a valve operating nut extension as we discussed. I gave Roger a copy of the enclosed sketch for his information. The two holes should be field located and core drilled. After core drilling, the area should be cleaned Lid a cast-in-place concrete collar placed around the opening. A valve frame and lid assembly, such as Neenah Model R-7514, should be embedded in the collar to cover the opening. EVERETTE ME VOSEA-TL[,IR5T NATIMAI KANK d Hl OV iM)E`1 YOE ,BO ~1AVEN(IE EVEWTT WA M 01 Mr. Ron Olson November 17, 1986 Page 2 You raised the question of the structural adequacy of the blockout areas and whether additional strengthening is required. I have discussed this with several people including Roger, and to their knowledge no strengthening has ever been done in similar applications, and no problems have ever occurred. Although the concrete has less thickness in the blockout areas, it is reinforced with steel bars to resist the soil pressure loads imposed on thee vault. I trust that the valve accessibility issue is now resolved to the satisfaction of everyone. If you have further questiins, please give me a call. Sincerely, ENTRANCO ENGINEERS, INC. Paul A. Treman, P.E. Project Manager PAT:mt Enclosure ENTRANCO ENGINEERS,INC. ,ARE N41MNO'ON I.,. ,: 9�NG POET t."v�W SA1E l�aE N•SNNO'O�SC_.EY�NO4E r,q.'..NC N�,'191U) November 14, 1996 Mr. Royd Lund Renton Concrete Products 7th and Rainier P.O. Box 917 Renton, Washington 98055 Re: Wells Avenue Bridge Replacement Entranco Project No. 8002.7-60 Dear Mr. Lund : Thi_ letter is to confirm our telephone conversation of this afternoon regarding the possibility of core drilling two (2) R-1/2 inch diameter holes in the top slab of one of Renton Concrete Products' standard 5'-B" x 11'-2" x 7'2" vaults. As I explained the valve supplied on this particular project already has a 42-inch diameter access hole witt frame and lid in the center of the top slah. The additional holes would be for t`e purpose of accessing the valve operators by using a %handle valve wrench. The small access holes would be located approximately 3'-1" either side of the vault cen�erline, parallel to the long axis of the vault, and 6-inches either side of centerline, perpendicular to the long axis of the vault. As I a`so ;mentioned, this vault 's being constructed out in the roadway and will be subjected to hiqhway type loading. Rased on your statements that these additional holes would not adversely affect the structural integrity or performance of the vaults, we have notified our client to proceed with the core drilling operations. We appreciate your assistance on this matter, lie have included copies of the sketches of this proposal for your information. Sincerely, ENTRANCO ENGINEERS, INC. ,like A. Pawlak, P.E. IWP:Isj Encl. cc: Mr. Ron Olson, City of Renton g ENTRANUJ ENGINEERS, INC. SHEET NO._ OF JOB NO _,'_•' "-%�- Sz.� PROJECT� I'�/� CALCULATIONS FOR— +%- Ft MADE BY DATE CHECKED BY DATE Ib '� DrP -�� i �A+ r- /d '0 D/p ev—H-4, va (Typ) 4 S ------ -# P4- yor' 13 s I + .rT 16'1Z% opnq�Yjp C) � ��� Nofe ' C'en�sos�er S1K</ /'Ld� ►/�/if� ol/ diMGne,ar.J Pr.or �b COMMer+6//�� Rrn� k/erk. . -place C.r VAIve ' CnnG/d/C CN�Or % /�9r.�'rral� Fia/+tt r Lid Corc dr.// R%z'¢ hr/G i� I ,n taP 3/�b o�' ✓avl� �i► r . e �� •�i Y'c.ght fo a Tp �/a6 or '/av& Sat R-7512-A Cost Iron Pipe Screen for 10-inch Pipe 1 R-7512-8 Cost Iron Pipe Screen for 12-inch Pipe For overflow drain. for maximum free drainage am with ,—_._ openings sized to prwem dogging. - specify: 1. Catalog number. R•7317•A Width U" for 10" pipe 1-7S17J Width it" her 12" pipe � . � ��,` I o •.. Six Nelac for Height 16 inches Atin" o`( f nlw.g.He Length 14 inches `r Openings I inch Typical Use in Subway CensttutHea I R-7513 Series Cast Iron Sumps -� h-- a• ` I Furnished staroard without top Ld, or }p.a. eft drilled and tapped holes for pump �— N• mounting. , i -e 'ri. S e<if tj er i61,:J(' 0 1. Complete catolog number. ail �{ 'It 2. lid when required. Fo n� P {st—�v 'p .. I Sump top to be faced and furnished ` t ,c.l w u e with dulled and tapped n,,lts, •' r Catalog Heignr Dimension A' in Inches ( 24517-11 20 i' a: '� o: .>. :•-•.'0. e.' R-71117-C 22 9-7517-a 24 R-7514 C.I. Valve Handhole Frame and Lid Used as access covert to ,olves for Ste"-, per• ar wnerhnes in railway t,,^-a;s, ,,bway or induiw,l installo- he-:. Lds tw- shed standard without 1,�_e• p}_Y a--�,+• •°emirs len, rig.Also a,o-loble ure hdsmorked "S.. 'A" ..E or "W Standard unite 1 have lid chained to frame to prevent Specify: 1.Leneimg if required. �" �--- --' ° --�^� Note large slot in cover to aid in easy removal with key hook. Anchor rods not furnished. 290 7. '. al 1. )•n• n w wi '+.v not 2• ` YD1Q1rL�_pl` ..� ..v ii: r+• e �yy •H0e7-lllo No `hYNrtr . D ]n!GRATE YEW$ . . M.GM LOL ® e ✓ e+ sas sv- 2R7BC-111L SASE P6' 5 uck NT.67)0 LK 7'✓m' x 2' 6' AR w 0.►7E rn.leo LL5. r x on an s'aav !r \ 5,< s r !1!' x Bp 0/000'�� 00 E� 00 .� 6 •-atttOseei+2c �wt way �WISM!EDS• OPTIONAL COVERS ��EE OwiSiOEt OE VAULT e��j� PotMit Inamuli n l PIP. Fngmee ing, Inc. Is 6'•8"it 11 -2" x 7'-2'• ♦AOlT1 T.t.m. wumnp)on (Tacoma)475-6866• (Sturu)623-7772•!R"mon)255-1521 Page 41.0 r w'eA 4". : ...-., ,.� 6 nA;- ENTRANCO ENGINEERS.INC. .•M w•5.avi.rOq pAF•owk0i%C, y tl0 WV 1.••(W•U.m1GT(A,901nEVtPO N! NRVIA%D WA Alp?) November 12 , 1986 City of Renton Public works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attn: Richard Houghton Public Works Director Re: Wells Avenue Bridge Entranco Project No. 80027-60 Lear Mr. Houghton: At your request, I reviewed the blockout in the underside of the slab at waterline flanges which had been formed and was ready for the concrete deck pour. The blockout is approximately 1-inch deep and was made necessary by the type of waterline pipe being used which has a slightly larger flange than the TR-Flex pipe specified. In my opinion, the blockout will have a negligible affect on the structural integrity of the slab. Therefore, I recommended acceptance of the blockout to Bill Carter, WSDOT Project Engineer, who was at the site. I also recommended the bottom slab bars be raised to maintain 1-inch cover over the bars. I have been asked by Bill Carter and WSDOT staff members if the Griffen Pipe installed is, in my opinion, an acceptable equal to the TR-Flex pipe. Since I have seen no response. to Items 1 and 2 in my September 26 , 1986 letter to Ron Olson, my p.sition is essentially unchanged. It is my understanding WSDOT Materials Section has reviewed the Griffen pipe and considers it an acceptable equal and that -s the basis for WSDOT' s acceptance of tha pipe. I told Beldon Pearson of WSDOT that having a letter from WSDOT Materials Section accepting the pipe as an equal could faci�.itate our recommendation for approval and that my primary concern continues to be the structural adequacy of the joints. to•••t Y.aF AGENVE bF:: - .. Richard Houghton November 12, 1986 Page 2 Although I didn' t look at the relationship of the flanges to the bottom of the deck slab, it is my understanding from talking with WSDOT and Mowat staff at the site that the flange itself doesn't protrude into the blockout and that ease of future removal, if ever necessary, is the same as would be with the Th-Flex pipe. It appears, therefore, that Item 3 of my September 26 letter has been satisfied. Since I told Bill Carter I would document my acceptance of the blockout, please forward a copy of this letter to Bill. I look forward to receiving supporting backup from WSDOT for the Griffen pipe which Beldon said would be submitted to the City. Please let me know when I carr be of further assistance. Sincerely, ENTRANCO ENGINEERS, INC. Paul A. Treman, P.E. Prcject Manager PAT:mt OF REti o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 J MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 O A m P �A 0w reo SEPAV-0 BARBARA Y. SHINPOCH MAYOR October 6, 1986 STATE OF WASHINGTON Department of Transportation 1315 N.M. Mall Issaquah, Washington 93027 Attention: A. W. Carter SUBJECT: WELLS AVENUE BRIDGE Contract file No. 3115 Dear Mr. Carter: Attached herewith is a letter to the C:cy from Entrenco Engineers who were requested to review the �-ibmlttals with regards to the US TR-Flex pi-,, versus Pacific St,,tes mechanical restraint ,joint pipe. In their review; they feel additional Information is necessary before they can make a decision. Please respond to these questions raised by Entrenco Engineers. If further information is required, please contact this office. Very truly yours, Richard C. Houghton Public Works Director U1-03:mf Attachment ENTRANCO ENGINEERS,INC. LAKE WASNINCTON PARK 001LONC O l827 IW SA LAKE WASN O iNGTON pIILEVARO NE KIRKLANO,WA 9EOJJ September 26, 1986 GE City of Renton Public Works Department Municipal Building 20U Mill Avenue South Renton, Washington 98055 Attention: Ron Olsen S:P 2 RE±: Wells Avenue Bridge Entranco Project No. 80027-60 Dear Mr. Olsen: We have reviehed the waterline data you gave us and have determined there is insufficient information to recommend ap{. oval of the contractor's request to Substitute Pacific State's mechanical restrained ductile iron pipe for U.S. Steel TR-Flex pipe specified in the Special Provisions. Without further data, our recommendation is to require the TR-flex pipe. As a minimum for c)nsideration of approval , the Contractor should demonstrate in writing 1) whether a better product is being provided and why it's ter or the amount of a credit being offered, 2) that the joint has the strength and capability to safely provide the necessary joint deflections (the pipe is to be chorded along the roadway horizontal curve), and 3) that the pipe will fit in the limited space p^ovided within the bridge and that there is room for proper installation. Should you have any further questions please don't hesitate to give either myself or Gary Van Wieringen a call . Sincerely, ENTRANCO ENGINEERS, INC. Paul A. Treman, P.E. Project Manager --`^_ -�- - FVERE IT Ott ICE SIB SEATTLE FIRST EU!•ON.4 RANK RUM1 DIN! 2(ilk @GE 1"FFEWITTAVENIIE EYERFTT NN WVI 7��``4oury "(trt SntFN. ENTRANCO ENGINEERS, INC. LETTER OF " bEAONEELAKE WAAMR440NGTON TON BOUILEVARD F'E KIRKLAND IRAWIIW IWKMO ❑ TRANSMITTAL ❑ MEMORANDUM 0 510SEATTLE-FIRST NATIONAL RANK BUILDING ImEI uH mx tM HEWITT AVENUE,EVERETT,WA EEE01 To: 3 r-"1 bete: �a � _- Project No: �?O o ZJ •f,� _ Attention' He: d ATTACHED _- 0 OIIIGINALS 0 UNDER SEPARATE COVER 0 PRINTS 0 OTHER-- Pop YOUR 0 INFORMATION/USE a AS REOUESTED OUR c REVIEWED 0 NOT APPROVED ACTION .APPROVED - SEE REMARKS REQUESTED i APPROVAL 0 MAKE CORRECTIONS NOTED ACTION - REVIEW ! COMMENT c. REVISE t RESUBMIT o OTHER__---. NO OF DRAWING COPIES NUMBER OESCR.'+T(ON Remarks: It, RE 7T ATN ;.'��n1_ r.�r .�! '1 �' TrF:�7„•�..- P Fr`C -KT 6F MFK7' /F F,c='') +T t onLF,C C F7— h-A/,3 � — L&' '` 41.4, 14.4 - SFa£ vAe F.. AC-".tr[C ,e., yIY ac ) OA; _ !aEf'r A 1 d L —.4 ra a,rra'.-le T- F 00-A,- A+GS 7- !ic)7- E r4-4 t_ rS A4 ir, r - Try SET oo /3[LE IL- 4.r£ p� .Sar«tfL...r/_P7^ rotiFC u'...i[rT,J! FiEJuy *afEy g)44r INC'C. Ljf .4N_( Lh.4TlirFs 0-3 Oo I �•Grlr_r(eq.� Fi-r44f TffE nYCA.2J. E c,4oj /J.4vC F I - ,-f) wy"LAej t,., -ftjE I- iI 0-4 I ). c 1. E r nr, F ', � 1 %L dr , l TAWY Y —_ T $w. , rAj IpJ F¢'Y By: w. ..iV C a. . _R A tires C ✓ / C [ OISTWOURON WnGelp A0m11lel C11nIVyl,'P,Ule,lFi1e PMIu Day File A-0E.E PJE) w^h. 44 _ "To Provid+ Foster S*rvico Y- at Lowor Cost" S. 1, t(� 1 �. I .�_ ; ` — FILE 0 v rr PLEASE NO REPLY l� REPLY 0Y: ❑ REQUIRED i SiC+":ATUd[ PHONE Nl DATE 1 SIC-NATURE PHc" DATE ®s 1(lPM r 1 1 ORIGINATOR: SEND WHITE AND YELLOW COPIES TO RECIPIENI RECIPIENT i REIURN YELLOW COPY IF A REPLY IS NECESSARY ,.~ • C '. de n 9 .' l l 'R4 "To Pro vtdo Faster 5orv!ee F of Lower t" \ � a�.:� ,, FILE E E . L r""""J i����: �� C''�., '�� �C•.1� �LrS_�t.ti.a I�•I`t�_. �� ..� .�' __ PlFASE NO REPLY REPLY/Y: ❑ REQUIRED 6 Cie IWMSti W .• } YI.y ORIGINATOR: SEND WHITE AND YELLOW COPIES TO RECIPIENT RECIPIENT: RETURN YELLOW COr'j M' From the desk ol- GARY A. NORRIS "To Provide Fasfor Sorviu Cosf" INCLUDE ' �\G .65 , \ 1 \LIk, , MAIL J ` I • '� V. STOPS PLEASE No REPLY El REPLY BY: ❑ REQUIRED . A Rp 1 PHONE NO DATE r Q R� SIGNATURE PHONE NO DATE �e iOPM S i � ORIGINATOR: SEND WHITE AND YELLOW COPIES TO RECIPIENT RECIPIENT'. RETURN YELLOW COPY IF A REPLY IS NECESSARY S1lJlllll o yin HEAT-SHRINKABLE TUBING I � CORCJRP.rJ4 /I IN 0 b. 1197 VRxsbwa.MS 30190 t+none Wil ppa N 7P2 M siA" —` 2t W A sems G CA M�pSt phone 4510 Dimensional Information: (in inches) 1. SST (Self Sealing Tubing) Nomenclature definition—SST "X"—"Y"—"M"—"TR" "X" —Nominal Length of Tubing, expressed to incnes. "Y" —Minimum Expanded Inside Diameter of Tubing, expressed in inches and/or tenths of inches. Example SST 6-11-6" long, 1.1" Min Exp. I.D. (Nom Rec. Wall 0.120") "MI" —Medium Wai' Thickness. Example. SST 6-11M-6" long, 1 1" Min Exp. I.D. (Nom. Fiec. Wall 0105") "TR"—Special Sealant for "nil-filled" or Pressurized Cable Systems. Example SST 6-11 'TR" Pan NO Staeoaro Minimum Maximum Min,mum Nominal Nomme, Le',gth Expander I D Recovered I D Expanded Watt Recovered Wail GSTA3 24.6 0 300 0 100 0.025 0.060 SST=04 24.6 0 400 0 150 0 025 0 060 6ST:07M 6.9,12 0750 0220 002o 0.060 SST-07 6,9.12 0 750 0.220 0.030 0.095 SST=11M 6.9.12 1100 0375 0.030 0.105 SST=11 6912 1 100 0 375 0 D40 0 120 55T-13M 6,9.12 1.300 0.375 0 025 0.105 SST-ISM 6.912 15M 0500 0035 0120 SST75 6.912 1500 0500 0050 0140 5ST=17 6.9.12 1700 0.500 0045 ♦ 0140 SST30 6.9 12 18,24 2000 0 750 0 050 0 155 SST-27 6.9,1218.24 2700 0.900 0050 0155 SST-30 6912 1624 3 000 1.250 0 D50 0 155 SSTJO 6.9.12.18.24 4 000 1.750 0 D50 0.155 SST-45 6912 18.24 1 4 500 1 750 1 0 050 0 155 Sunwo wun pusm m.0u9n0m on sU mbmp uses i0 sunaauc urgtns 'for ordenng Information, reter to price sheet AvOlape inn eaelant on anon omy or snout rsnm on apecW poor Carrwtt tsctory for other Irian stsnono Nnytns Tubing Size Chart: Tube Sue Recommended Cable Range for 600 V. Cable 03 #18 through t114 AWG 04 #14 through R10 AWG 07 88 thoughµ AWG 11 172 through #W AWG 13 82 through OW AWG IS t1210 AWG through 300 Kcmil 17 OW AWG through 300 Kcmit 20 30D Kcmil through 650 Kcmd 27 500 Kcmll through 140 Kcmil 30 900 Kcmil through 1500 Kcmd 40 IND Kcrhll through 2500 Kcinll 4£ IWO Kcmll through 2500 Kcmil v aSl[r/Iltll�l711 I.b Be. 11e2 Vick►burg.Ms 39180 Phaha 40110394M N01 watan cave.aanle Clara.CA a505' Phone 00)7274510 j 3elf-sealing Tubing for alt Electrical and Communi- cation Cables Suitable for Aerial or UndergrouM Plant Electrically Insulates through 2OOO VOHS I The Sigmatorm thick wall sell-sealing heal-shrink- able tubing was developed in response to an ever- increasing demand fora simpler, more positive splice seating methOC . . .one that otters greeter II protection under the most adverse environmental conditions This tubing provides complete water- proofing, insulation. abrasion and corrosion resis- tance for connectors and splices In coaxial cables and secondary power cable,as well as communica The Sigmatorm heat-shrinkable thick wall tubing is tion cable systems easily removed by applying a small amount of heat. Features . . . Factory applied sealant remains flex- slitting with a knife. and peeling away the material ible for the life of the system. Greases tapes, and Heat-shrinkable tubing with standard sealant (SST epoxy methods are eliminated. No special skills are series) is rated for continuous operating tempera- required for installation. ture up to 9O°C for non-pressurized cable systems. Sigmatorm tubing is designed with up to a 3:1 ex- For "oil-filled"or pressurized cable systems a spe- pansion ratio Iratio of expanded to fully recovered cial sealant has been developed This is designated f diameter). Because of the exclusive thick wall con- by a "TR" placed after the SST part number. Ex- struction and greater expansion ratio. SignIsform amole—SST 6-11 TR. tubing can be shrunk over a large diameter connec- tor and still effectively water seal down to a small For applications requiring higher continuous oper- diameter cable Also, a relatively small number of ating temperature ratings. Sigmatorm has devel- sizes covers a large number of Cable sizes oped a cross-linked Buty!tape st!alant system.This SFTS (Sigmatorm Tape Sealant) type tape sealant Seals may be effected over lead, sleet, aluminum,copper, and all standard plastic and ele i should be used in conjunction with our BSTS(Bulk Sigma, Sigmatorm Tubing Sae—no factory-applied seal- insulating materials. The toughness the S Sigma ant) The BSTS and SETS systems are rated for loan heat-shrinkable thick wall tubing provides continuous use at 130°C. added strain relief Sigmatorm tubing has excellent electrical properties and is highly resistant to mois- ture. fungus, and weathering. How to Use r - 1. APOwmg a mmimum of 2 pe'and orerlaD 2Shr;nk tubing by spdyrng Mat using a IlVhen the tubing he,shrunk enough to as on fin cable Of hem.,Side ii Oro Ihe " torch, heat gun Or Other hear source luring aunts the conhgureuon Of tee Item covered to be covered alerts IV Shrink at 2WF-275•F. As hoot Is and~ the sealant Is Men to'low d's appi've Iheve has, eourca back and loam continue Mating Additional heeling will and around the tubing to be shrunk ShIMk not "it$ the tu0ing shrink lighter from 11,center lowVo the shot to ensure Bran shgMege and avoid a^ anirspment D ,St[�Illll�, l7lt WALL THICKNESS . PO ttb. tla7VlcxWuG MS 3atK TOM IK�ia3satoa f �. WPI�p�M .y c11� G ate' TOM Nib 1�1e510 J Nominal Wall Thickness Shrink Tubing — Series "BSTS" Total Expandable Range Shrinkseal Tubing — Series "SST" sionansen Recommended Diameter Range 4.0" 40 Mow M use 1. De:ermine maximum 0.D of item j to be covered. 2. Locate 0D on vertical table.move 3.5" along horizontally to the appropri- ate tubing size. 3 Drop ve-tically to find the approx- imate wall thickness of the tubing over the maximum diameter30 3.0" M 27 v r u 2.5 c 0 `0 2.0" 20 3' 1 c O 1.5" Ism 1s 13 13 11M 1.0" 07M 07 S" a� 0" 025" 050" 075" 100" 125" 150" 175" Tubing Well Thickness — inches - 1p f v� 11 71 17 I�`I Z r-N--Ir-I� Ir=lr7rl ,. IL� •� '��ji-c=�.-�'il Ikc?���=1� � . r-�=1r-i� fr�i;ii 1 � II i n 11 .1 II 11 ! 4=;=-Ir-77 r-;r•�r•? ' �LJL �L 1� DIVISION0' p? Pkpo 6 E21 VAULT �) R 6'41"ac Ta" VAMTS T'.ce u wumnplon (T.com.l 475-BU&.I5GWIl 623.7772•(iMmoni 23S.W11 •' Npe 35 1 , t g No 3 a 1 • 1 � O z o i � z 1e �'iN,f1�• ,_ a iyk �r. '♦ �`Q h 414 Er LL 1fry it" Product Bulletin Raychem " Heavy Wall Tubing FCSM Flame-retarded Me.vy-wal,FCSM is a neat-shnnkawe Superb? Insulation to Complete Environmental 6ama.4etaroe°tubing Precoaled with a 20tloY sea{ lhermaplanK adhesive sealant The Or, temperature of nia tublr.v and the mating Who, prscosNd acid used wham the recorn Sp6m made wrrh pmooatec FCSM con Porn!Of the adhesive-sealant are Closely mended apphcob n cable Mae ranges, lOrM 10 the sea'ad,insulated Connector M metcned to assure east Insta6alon, FSCM LMg will provde a sploe insulation garaments of ANSI CI IQ 1 for disc\-tuned resulting In a very tellable wale,seal.TheVelt SWOOPS adheerve-sealant adheres wW'10 al,com- tones wu ce rea s 10 ANSI t ICE 1 a� mon cable insulation, mcludmg XLPE. t0 the els�al�°r'"�nts p1�� Electrical Susbar Mypa on,Neoprene. PVC and EPA as well 5-665241bl 200DV rtldlg. as oopoe" aluminum lead and atasi_ Insulation Ftam•-retardaney Urgotlad FSCM is netdmmended as msula- FCSM tubing Is designed for applications FSCM Mwtg meats lore Rammabilay re- ton for electrical buapar and Cade to bus tnat require Seine-rwtarGncy along with gwromM for cable rnulatl°n and etNrcOnnecYonc n"filial enclosed Power auparor mechanical protection,electrical In Ackatmg masertats par IEEE 363(Vertical swilOgsar up to 41WV Available tRK In sulaton to 2000V and a reliable wale,goal Tray Flame Too),ICES S19411,and for up to as etch wide rectangular bus. These include tray cable sdk:Ing of hem, busba,insulation par ANSI 03720C res6lanl cables useo in pmeess and heavy ridustrial Plcnts as well as mviticorduct0, cable sheathing Uncoated FCSM R available m long IenQMS for insulating busbars and but to Cade bon- necions Application Rang"for FCSM Redommanded Cable Sias Range for Single Core f1clonway SplicYq General Appkcetfon Range DW"WWF Turing Slas AWGIaem9 skor _ Mrctras min FCSM W2 018-014 .76.2.5 .10• 20 2.5. 5.0 FCSM 93 014.010 2-S•6 Is- .3D 3.5.8.0 FCSM 1314 e8-a6 4-16 20- A5 4,5. IVO FCSM /W6 aS-02 76.35 25. .65 6.5. 165 FCSM 21LV e2-41D 35-95 .40. .95 10.0-24 FCSM 38112 110 .350 50-105 .50. 1.30 13.0-33 FCSM 51116 250-500 120.700 .7D-1 75 18.0-44 FCSM 68122 _800-1000 300-SW .85-2.30 24.0.59 FCSM OWN 800- 1250 _ 'IM-630 1.30-3.10 33.0. 79 FCSM 120140 ism-2500 7p- 1260 1 75-4.10 44.0. 104 FCSM 177163 224•6.05 57.0- 154 t wapllcatan Hops Reoommeo"d cable slas range for*trap*Dora 800/1000v apliovq QeM/al appNcat(on range diameter Slae AYiO/KCMII So.rnrn bchn mm WCSM 9r3 ei4.4ID 2.5-6 -15-10 3.5.80 WCSM 1314 08-e6 6.76 20. 45 45-770 WC5M 19r6 s6-e2 /8-35 25- 65 65-76.5 WCSM 211 02.4/0 35-95 410-15 105.240 - WCSM 51116 250-500 720.240 10-1.75 175.14.0 WCSM 68.'22 600.1000 300.500 .95-2.30 240.590 WCSM 90'30 _ 800-1250 400.630 7.30-3.10 33.0.78.0 WCSM 120140 1500.2500 760.72W 1.75-4.10 440-104.0 Selection pulde Part numbers and dimensions Port number Expanded Recovered Nominal M m" Standard cut lengths LD. LD. expanded recovered (minimum) (maximum) well wall thickness thickness _ In I" in min in nun to me in min WCSM 913 15 9 12 3 .027 0.7 .07 1.8 6.48 150.1200 WCSM 13/4 .51 73 16 4 .031 0.8 .D9 2.4 6.48 150,7200 WCSM 1916 .75 19 .24 6 031 08 .09 2.4 6.9.12,46 150.225,300.1200 WCSM 2819 1.10 28 35 9 .039 7 0 .12 3.0 6.9,12.48 150.225.300,1200 WCSM 51/16 2.00 57 63 16 .051 7.3 A6 4.1 9,12,48 225.300,7200 WCSM 68/22 2.66 68 .87 22 .051 7.3 .16 41 12,18.48 300,450,7200 WCSM 90/30' 3.54 90 1,18 30 .051 1.3 .16 4.1 12.18,48 3D0,450,1200 WCSM 120/40' 472 120 I S7 40 .051 1.3 .17 4.2 12,16.48 300.450,1200 'Hill uL lrlec Uncoated.spooled tubing(expanded and recovered dimensions same as cut lengths shown abovel" Part number Ouantlty/Spool Part number Quantity/spool feet inners feet meters WCSM 9.r3-30M-U 100 30 WCSM 38112-ISM-U 50 15 ee WCSM 13/4-30M-U 100 30 WCSM 51116-12M-U 40 12 WCSM /9/6.30M-U 100 30 WCSM 68122-25M-U 80 25 WCSM 28/9-20M-U 65 20 WCSM 90/30-ISM-U 50 15 •-unconwwCsv not umea o•caf ce-W,ed WCSM120/40-ISM-U 50 15 Ordering information Raychem WCSM tubing is designed so Standard saes are slsc available uncoated Related product information that only a few saes are required to fat m spooled lengths Uncoated cut lengths Price rest.PS 396 W S only) virtually all common Cable sizes To order. are available upon Ieouest Consult your last reports EDR 5049.EDR 5139 simply spent'the type,size.length and local Raychem field sales engineer or Materials Spec FIT 1507 whether you need coated or uncoated contact.he factory. Adhesive Spec RT 1050118 tubing Data sheet FCSM(Flame-retardedi Example rYR.Mm IMnVhCfYKe OIMr OuNYY wCsW,IrNNM One ggfMrNf rw IunM'm1OmINOn Or`WC54 WCSM 43/12-225-f RaKnrnm Free saief ba,ce onvinonred Ercrnc ftoe, f t•---- U-Uncoated aodua,unnnulo. � L- S-Adnesrve-sealant coated :+ L (Standard Producq Length(m,I1lmeters) ;7 Size IExpandeo 10/Recovered I !e to mill•.metlts) ' -- Product type Ravehnn Corporation All Information presented hen.ViClut;ing illustrations Is believed to be reliable and In Energy Dirlelen mccordence wrth accepted engineering practice.However.Raychem makes no war- 300 Constitution Drive rantres as to the compleferress of the information Users should evaluate the sul4p4ny Manic Park California 94025 or eachop}oduct for the,r own particular appbCatipn Raychem's only obligations are �` 4151 361 4022 TWk 910 3731728 those set form in the Standard Terms and Conditions 0I$ale 10,this product In no S( case will Raychem be 1.4bie 10,any Incidental,Indirect or conseouential damages arising from tree sale,resale or misuse of the product ' ,renon I1eIe for arethpy bw 1rrrAetgn flaotsn"t We-TMckneee to M' (13 mm) NiWar Bus Mr►lblt th Tubing a" ow Dsrnelar TNtq siess bletmae e111,17 Mn00e1od bohft mm uncomea 1 25 FCSM StI 6 1 - 2 2550 FCSM 6Y22 2 b0 FCSM 66ri? 2%3 II075 FCSM 120140 21,1.3 W75 FCSM OW30 _ 3M-6 11101125 FCSM 177&3 4 - 5 70P125 FCSM 120i40 6 t50 FCSM 177/63 Dnmlelons for pn/47oaled tubing Tubing Diameter waft Thickness, Minimum Maximum NDM" 111101 rlM Pert ExPeadeci Recovemd EXPrmasd racovared Mandera Cut Lergft 7{lm0er Inch mm lfteh mm kCh mm blob "NO broh rnrrt FCSM 672 24 f .07 2 .025 0.6 .070 7.8 4,48 100, 12W ,CSM 9(3 .36 9 12 3 030 0.8 .070 7.0 4,48 100, 12M _ FCSM 1314 .51 73 16 4 _ 030 us .090 24 6,48 150, 12W FCSM 1916 75 19 .24 a .030 0.6 .090 24 6,9, 12.48 150. 225,300. 1200 FCSM 2WS 1 1 28 .35 9 .040 1.0 120 3.0 F 9, 12 48 150.225, 300. 12W FCSM W12 1.5 38 47 72 050 7.3 .180 4.1 9,12 48 225.300. 7200 FCSM 51116 2.0 51 63 16 .050 1.3 160 47 9. 12.48 225 300, 7200 FCSM 68f22 2.6 68 ' .87 22 0b0 7.3 .160 47 12.48 300. 1200 FCSM 9W30 3.5 90 110 30 .050 7.3 ,w 47 12.46 300, 7200 FCSM 120440 47 120 1.57 40 050 1.3 .170 4.2 10.48 450. 12W FCSM 177163 TO 777 2.50 63 .055 1.3 .190 4.2 24,48 800. 1200 Dlmemwits for uncoated, spooled tubing Ouanlnyf5pool Ouerltlg40" Pon Humber Feet "stem Pert Number Fee, YpIsn FCSM&2.30M-U 100 30 FCSM$1116.12biU 40 12 FCSM 95.3014-U 100 30 FCSM 6M-25M-U 90 25 FCSM 19/6.30M-U 10C 30 FCSM OM 15e4-U i'J 15 FCSM 2819.20fA-1.1 65 20 FCSM 120140.15M-1.) 50 75 FCSM 38'12-1WU 5(i 75 FCSM 177/63-W" 30 10 Disc lcm e.,J Null thrckneaS are Same a$Specified above for coated lubng Ordering Intonnalwn TO order cw lengths epKrty the type. s2a. lsngf�Ile whether ydu need leafed w un- WOW lubn9 SWcitt spooled. unC0aie0 Uncoated cut lerl9tns are available,porn tupdn9 worn pan number tram Irbil,abom !aotlest FCSM 30,12 - 225 - 5 Tlelerd Prtidud Information 1T TW Rettons FOR 5133.EDR 5134, TC U- U md0aled EDP 514, I S- Adheswe-NWnt coaled(Standaro FrWocil Price Lot PS rupp 1 L-Length lmllAm►N!s,� -Sao(EkpanOeo i DJR*comrw I.D. in mstnmeers) ProOucl Type 1f}} IMyctwm Corporalbn i As nr0,manw prowled here.nckbtg eussels"is buego to be feaabe and on scowdL 7 Envoy D1vWun enp N•rrn accolow wvowvnq pracwt Nowemr. Raychem makes nor=arrenaes as so Its t+1 300 Conatnwwn Dews eontdelsness of No O*wreew us"ahould evaWw th.waabrery Of too..procawl b Meng Pam Ceinoru 94M Ileir own p,arncula,app4callon MycMm's orgy 00,19enOn1 we t71ow aw bnh in M aw 1 415)361 4022 TW x 010 373 1728 dan7 Terms enc Corrdmons of Sole for Ica PrOOlc7 In n0 caw wa,Raychem be slope to,any 4ncrdd9ll ndrrect, or Owssolw7ber dMnars;encamp mom Ire a" reaae,or aaluae of 11M procucr 6 •Raychem WCSM Heavy Wall Tubing Rugged heavy-wan WCSM tubing is Selluml-coaled WCSM has oven qualified superior insulation designed for use where maximum reha- to the following specifications UL listed WCSM tubing provides splice insulation bdlty.product penorr .ance,sno simplified to Standard 466D.certified to CSA 022.2 thickness et to or g,vater than installation are redulreo lot insulating No 65 ANSI C119 1,Sec 3.3.and Western standard wife insulation manufactured to and sealing electnca-connections on Underground Guide 2.5. NEMA or fCEA specifications. solid dielectrIS cable WCSM tubing is also used 'or applications such as rem- Complete Installation In minutes Wide application range slating the oversheath on muh�.pnductot Installation reduires no special skills Meat-ahrinkaoBily enables a minimum Cables and protecting load sheath from When Mated.WCSM tubing shrinks Quickly number of parts to cover a wide diameter corrosion to insulate and encapsulale electrical range Connections.While the tubing is shrinking, WCSM hest-shrinkable tubing is ideally the internal coating mats and flows to Environmental sealing suited for URD.submersible or direct- environmentally seal the connection Coated WCSM tubing prcndesa complete buried installation,or wherever maximum moisture-and din-proof seal The tMrmo- mechanical protection Is reoulred in an Aigh abrasion and corrosion resistance plastic idnesive-sealenl wilt adhere to electrical msulalion system WCSM tubing WCSM tubing withstands mechanical and all common insulation materials mcluotng can be used for aciphCahon up to 1000V, direct-burial abuse lot increased product XLPE,PVC,neoprene.hypafo,l and EPR, 90-C rating fUL listed to SOOV,75°C and reliability In addition,WCSM tubing and to most metals including lead. CSA candied to 6001, 9VCi WCSM is nor- cannot unravel or fey aluminum antl steel. malty supplied precoated with thermoWstic adhesive-sealant FL Uste- Candied t r it t t f( 113k3 cKETLRWST i1D JdOcfL )7>S666FIE�IIt 1 '^ > �}6kl' O STEEL. .y tT3 4l M76LL5 .. T, 1Y6�A11S 6 1b6 K 0 7f061.1L9QP1O 6 Skl L fA K111S M'1.GM as. m 1906"-a DAM Fl• SEOM *1 WICLW5 WA, s-0. 31 \ �SIeF 5! 3k3'�5 ,-1 e1L WL.6Sc L le-on.re x av'• oy x OO 00 00 w �e -yc �Kt Mros. YaT.ee►J Las OP'kA^k COARS QC owso. cE VAULT `+ Paclhc Inwnotl n l Pipe { Engln mp, Inc 6' $" It 11'-2" ><7'-2" .elw» TKo ne wnn Pnpton 1lecome,4+5..6666.(5fe111e1 623,7712•(Rent*Al 2S5-IS21 a Pepe 41.0 _e jGrjff�nVjoProducts Co. • .r 1 1 1 �� r Griffin Ductile Iron Pipe is a product which has unique and desirable capabilities This pipe. combining the physical strength of mild Steei with the bngevity of gray iron. also has the ability to lend under stress. making it less vulnerable to abnormal conditions under which other pipe materials may fad Ductile iron is made by a metallurgical process which involves the addition of `! ) magnesium into molten iron While the basic composition of the Iron remains > 1 unaltered the flake graphite Structure becomes nodular the tensile strength is Increased to that of mild steel, but above all. the metal is now"DUCTILE ' Griffin Ductile Iron Pipe is centrifugally cast in water-cooled metal molds Rigid y process control is exercised throughout the manufacturing cycle Casting is followed by heat treatment in a continuous annealing oven after which the pipe Gr•y iron Metal Structure passes through the various finishing operations which include hydrostatic testing, cleaning, cement lining, coating and inspection The extra strength and toughness of ductile iron offers a great margin of safety against service ladures due to ground movement and beam stresses, and provides vastly Increased resistance to breakage caused by rough handling during • e • transportation and installation. • EK © • 4 Ductile Iron Metal$Iru[ture v Long Life—corrosion resistance [asy Topping and Field Cutting equal to or better than that of —Sharp, clean. strong threads are gray Iron easily made in Griffin Ductile Iron Pipe, using stancNrd tapping tools. Greater Flow Capatlty— even while the main is under oversized inside diameter a,'d high pressure flow coeffioent Griffin Ductile Iron Pipe may be cut in Strength,Ductility and the field with milling type or saw 7bughneo--capable of cutters and assembled with standard withstanding high internal pressures fittings. —heavy external loading—excellent resistance to impact and shock High T•rese weelMUNP46 M+voc&Wwh Coimlwn Minimum PAysical OuaMtim grade 60-4240 iron tensile strength 60.000 psi yield strength:42,000 pa elongation 1096 2 Griffin Pipe Products Co Pipe shall be ductile iron manufactured in accordance with me—quirements of ANSUAWV.A CISt1A21 51 Push-onjomts and mechanical joints Or such pipe shall be in accordance with ANS./AW WA C111/A21.11. Pipe shalt be G1"n Or equal. Pipe thickness shall be designed in accordance with ANSIIAW WA 050 AD.50 and shall be based on laying conditions and internal pressure as specified in the project plans Fittings shall be ductile iron and in accordance with the requver^ents of either ANSIIAWWA C153/A21.53 or ANSI/AWWA CIIO/A21.10. Mecharcaljprtts shall. conform to ANSVAW WA CIR/A21.If Fittings shall be Griffin or equal Pipe and fittings shall have cement mortar lining and seal coarrg where applicable, in accordance with ANSI/AWWA C104/A214. Epoxy linings and coatings are available upon special order Details are available from regional sales offices. Griffin ductile iron pipe is furnished in either 18 It or 20 It nominal lengths A* reserve the right to furnish a limited number of shorter lengths as permitted by ANSI/AWWA CISI/A21.51. We will always ship not less than the required footage on the order We also reserve the right t0 ship a total footage of more than the Order quantity so as to allow the use Of full length pipe without cutting. If any length Of pipe must be furnished with an exact laying length. Such requirement must be specified at time of order. Most soils encountered in the construction of underground ductile iron pipe fines d0 not cause Corrosion of any magnitude There are. however, some sods that are corrosive and can cause problems Fortunately remedies do exist Sod surveys can be conducted by our product engineers to determine whether or not corrosive soils are to be expected in the area of excavation Poyethylene encasement is easily accomplished it required Recommended Polyethylene Polyethylene encasement is a proven method of protecting cast iron and ductile Flat Tube Width by Pipe Ate iron pipe In areas of severely corrosive soil. The protection is provided by isolating the pipe from the corrosive environment. A completely air and watertight NW"^ai enclosure is not necessaryP 5:• c r run.wain—incn« loco« luynN su•1 The dielectric capability of polyethylene also provides shielding against stray direst 16 current at most levels encountered in the field • TO e 24 10 Eight I8I mil thick polyethylene tube is furnished in the flat tube widths listed at 12 X the right. 14 34 1• JT More detailed information on polyethylene encasement is available upon request. 70 46 Both material and installation procedures are specified in ANSUAWWA-005iA21 5 R4 S4 a __�.-....� rSrif}in Pipe Products Co. M�)ti��rfM�N14���A��•`�aA11')'�/►\TA »i w+�.�1b1VilMMEI(�'^!MS���`7�R�+r^ The Super Bell-Titejoint is simplicity itself This single rubber sealing type Join employs a circular rubber gasket assuring a tight, permanent seal. This "push-on' type Joint is simple to assemble and fast to install Eliminates SEAL Set/Et EDGE the need for bolts. nuts and glands The rubber gasket fits the inside contour of the bell which seats the asgasket The plain end of pipe is slightly beveled to further ease assembly Super Bell-Tite pipe is highly recommended wherever there is a need for an easily assembled tight Joint for ductile iron pressure pipe It is particularly well suited for water or other liquid service. providing an almost bottle tight environment The Super Bell•Tite Joint is Underwriters GASKET Laboratories. Inc.. approved. TM The pled plain + r end ie Super ease pipe e Thefur gasket bA-eed to is ie its sse m i t2 wrzh The eMktt when-CUt DIDe is aeSC t end When necessary[0 fieWKut pipe.[h!Cut end may a easily conditioned to readdy acceptine"A joint Smpfy taper the outside cur.end of sBT joint pipe about;k' back.at an NVe aPprGii- mateiy 30 degrees witn the center.ele of Pipe This is cone easily with a coarse file Of Port- . acve gnndC The operation removes Sharp M rough edges which Could injure the gasket. an. Qwres proper assembty i I Thotoaghly clean out the bek Z stush-coac gasket retaining 3 insert gasket with sdb face 4 Re lase gasket and press Remove ail foreign matte will. ygrdove and inner shoulder with towaai mstarw Use one harm to remaining ow filmy up into mud.Ke or excess tar super Bell-Tite Lubncant hold a loop in the gasket the isibncaled groove other t0 tuck the remaining portion into its groove v I + Y 5 Puil gasket forward against the b Ciean the Piam end of the pipe 7 Place palm end in the compan. 8 Check the Ss$emby—meP" bell lip--tO De sure the gasket is and grind or file Sharp edges on oell and provide redscinaby is completely assemb"when the Compwtety Stated—and apWy a which might damage the gaikH straight alynment Push ppe Snipe ii no IDe to visible oeriec- gtr�l�Ous ccdhng of iubocant to LuD^c"t may De dpplie'd to the sVa,ght home with the aid or a Ddri shOub lK Idkln ifRrjprK m tole exposed gasket surface beveie"i nose bar Or more powerful means a'j,^ ;e9 'r'4__drif6n_r a Products Co. Mechanical Joint is a time-saving Uncomplic ned and effective. this easily lnstaety Joint that insures permanent Joint comprises a gland. long-term trbuble-tree performance gasket and bolts it requires little mechanical sk0:to install, and is unusually easy to assemble No Special tools are required for BMrs installation other than a standard l ratchet wrench When properly installed, thlsJoint will maintain a perfect seal indefinitely without • further maintenance • Mechanical Joist is recommended lot any gas, water or other fluid serve using ductile iron pipe. particularly where many connections are required Parts are interchangeable The plain end of Mechanical Joint c a+n { pipe has the same outside diameter as Super Bell-Tice' pipe, or other pusnon pipe As a result it can be fitted into such Jotnts in the field merely by beveling the plain end 1 � � r I Clean both bell ana plain ena thorougr..!y 1 Luc a!r gasket with Super Be. '._ 3 Slip gasket into position—aswie hrn seat. Theprrc area must be tree of d,•t lubniart to astute a tigntlo,nt mg jn the bell i 4 When gland s in pbsinor.insert boils and 5 Tighten ism to the normal range of bolt 6 A proper)twu 6 acoonipir i by Partiallypartially tighten .in fingers taque i75 90 ft pounds)wnae marrttammg tightening the bottom brut lis- tnen the top gi�a a�a the atery face of thee socket between the me b� �tnin bolts a( miter'nw s AMC finally ss Ate"i ^9 kepealt all bdti are within the apprq" 'te range of torque Griffin f tix Products Co.� s f an �•t•77utrraE7•:in7��:•7�ustE�ft=�uE�� r�' #-k=•rY�I:L7 t:7 ;.):.Ql::•IiFI♦� •rL=L1777771t7•.'•#•Ti>Ei♦!+i={f� MINION #- Fi:�=F.7177111nT.tiQli1♦->♦ d'7�t.H•>iF n7711 111:E3Q7a7t->•ni wL�iim�[7�:��i� QLf:l 111-Iry 110110111 AN SQl}3�• n1L'3•itl''�4�-� VISION n7-�•rN r:.)�f�ii•YZ�-��.�>t♦t.�i.�'i# E:![ZE7E7Et31•f=�� E �7777n7�sc>s7•s_��iz777�>.77 M u• 4111 i777�•rlarsE[t7777�7ik7auE>• �t>•777[:� � .#•Lti)lf@1=#III >•771:1 •�->•� '•>E� 1111110 t,•177nNSQS ,- 77n: r� t77777irt��tia�7u777�. 7�t.I i7n7-am-i# �ti•�n77r7uii. >.77ur,•>Eu• ' Illllk1110101 lll 7777un►tr�s�r>•7EKr� uuir# • t •Lk11101tL•1 Fi )♦il 5K1C.311110F# '. _ •) 7F-• •• -7777k1♦iFYk777Q� L}�Yi :i77i>•iYYn7iElnfr :•iYi �4'. 7 ! 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Zfti.D=�fts.F'3fEFF�yI •�fFY etiaitzExt�[:�aoEt f>Er mrs[��[�iallr�a�[zaea�[itEat �a� z�a>tra FZ•tF�I;Ff!'kX��l��•Ti!•�1l�IIIlE3F:M}i •II•lil-f dt7-fQl�k2'1:34:•i[� i. .iFE- %t:�.�Ff � itkfII=2l�'I•S'�fI1Hf[i• IC=F :��1�� .:liFf Fitkft�(t{f!<Ei•�• Y.fi•H•'fiRCF� x f itF • tPilfi9 6lFFfilYiEf! �.fikf •S.b'fd=Td�itLfk}q.�. ��E� }:•fPi[: YE• 1•I•>fYi'f�lfi.atfQ•T_• ?=L Y�.�xc;sr�.:a><�:• �]-ffQ��FfQ'iijowf • i lt'Yt1Q'.}:. f 3i•!-1�itl-`.�kSaWK?OMIN 4}. {�TiEYb:•i•}'. 7�➢C!•W-UNIlk!•bf11f04bmbf 3•;�il:•Q'Y].i '..TtiY 9�3C1�71�!-SiltlU I-swiISFm Yt�!Q'ib:•ffYi' :• 7L�.Y•f!Z!•�Q.IIfFFtQ}[:61 FYI•sassy;- ;l7lsw�Iumma*7kim QC1�:Ff FZ�[.si•t i:itk }I•ffFal9tSQfQIrm Lf�=�iI•H�OFC{ �7'a ty�.��tI• � YIIC•i�ZiQ•1fFfiF'� Ziift'k kftZEif1E•.>fY ibwww-K�%WK fiPa FLY�ftbt4ftLtk F:iFlgYltit �'•7fi1Fe� I-K a '• 7�!lYSlt �' Y••�•1• F 7.}r•Q' •:=.I3.17�Y.�ibyQ•ilfii•1QYiiF1• it%.Q'kf?Ei•SL:•!I':T�9sV. i1•i zQk:�id•1Q:i 1 FYa:>E:-I.rir �.••1�a�u���y�u+L�Ea•»Jln• F1a�•Tiff.2:•ir7LII•=+i•bi•�s'/llla�eQF i!•Ai1fL�f il1QI•:�=ra Fl!•.• .-1 -u•.1!}:• C�s�e�ii•ii .flfc•)Fx:,:•T♦o-a t i�lfki�� �i<v.���� �it�s�a FII�4fl•?1'• 1E'.•fbl':�fsII'}31Q'?b 411F7iF;-�A1 • Fi}S iF $.'•�•}'. fsi8?iiFkbb 'L1F7F#vii•1• !iE't�?F'• if.'•lI9i4=7�.!'iEtt/FA.:�E•)FJCSIiP7 IIZ• :•1•�Ti�itj�b9TiEllSr.�'i6x117F II•�'1�lFx.Pbil•1 FS• ��•�ittliF ElF��� r� Q. The success of a pipe product is due not only to its material composition but also to its proper design.The design must consider and respond to marry adverse influences The primary design considerations for ductile iron pipe are as follows Trench Load The consideration includes the basic static earth load, the dynam.c truck load together with the force Of the resulting impact upon pipe structure. To resist this ntlluence a design ring bending stress of 48.000 psi is utioed Internal Pressure Here the concern is with the intended working pressure of the pipeline togethef with an additional surge allowance of 100 psi These Values compine to provide the required design standard In response to this requirement. a yield strength of 42.000 psi is utdvM Laying Conditions Once the above criteria has been determined, it is necessary to decide on how the pipeline shalt be bedded and backfilled to the field. There are five standard methods each offering its particular design value.. The above is intended to provide a gtneral understanding of the design environment of an underground pressure pipe product. Detailed information is available by referring to the latest AMERtCAN NATIONAL STANDARD for the THICKNESS DESIGN of DUCTILE IRON PIPE GRIFFIN Regional Product Engineers are available for consultation regarding unusual desgn or installation problems. Standard Laying Conditions cnitl9 Co tlons Description Type 1 ;• Flat-bottom trench 1 Loose backfill Type 2 Flat-bottom trench 1 Backf6l lightl,. consolidated to centerline of pipe Type; Pipe bedded in 4-in minimum loose sod tt Backfill lightly consolidated to top of pipe Type 4 t� Pipe bedded in sand. gravel or crushed store to depth of 1l8 pipe diameter. 4-in. minimum Backfill compacted to top of pipe. (Approximately 8096 Standard Proctot. ' AASHO T-99.� Type 5 Pipe bedded in compacted granular material to centerline of pipe. Compacted granufar of selecttt material to top of pipe (Approximately, 90%Stindarrl Proctor. AASHO T-99( t"F1ar-0ot[o4T,"rs defused as uNkstu w ea" "'Loose so or select marenar' %do-need as native son excavateo from me trench free of rats. foregn mater,sa and frozen earth $ (irifffn Pine Pfnrlf tr"rn - Row ei Tym,�mm®m +�•ti:r--ru— Pl�r—',�IiI,_ff(;,ice �'tip Ti(:4 •i�•eF�42i 1'=•1�1 �iil•:Iril•1� —lay Ims t•1• I•Irr�Fi.1��•;300�tt.• :�[r:•17 Sc 025 �•tk Fi•� � 7i + • !'1!•1• 4'. �[•:��}mil} •°4i •Irk r�fiF'�, r, �F2� 4 027 • rEI1��Fiv y • k Fi• '- 1�-Y ••��r�•�� +, ;0 :�� 50 / ARL 035 rr F11•� yf[�•� liiiT �3i 47 12 t •ltFP�!? F ice•?>!i_� t • Il>•E} 60 � 5 a ., fj � "14f kZI� 1.?� �i ��1�'!I�bii1!'7a t�:E tL'•rrrEFi�if ki�'rl�! -tom :!�•ZFi�H•�rl•ti�Fi�iA + 42 t1+�y_ y�l•• ,c 3 tl0 • yam,� } �:� E047 284 46 rl Bit •. �;' r20U 4z5 3W W41 4 40 Griffin Pipe-ProdLiCU C6. •w iW+v4y....! ../IYar.a✓Yt�.M+•...A�1...I a. ._`war.4NwR. k��d.f.xrLN-.s.1 ...Yi: •. ', a.a.> .n.r Pipe Thtckn tisses Required for Different Tap Sizes as per AWWA C800 Bf-1 for Standard Corporation Stop Threads" with Two. Three. and Four Full Thireads Th is i 8lY�•r5=• f =r rY . , .rk=•t u•= a��t•� f ��r� i ,rc� �•rr 2 Ole #I�•pc •rp�,r� • •Y4 if•r, r:=•rim L�r° Li�Z!=Z!� s A , � 20 "7 rr�tt�•t� �lrri�i • �4fr=r�=Y •1.1•=•E�� 4:f • .• Pipe TMOMSses Required for Oifterent Tap Sizes as per AWWA :. Two. Three- and cour Fill Threads Tap S�m Thm >�•r��Y •Y=Ft• a •Yk7�Y;�•bY 7�•ri� •rra�trki�•� .tit•��s� 10 �� rF�rtrti itrs ;Lr . t as i .4 028 iat ta,ar— �:r • ''=a���Fi t �1'�1'-mil' •>• Uft Ulm 18 ais:rt a wit,; a Iw v N �z . �Yu l�ikT�•Yk>�•lY 3:'�•Y=•rf�L• !' �.�Lf� Griffin i . \ ' Products I Y' y • µµ� sues,Seri lne Joint c�Y C1111 nnuiol Joint gf� The Super Sell-Titelf and fvlechdn)cal Jams act as insulators a Therefore.means must be provded tc conduct electricity where electrical thawing.cathodic protection or a pM IM M grounding system is required Griffin otters several methods copper conductvity straps and bronze wedges Airmi, 1 for Super Sell-Trite, lead tipped oasker-.and copper conductivity straps for mechanical joints. Minorities 11eeee4 trY-TNPeo Rubber So" rww..q0 tlwsu,rsiso rco-iFwv.+•spin>u. nYee•n ar s,w v^pur^q xp yle'r 4'r4'M K,.M a fKC. Griffin 14' through 24" ductile Iron pipe with Super Sell-TRP Joints cast to standard dimensions Can be deflected _ approximatey three degrees When greater detections are needed for long-radws curves, grade changes or avoiding various obstacles.Griffin Pipe Products Company car, provide.at extra cost. specially machined Super Sell-rite Delteotion Deflection Per socket in sires 14' through 24' which will permit Pipe Sue Angle, 20-h Length of Pp deflection%of five degrees Standard Griffin ductile iron inches degrees inches Super Ben-rite pipe in sizes 3' through 12' can be deflected 14 5 _ 21 five degrees without specially machned sockets 15 5 21 18 5 21 Griffin Super Ben-TiteJoint assembly is easiest when the bell 20 5 21 anC spigot are aligned After assembly. the pint can DC 24 - 5 21 deflected up to the five degree limit !I Griffin s factory welded-on bosses provide economical flanged outlets at arvv location alonithe pipe barrel Special fittings can be eliminated Pipe Size Side Outlet Size • 1ll„ A- 18" 4„ we". 20" 4•,6 ,or 8' 24" 4",8",of 8" Pipe thickness Class 54 or greater is required. Location of boss as specified by customer may be within the range of 1h ft from the bell end to 4 h from the spigot end o the Ductile iron boss for ASA 125 a flanges. pipe Furnished with or without Cement mortar lining. Pressure rating 250 psi maximum Field cutting is not recommended For further ofcrm ton ask fa,the sales representarrw or the Griffin Punt nearest you Cwnca Bluffs lows 5150t a 2601 Ninth N,ertue•7121325-SW Florence New Jerzy OBSIS 4 IIM WtSt Front street a 6091499.1400 Lynchburg Virginia 24505•^owns St'Upper Basin.Box 7401 W11845-8021 12 Griffin Pipe Prodt3tts Co, e'OK.4nMYe sup McMaaef ....bt .................................................'Ma0 ,ass, aoiaq .o uo ague �suual Iowa Latest Improv Corey Type Fire Hydrants are de- signed and built for many ng years rugged service, easy operation, and maximum water delivery. Their advanced de- sign assures minimum friction losses, positive drainage, and easier maintenance. Their sound construction equels or ex- ceeds specifications of the American Water Works Association in every particular. The large barrel has thick walls of high strength cast von. Stem,arm pins and gate pins are of Everdur bronze. All other bronze parts are of high strength bronze. 1 As the hydrant iE opened, the main valve, fitted with a spe- cially compounded valve rubber, is moved from its seat by two operating arms of strong cast iron. Stress on the stem is eliminated due to the special design of the Iowa hydrant. The operating arms provide solid support between the back of the hydrant and the main valve through the upper and lower stem nuts. These stem nuts are engaged in a groove cast in the back of the hydrant and travel up and down as the operating nut is turned. Four full turns of the operating nut providesan opening equal t to the area of the valve opening. When the hydrant is opened all the wav, the main valve is moved back entirely out of the i waterway, and delivers a solid stream of water the full size of the valve opening. The main valve is moved rapidly toward its seat with the firs: S few turns of the operating nut as the valve is closed. The S i movement of the valve is slowed as closing of the hydrant t I O continues, providing a sure and gradual seating of the main valve and eliminating any chance of water '..- miner. 3t)Yd 81H1 d O31NI NO1110N��:��M���1}�}��{{�lfjj�tlP�1Q�1�2���t1ftiY1 at the bottom of the hydrant opens and lets water remaining i in the hydrant drain out. The drain valve consists ofVARe - I owa,aiaa barrel with a tapered seat and a cup-shaped rubber desigBfd ' to assure positive closing of the drain when the hydrant is r open. When the hydr��c&}g, d, the rubber is out o 0e_ s.y �..� ooc.w•VVt with its seet?setttthr+aect►'retr'Yi+e rubber is thus kept .oaw..a.or.iH"A ..'" o a.• .oa• +so aaw the h dram the first 'a..aror N..�Kja a solute mi-maum" 06110" fi 7e p F e rain .ON aoitoton0 °Noi `o1aa� Ja111 s>taov.�+�lvmotevas astis§wne automaticall z qwa /o! NVeflafm •OWA FIRE NVORANT� PARTS _ _ ►ARTS LIST Pot No. Pnrl Ausibeir uired hl nr.rinl r 1 I Operating rut and RI Cant iron e,d t ! Dome mng imp bronze 3 Dome bolt I Cent iron 4 Pape ping I Steel —f4 Bronse �it!niqj�°% I Cut iron �a �•� s!` �---1 S E�box(o8ower 1 C bralN M \• T Follower bolk ! Steel—outs bronze 4 f Q —f 9 8 ul6n$box t s Lubricntwi w of puking ring 1 BroAre uw _I _Bronre y y� 11 Head 1 e lino f 12 Bad bolts toll nub I Steel 13 Head gasket I 14 Pumper Doak 1 Bronse —» ld Pumper seek aD 1 Cut iron .�•� �-----n _ a ----TI le Hasnne.k , If li� * I 18 How Ntrssis dutio p 1 BN cast�n 1 • U l9 Sited pipe Oteell I Cast iron tN U Il90A Stand pipe.best Raasa 1 (let iron „ a I if ;�1T -- tie- _ 1 Bteet » \ _ !I Flaeu bops sod ouY a el __ .--- M IS DID Diang RauuemboltskmtY Steel ,e ,t —u N !1 DrinkoAotunnpggTre I E I Cast iron Ai » ( ffi seket Cast iron » " ®/U ffiA BraTi pup Roket I OI R3 Extension pueee I Cant iron s \ � 11 ffiA Extension Oran, break Cost iron �� Ba Coupling model s, \��..J// 24 Top stem and pin 1 Brook H "r 15 Top a op nut_ __ 1 Brouse M e� 't.J !b ffpprr nperalin srm >' A U 27 Operating arm pine and S Cut won —'u to P Everdur bronze M II 11 ' !8 Tb ereadrd stem a iT 21'--'"'Y ),' _ _ 1 tgainkrw steel e. 41 1 • F,vrrdur bronze 30 (:onnnrtiog link I Bronte h f 31 Connecting link pin, R Bverdur bronar o ® 32 Gets,ap screw lu d out 1 Cst iron—ylaiokr �•sis !3 I 93 Gate pins S Evrrdur beonse 46 Y 44 ,�,�-• 84 Maio vale i ub Rubberr 22 88 Gate wuber iron �— Hsi Cotter pine for sate ! Braes 87 1,ower operating arm I Cut iron as Bottom stem nut 1 Bronse 11• 89 Bottom,tut neap,tod I Csat iroo—Bronse drain barrel _40_ Drain tape kdder I Bronse ,--� • R Assssbiles 41 Drain valve lifter atom 1 Bronse 42 Drain valve lifter I Bronze Consisting of Paris + 43 Drain valve lifter E ji& 1 Bronse pA Hldraot 24 thru 46, brit ® 44 Drain vales washer / Bronse 11A �'1•A�1olWrlo not Pot 39 «� 45 Drain ru�'wrr valve 1 Aubbor 46 Drain valve litter 1 Bronse M ,' Valve Assembly to tbru 48—_ T JI wader out _ __ • - r Xleapt Of hydrant,whiob repairs 4. - 19,21,!!still!!Ow blank►kings Nyslawt hwva a sYgfx A.Ses MP 19. 14 'SP*d$Y`604b,PwA'nunbV• ond-site of-writ "Iv ,gpogyrg soinrr fig. .� tv WT,JLESA LE E�EEI..[ O.LLwG SVMUES 4m v) w ,.M .rD v.yn AG�Ja sp JtA, OR;� Rfc£�L�sT�o • O STANDARD WEIGHT STEEL PIPE ELECTRIC RESISTANT WELD ASTM A-120, SCHEDULE 40 GALVANIZED PIPE POUNDS PIECES FEET SIZE PER FOOT PER LIFT PER LIFT V2" .8510 120 2520 3/4" 1.1318 84 1764 1" 1.68011 60 1260 1-1/4" 2.280P 42 882 1-1/2" 2.7301t 36 756 2" 3.680# 26 546 2-1/2" 5,6201t 18 378 3" 7.620t 14 ' 294 3-1/2" 9.200# I� 231 4" 10.8900 10 210 July 1984 PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR U $ MUNICI►AL BUILDING 200 MILL AVE. SO. RENTON,WASH.99055 1% a 206 235.2569 O,grFO SEPtE�O�P BARBARA Y, SHINPOCH MAYOR August 5, 1986 STATE OF WASHINGTON Department of Transportation 1315 N.W. Mall Issaquah, Washington 98027 Attention: A. W. Carter Subject: Wells Ave. Bridge Contract File No. 3115 Dear Mr. Carter: Attached herewith are the submittals for the watermain installation on Wells Avenue Bridge as sent to us. The first submittal is for 6" and 8" Class 52 Ductile Iron Pipe. The joint called out is Tyton Joint. It should be noted that this joint is only used on U.S. Pipe and Pacific States manufactured pipe. It is my understanding that they have already used Griffin Pipe. Your cut sheet for flange fittings and mechanical joint fittings, is approved. The submittal for M 6 H Gate Valves, and Dresser 450 Butterfly Valves, is approved. The fire hydrant specification is not approved. The hydrant shall be a Corey style fire hydrant. The Rich Valve Boxes are approved. The steel pipe submittal by RJB Wholesale is presently not approved because there is no statement these fittings are galvanized. Also there was a submittal titled "Procedure for Assembling Mechanical Lock Joint Pipe." This is not approved because we are not sure what exactly is being approved. Is this for 18" and 24" pipe, and if so, what kind of pipe and who is the manufacturer? Another item which needs Lo be submitted on is for Water Valve Vault, to include ring and cover, which is a pre-cast vault. A. W. Carter August, 5, 1986 Page Two In closing, if you could resubmit for the fire hydrant, galvanized pipe, water valve vault (including ring and cover), and for the 18" and 24" Class 53 Ductile Iron Restrained Joint Pipe (Specifications call out U.S. Pipe TR-FLEX) , it would be appreciated. If you have any questions, please contact Ron Olsen, Utility Engineer, City of Renton, at 235-2631. Very truly yours, Richard C. Houghton Public Works Director RLO:mf Attachment DAVID ,t. MOWAT COMPANY General Contractors LU U U H •WUIAU MIL f.0 Box1201 BELLEVUE, WASHINGTON 98009 rOwTa Jet NO Phone 747.7393 I T _ J_1-86 wrtaHnoi, TO Ron Olsen ea 200 Mill Ave. S. Wells Ave. Bridge Replacement Renton, WA 98055 Contract No. 3115 WE ARE BENDING YOU f l Attached Cl Under separate cover via_— tM lollowkig Rom: ❑Shop drawings fl Prints �-1 Plans fl Samples n speaftations ❑Copy of letter ❑Change ordp: El - -- -- Cr)Ma OwT! MO OlmC„MT1ON l tocedure-for assembling mechanical lock joint ¢ t 0D I li0f N001Si&N0 TNIs , IS IT Fog 7�e��L_tL ;-:;, tee,:, p 8 ANa Z9 I IPA? pal0 I Si V)►�"T Vii"o or PIP- ►11-afFACi41(2 !JUL, T 19P6 THESE ARE TRANSMITTED as checked below: 11 For approval ! I Approved as submitted I I Resubmit copies for approval 17 For your use I 1 Approved as noted t I Submit _._ .copies for distribution ❑As requested I I Returned for corrections 1 I Return _. _ .corrected prints Cl For review and comment 11 17.1 FORBIDS DUE _________.___..�.___ - 19 - 1.1 PRINTS RETURNED AFTER LOAN 7O US REMARKS CAA Sp6uF,Cbr10A6 kte 1477,iC14£0 COPYTO SIGNED:_'-(7/([///-/)t(J�t. 1LrA --- If,noiorvn,o,eol a eWaa.",my veto,!r 01 V At V For the purpose of pavmert , the adiustmant of the telemeter'" vault will he considered to U4 a nanhola. The tin,.: contract pri•,a Sect per each for "Adiust Manhole" shall be full vav for adiustinq Lila foll above mentioned telsmeterinq vault to final grade. WATER LINE GRAUE AND ALIGNMENT The second paragraph of section 7- 10. 3(05) of the standard Sec specifications is amended to require a minimum cover of 4A inches over f01 tha top of the pipe except at locations ber.eath the bridqa approach slabs. p1PE INSTALLATION FOR WATER MAINS WAT Section 7-11. 2 of thy standard specifications is supplemented with th= At following: Con Paragraph three of section 9-30. 1A of the standard specifications but la I is amended as follows: equ i2 - Restrained joint pipe shall bePVuS. Pipa, pil-FLmeetin standard d acc thickness, Class 51, or an The Engineer's approval. Ce The first sentence of section 7-11 .3 (13) of the standard 7- specifications is revised to read as follows: Concrete thrust blocking shall be constructed in accordance with the CitY of Renton water Standard Detail as shown it ApF�?ndix A to theso special provisions. Section 7-11. 3( 1u) of the standard specifications is supplemented with AD the followinq: The temporarY 2-inch hlowoff agsomblY shall he constructed as Ex detailed in Appendix A to these special provisions. fi wi Section 7- 11.5(o11 of the standard specifications is supple"nted with of the followin : In All costs incidental to or necessary for furnishing nd installin h ntract pricy per iin `r foot de the 18-inch water mAin in the new wells AvPr-ie bric^Pstfor� shall be includPd in the unit co "Ductile Icon Pipe For Water Main 10 In. Uiamete c r" . Tho th pi th CI WE CITT OF RENTON WELLS AVE. BRIDGE RF.PLA--EMENT 86 86VO0 2 92 ll , r 11 ".`1 . . .0i it Pipe manufactured in accordance with ANSI A21.51 and AWWA C151 under rethod of Design outlined in ANSI A21.50. 6--36" pipe 18 toot nominal laying length. 1�nnC TvT�"I JOINT IS QW3 �-.AkY 00 P4nrtc SWeS A�d rI JOIKITS) Mechanical Joint WI. o Thick Thick-! OD' LSarret Wt. oli Wt. Pa Avg. WL' Wh 01 WI. Ps� `Avq.Wt Slsef ness ness 1 In. Per Ft Bell Lylh.tl Per Fl.to BNI Lylh.t Per Ft.t Clan In, Lb. Lb, Lb. Lb. Lb, Lb. Lb. 51 025 396 69 7 I 165 93 185 92 `Z 3 52 028 3.96 99 7 185 10.3 205 10.2 3 53 0 31 396 10.9 7 205 113 225 11.2 3 54 0.34 3.96 118 7 220 12.2 245 12.2 3 55 037 396 12.8 7 235 13.2 265 13.2 C 56 040 3.96 13.7 7 255 14.1 280 14.0 j51 0.26 480 113 11 215 119 16 220 12.2 52 029 480 12.6 11 240 132 16 245 13.5 53 032 480 13.8 11 260 14.4 16 265 14.7 54 0.35 480 15.0 11 280 15.6 16 285 15.9 55 0 38 480 16.1 11 3W 16.7 16 305 1 T.0 56 041 480 17.3 11 320 179 1 16 325 1 18.2 10 0 50 0�5 6.90 16.0 18 305 17,0 22 310 17.2 51 0. 8 690 17.8 18 340 18.8 22 340 19.0 t�� 0.31 6.90 19-6 18 370 20-6 22 375 20.8 S 6 53 0.34 6.90 214 18 405 22.4 22 405 22.6 Q ` 54 0,37 690 23.2 18 435 24.2 22 440 24.4 55 040 6.90 25.0 18 470 26.0 22 470 262 56 0.43 6.90 26.7 18 Soo 27.7 22 5D5 27.9 50 0.27 9.05 228 26 435 24.2 29 440 24A 130 905 26.2 26 480 26.6 29 485 26.8 ` 33 9.05 27.7 26 525 29.1 29 53C 29.3 53 0.36 905 301 26 570 31.5 29 570 31.7 t 54 0.39 905 32.5 26 610 33.9 29 615 34.1 55 0.42 9.05 348 26 650 362 29 655 36.4 8 . 56 0.45 9.05 372 26 695 38.6 29 700 388 ,1" 029 11.10 301 1 34 575 32.0 39 58U 32.3 j 10 51 032 11.10 332 34 630 35.1 39 635 35.4 O 10 52 0.35 11.10 362 34 685 38 1 39 690 38.4 16 53 038 11 10 392 34 740 41.1 39 745 41.4 10 54 041 11,10 42.1 34 790 440 39 795 44.3 10 55 044 11,10 45.1 34 345 470 39 850 47.3 10 56 047 11 10 48.0 34 900 49.9 39 905 50.2 1f 50 0.31 1320 38.4 43 735 40 8 49 740 41.1 12 51 034 1320 42. 1 43 80o 444 49 805 44.7 12 52 037 1320 456 43 865 48.0 49 870 4, 3 12 53 040 1320 492 1 43 930 516 49 935 51 12 54 043 1320 528 43 995 552 49 1000 55.5 12 55 046 13 20 563 43 1055 587 49 1060 59.0 12 56 0.49 13.20 59.9 43 1120 62.3 49 1125 62.6 tlncludmq bets ca,tWatSd weight of pipe rounded oft the nearest 5)b llncluding belt a.erage weight per toot. based on calculated weight of pipe before raundmg. 'Tolerances of OC of spigot end 3.12 in.e 0 06 in 14-24 tn. -0 05 m, -0 OB m 10 l . . Joint_� � M�chMrkN Janl W!. ofETLeb.lo F -•Ick• Thick- Baof vp. WL t. of .W1. PervWt.Izeneaes 00' Per FLl r Fl.# Ball Lpth.* sr FI.# tn. eu In. in. rr Lb Lb, lb. Lb. lb. 14 50 0.33 15.30 47.5 63 920 51.0 76 930 51.7 14 51 0.36 15.30 51.7 63 995 552 76 1005 55.9 14 52 0.39 153(, 559 63 1070 594 76 1080 601 14 53 042 15.30 60.1 63 1145 63.6 76 1160 64.3 14 54 0.45 1530 64.2 63 1220 67.7 '6 1230 684 14 55 0.48 15.30 684 63 1295 71.9 76 1305 72.6 14 56 0.51 1 1530 72.5 63 1370 76.0 76 1380 76.7 16 50 0.34 17.40 55.8 76 1080 600 93 1095 61.0 16 51 0.37 17.40 606 76 1 i E S 64.8 93 1185 65.8 •1$ 52 0.40 17.40 654 76 12`_i 69.6 93 1270 70.6 16 53 0.43 17.40 70 1 76 '1340 74.3 93 1355 75.3 16 54 046 1 Z40 749 76 1425 79.1 93 1440 80.1 16 55 0.49 17.40 797 76 1510 839 93 1530 84 P 16 56 0 S2 17.40 84.4 76 'SJ5 86.6 93 1610 89.6 16 - 50 035 19-50 64.4 87 1245 69.2 111 1270 70.6 16 51 0.38 19.50 69.8 87 1345 746 111 1365 76.0 16 52 0.41 19.50 75.2 87 1440 80.0 111 1465 81.4 16 53 0 44 19 50 80.6 87 1540 85.4 111 1560 86.8 16 54 047 19.50 B6.0 87 1635 90.8 111 . 1660 92.2 16 55 0 c0 19.50 91.3 87 1730 96.1 111 1755 975 16 56 053 19.50 967 87 1830 101.5 ill 1850 102.9 20_ 50 0.36 21.60 73.5 97 1420 789 131 1455 1 80.8 20 51 0.39 21.60 79 F 97 1530 84.9 131 1560 86.8 20 52 0.42 21.60 855 97 1635 90.9 131 1670 9211 20 53 0.45 21.60 91 5 97 1745 969 131 1780 968 20 54 0.46 21.60 975 97 1850 1029 131 1885 104.8 20 55 0.51 21.60 1034 97 1960 1088 131 1990 110.7 20 56 0.54 2160 1093 97 2065 114 7 131 21CJ 1166 24 50 0.38 1 25.80 92.9 120 1790 99.6 174 1845 t02.6 24 51 0.41 25.80 100.1 120 1920 1068 174 1975 109.8 24 52 044 25.80 107.3 120 2050 114.0 174 2105 117.0 24 53 0.47 25.80 1'-' 4 120 2180 121.1 174 2235 124.1 24 54 0.50 25.80 12' 6 120 2310 128.3 174 2365 131.3 i 24 55 053 25.80 128 8 120 2440 135.5 174 2490 138.5 24 56 0.5F 25 V 135.9 120 2565 142.6 174 2620 145.6 130 50 0.39 32.00 118.5 139 2270 126.2 30 51 043 32.00 130.5 139 2490 136.2 30 52 0.47 3200. 142.5 139 2705 150.2 30 53 0.51 3200 154.4 139 2920 162.1 30 54 0.55 3200. 166.3 139 3130 174.0 30 55 0.59 32,00 178.2 139 3345 185.9 30 56 0.63 3200. 1900. 139 3560 197.7 30 50 0.43 38.30 1565 184 3000 166.7 36 51 0.48 38.30 174.5 1184 3325 184.7 36 52 0.53 38.30 l 1924. 184 3645 l 202.E 36 53 058 3830 t 210,3 184 3970 ; 2205. 36 54 I 0.63 38.30 1 228.1 184 4290 1238.3 36 55 + 0.66 3830 245.9 184 ! 4610 + 2561 t 36 56 0.73 38.30 263.7 184 4930 273.9 i 1 Subsldiory of Tyler Corporation FIT7 ti 6AA►LE St'ECIFICAPON CAST IRON FLANGED FITTINGS shall he made in strict accordance with ANSI'AWWA CI10 and ANT Specihralions 616.1 (12501,) They shall conform to all details and dimensions pubhshed 'hot n Dlmonilens 1*0 ` 01w'ew.weteeA.. T es M►oo Use 7lenn Me"0 A.e11sIs NewAer Mh DIe'n. RC. Iwai o.a. arse_ Thkks 1 ole tts owwW of Se4 Lengto 2 5 4.75 .62 .75 4 k x 2% 3 7.5 6 .7S .75 4 Xx2% 9 7.S .94 .75 1 %x3 6 11 9.5 1.00 .675 1 '/. x 3% 1 13.5 11.75 1.12 .975 B k x 3% O.D. 10 16 14.25 1.19 1.00 12 %x 4 12 19 _/ 1.25 1.00 12 SI x 4 14 21 13.75 1.39 1.125 12 1 sl/" 16 23.5 21.25 1.44 1.125 16 1 x 4% " to 25 22.75 1.56 1.25 16 1% x 5 T 20 27.5 25 1.69 1.25 20 1 x x r 24 32 29.5 1.66 1,375 20 1%x 5 30 39.75 36 2.12 1.375 2B 1%x 6'/1 36 46 42.7S ''2.31 1.625 32 1%x 7 No%: Drilling templates are in multiples of four, so that finings may be {ENDS mode to loco in any quarter. Bolt holes shall straddle the center line. r� A a 114 Ben/(N°) 4/1 Ben/ (45°) 1/16 Bend(22'A°) 1/32 bend(ILK°) F76! L74t6 S-M 5.711 Sim Olwnwstsws MI. she Dl 51" 01' 61e 11". She al.wene awe on. A f A R- .A-- 2 3 4.5 14 2 2.44 2.5 12 2 5.03 2.5 11 2 10.15 2.5 T' S 4 9.5 !16 S 11.42 S !0 S 1.56 S ?0 3 IS.2S S 21 4 4.5 6.5 45 4 4.61 4 40 4 1006 4 40 4 2031 4 40 • • 1 4i • 1.26 9 6S • 15.06 6 66 • 30.6 _S is 1 7 9 106 9 1.44 5.5 90 B 17.62 55 90 1 35.5 5.5 90 11 9 11 I" 1! t1." 6.5 130 1/ 32.62 6.5 : 135 11 4S.69 6.5 135 12 10 12 2" 12 13.25 7.5 195 12 27.67 73 205 12 55.61 7.5 205 14 11.0 14 330 14 12.06 7.5 245 14 29.12 7.6 M 14 11.75 7.S M 16 12.5 13 430 16 13.25 B 315 16 27.62 1 3" 1• $5.81 6 325 11 14 16.1 no � 11 14.5 0.6 275 1/ 30.19 6.6 3" 11 44.94 6.4 US 20 15.5 i6 615 20 16.M 9.S 463 20 35.19 9.5 '506 t10 '71.00 9.5 'WS 24 16.1 n 1016 I u 44.12 to 736 24 17.0 it c�7E6 1.1 30 21.5 25 1735 10 v.7S IS 133S "!0 S7.11 IS - 'L13/S 36 Us U 36" K >IB 11 21% 56 71.M 16 •,ANYIAWWA CIN/A21.14.ANQ/AWWA CIii/AII-11 .,., , s�- 7yle.►I"twunw lf"Ie •►.O.I"mil s 114M,TOAM TWO•FW IItl-6501 ; ,: .^►ram^,.,.w,C_ Tyler pipe,, Subsidiary off I� p i-6' ►� �r,�ro�t� Tyler Corporation SAMPLE SPECIFICA71ON 2 THRU 36 MECHANICAL JOINT FITTINGS shall be grey iron, class 2SO where opplicable. and shall be produced in strict accordance with AWWA Specifications C110-77, CIII-72 and federal Speciflcafions WW-P.421c and shall conform to details and dimensions published therein. JOINT (DIMENSIONS, ACCESSORIES, WEIGHTS DIMENSIONS IN INCHES ::a• A • C D I _O It J K' K' t M N O ► f Y 2 2.50 2.50 3.39 3.50 2.61 28' S 4.75 6.25 6.25 .75 .62 .50 .JI .63 .0 .09 3 3.96 2.50 4,84 4.94 4.06 20' % 6.19 7.69 7.69 .94 .62 .75 .31 .63 .52 .12 d 480 2.50 5.92 6.02 4.90 28' 'A 7.50 9.12 9.12 1.00 .75 ,75 .31 .75 .65 .12 6 6.90 2.50 4.02 8.12 7.00 28' % 9.SO 11.12 11.12 1,06 .0 •711 .31 .7S .70 .12 0 9.05 2.50 10.17 10.27 9.15 28' 'W 11.75 13.37 13 -1 1,12 1.00 .75 .31 .75 ,7S .12 10 11.10 2.50 12.22 12.34 11.20 28' % 14.00 IS-69 15.02 1.19 1.00 .75 .31 .7S ,N .12 12 13.20 2.50 14.32 14.a 13.30 28' , 16.25 17.94 17.88 1.25 1.00 .75 .31 .75 .85 .12 +s 16.30 3.50 16.40 16.64 IS.44 28' % 11111S 20.31 20.25 1.31 1.25 .75 .31 .75 ,„ .12 16 17.40 3.50 18,50 18.64 17.54 28' 'A 21.W 22.56 22,50 1.38 1.31 .75 .31 .75 .97 .12 18 19.50 3.50 20.60 20.74 19.64 111- 'j 23.26 24.•3 24.75 1." 1.3• .75 .31 .16 1.05 .12 20 it 3.50 22.70 YA t 21.74 28' 'A 25.50 27.08 27.OD 1.50 1.44 .75 .31 .75 1.12 .12 24 25.90 3 SO 26.90 27.0. 25.94 29' % 30.00 11.54 31.10 1.62 1.56 .7S .31 .76 1.22 .12 30 32.00 4.00 33.29 33.46 32.17 20' 1% 36.98 012 39.12 1.61 2.00 .75 .30 I,00 1.50 .12 36 38.30 4.00 ".59 39.76 38.47 20• 11 43.75 46.00 ".110 2.00 2.00 ,711 .38 1.00 1.90 .17 -- •Wt. sells Mns end @&m0I She life. itr 11t . Oesket,lbs. O.D. 2 2 % 3 3.5 2.;0 ILL 3 4 % 3 7 3.96 W THRU ee' ELANoe I U 4 4 % 31A 10 4.90 61AY WE TAr ERE0 6 6 % 4 16 4.90 - 8 6 %%4 25 9.05 -7Y to • % 1 30 i1.10 10 12 8 X 4 40 13.20 $ 14 to % 4r/s 45 15.30 T 16 12 % 41/1 !sS 17.410 y. 1• 12 % 6'/s 6S 19.60 Y =' 20 14 1. 41r2 85 21.60 N F 24 16 X 6 105 25.90 6 30 20 I 6 22P 32.00 Ka J C F A D Kt 36 24 6 295 34.30 Cornent mortar lining prepared in strict accordance with ANSI A21.4. The,mortar k a 1lxxough mixture of execl prupumicins of Portland cement, sand and water. The cement Is applied by skilled craftsmen, and is cured-for 34 flouts before tar coceling. All castings are cured in a sperol area to assure wen drying density. AND AVI All(AWWA CIiSP�.Atsp Wil1 f RdIwArla9i ti21 exl ti4.'S jsi.N11se. _ Tytw PlPeryµllnes Dlvhbn•►,O. b•2021 s Tyler.bsrw 15710 s p?Is)M7-%11•7elex A SIl , . Style 67 Dresw IVI & H GateValve Parts f AWWA NRS ff�` Air Iron BAy, Bronze Mounted, Double Disc, Parallel Seat 2" to 12"-2CO PSI Working Pressure-400 PSI Hydrostatic Test 14" to 42"-160 PSI Working Pressure-300 PSI Hydrostatic Test Parts List t for 171wat act i Sttm 1 Mange neu O2 DM) I Cost lre,, 8 3 Set' MOO 3/tel O BM}s and Nuts Drone a OPerttins 1 Gott Itts. O Nut n 6 eP. tl 1 Cott Irn. ow, Seal Plot, 6 "O••.Rms. i 7ulsM• t Sttl plot, I Ikebestnt pwaket 17 Barnet 1 nt"sto, po:ktr It bod) ',lee! eons.... Nutt 15 Stern Nur 1 pro�7♦ I IF SnreMti P.nn7• P Mtr ?w end a • unde, WontPr ?- • 2 Wog ' 'age r:ssr ltnfl Ak altn Style MCI Noe-RitMt Stem with pro. ,. Mtchoniael Joint Ends Prnp is lot knurw 1 Slta __ _ ____ .• Ln[kecrtw End Connections Accessories Style Numbers, NRS r^+'^6 -........ •- wws 676e 24 IV Paw ............... Fares;6764.21 sewn♦Ww ... .. Form 57622 ♦ hole OMON ._.... ram 67623 non suds ._ foes 4i64,6 P.M Machenleal Joint Ends 6d♦nnm Stem - - - - Fam 4763 Ow-a1ne ... .. ..... ram 6762E .. •.- i1.02 nenged Ends Crum Wlwds .............. Form 6742E 67-03 PVC Ends Rstws hoes ad sospers.................From 67625 keratae .......................... .. Fom 676-24 _. . _. 67-01 asbestos Cement Ends am 47-00 Conenb Pips Nub Ends - - IP.00 Nub Ends V-10 One End Hub. .. one End Flanged rp.•'•wts Mot w,FIO .ItrY •! ' SM,R)1lPfN 14 Vk%MI6 v% . !-!tt AM 74P`?,dt11 tit+. . �Ow 0616.E Styles 67& 68 Dresser M & H GateValves AWWA Double ! sc-F arallel Seat 2" to 12" — 200 PSI , King . resure 400 PSI • ostatic Test 14" to 42" — 150 PSI %r, King Pressure 300 PSI Mi irostatic Test "�I�iwrr E a�t've� r '�e�i, weir usa�:r as.. �o.e.w ox f 6 ° J tot : . DIMENSIONS IN INCHES • No 1 Psss _ 6 - 1, % 12 11% It% 14 NN x 16% VAI % A% 21% VIA M C -71tn ,_ - - - - - - - 6 21% % Y % gK % Nab Ptn K - - % N 6 67 sri K i.6w-w -- fo So: t 16. 3i U >< L6eI^ t:n{t��1ejy.�'-- x fli iMY 27Y ri N ii 6cr. n0 End 6Is 14 IS IS N a wlm kris. __ - - - yi 'tT ioN eu 2ou x 3E% i I1x Tin tEt N I�nM nr�r,.sf N 'N� Y 'R 1V I% IN i�i� Ik 14Y 1% 2% 216 G J i16^6l brmrle — _S 1 16 - - iW�Grc- Dr nete� Y K 7N 1 le% 1 ti. ii' )b % iSN L NumWr snd rj,iwiis,M li %- 1v1s N 16-1 6-I r41fi t�� lu 1 -iK Ivy N_ f WIM�.g --% 77,--I{36' 6 �. Nub�fD�n --._-_._.,. _ �y�N - K 1 _•- 311. fM 1% t i t.D.MNue 3a<t - f. 6.3n,Tf6 . �'ii. tt.b ii�s i33s T3�Ti 6 -9 Y iat vcN lsuneta-- i% iA;..i iri ttw it ii:,16� f' lu BA f6A .11s tiiN s Nwne`e.:na a.—.neia all-mi Pit - 6�N by unKnyouj' ]K1 Ubefn �AA d — — 1.•. % % JA — — — a..,r 54m Ti5 a ...i% .-F► i.- i16 _ Y _ - -lo% 1 % 11% 11% l2 N - -Ktv nr sc In 6 is h 1% R 1 % iid--* �Kri P11 ISA M A WA �'R 11I Vy S 0% SON U1M� 111 1 R ;�i n��Vul u6H- t 3 3 _F 1 3 3 - 3 3 -3 t1 i 13 ii ii it ti 13 N H iti fi ni-6 3t» 11i16 31y Y- Ul 1, ums to bis $i�i-- 7 i Ii i` li It t 41 itN } Igib. 661e r61ws t6.use..tn 7%•Mrcnen,cN lant RPe(rot bsted)cen be suPPbe1. r,M,fr 6nd if as not reprgn,led b, A W W A . 1' -:, h_..Wit« V,,.: WI , a•e FOIm6 EMS•nd 676.E for P.rts List FORM D676.3 AWWA Class 150-B Butterfly Valves rggested Specifications: 4- It y A. Choral 1. Body Type All bumn0) salvo shall be of the robber'nala5 1,1blol,mg type. All butterfly valves shell be of the rubber-weed tight<ksing type. They shall men or exceed AWWA Standard CMM All valve shsn shall mat of exceed AWWA Standard C301. All vales shaft be Dresser "430" butterfly valves,or approved equal, be terser •'450" butterfly valves,or approved equal. Vase tsnb 260 be'. (Seim desirtdl Both valve ends shall be mahanical-joint(or other,as stated at right) A. Warn Tyra'Belly-Suitablt for Installation between 125/ or per 1W'W'A Standard Cill. Accessories(bolts. (tlands, and Itsu i I"ASA Aanaes.(Available l"thru 20".)Notes laying lengths shall he supplied by the valve manufacturer. not m accord w•th Table 2. All vivo mutt use full A W W A C50t Clan 1508 valve than diameter. 8- I saeed-Short Mdy valves per Table 2 of A W%A Spa. and full CWs 1509 undepound-serviavopemo torque rating ' s0i Fl"ga shell be 1251 ANSI. (Available all site.) Also throughout enure oavtk to provide capability for operation s Hart 4ed by At ends in 6 a"and 12" aiim. and flanged by MI t mile gency,service. in 6' end a"sirs. Tf C. Drrarew Cayreaiaa Fade--An anessories (La.. testers. Followers. bolo, ric.) required to install the valve in a pipeline of specified outside diameter Mall be furnished byy the vsir: Valve body Men be high-strangth am iron ASTM A126 Clace 8 manufacturer. The design shall permit ,emeval of the vane b with Ill-a Type 304 stainless seal body eat. Valve wane sliml be from the Pipeline without disturbing thr a-$srcnt piping and high-strapph eat ^nit ASTM A48 Class 40. having rubber sal shall `ermil cutting into an existing pipeline without additional mecksnkaliy secured with an integral 18-8 mainleat steel damp tiag niter, s orcouplmgs.(Amlablesiread"thru 12"only.) and 18 8 stainless steel self-Irked strews. Pipe outside diameter w( 1 Rubber tut shall he 1 fuilc rile 360`scat any penetrated by the cal" D. McArkM Joist--both ends of valve shall he "MJ"' per shaft. Valve shaft shall be one plea, estmdmi,full site through tee AWWA CI11. 'dJ" accessories (bolo, glands, askew) mum entire valve and operator with no neck•dowe, kgqasys or bolas to .' be supplied by Jke manufacturer, (Available ale sine--aho weaken A. Valet shaft shall have I(54 uaiplard s:was lrwmo6 darliffilift Flanged by M) 6" and a"sister) in reinforced lefkn bearings. Val" shall base ptrmaneMlyMk C A86w1a{eaeat Plpe.-Suitshk for we with Class 150 te 20o two-watt,thrust baring.Packing shall be^triple-cot"rubber designed mach.ned-end aabusos-comes pipe, (Gaakw by ahem) tot permanent duty In underground semce. (Available a" thr, II" and 16". Also hanged end a Aabemol. r- Operator cement pipe end svailabk in aim 6",8"aad IY'.) F Wafer by Dressers Coepremasn gin/--5'uitsbk for use with a 1250 or 150/ ANSI Flange are one Rile and out iron• need,te Vale operator shall be of the traveling nal ripe, scaled, pjketed, machined. ,d asbaltnterttent pipe on the other. The deaip ' and lubricated ro, underground service. it shall he capable of with. shall permit removal of the "Ise from the pipeline without standing an overload inpu,torque of/50 A,lbs.at Nil-opm of bead - duturbing the adjacent piping and shell ppeerrmmit cutting into an purlion without damage to the valve w Calve operator Ii shell be ex pipe isting ," without additional "Mi.e w couplings. designed to Haut subrov?imce in water to 23 Is head pressure. (Availabl,sites a"-6".!"only.) Numbrr, of rums to operr it valve shall be at listed brow in order to closely resemble distribuuoe valve prsnics; and to II. Valve(Set"8"at left) minim re ware hemmer Ill. Operator Pips and Turns Pipe and Turns A. l'aMgreaad-(See"C'at kfl) Valve Site to Close Ven Site .o Close 1. Creek tax Haw:wked, r Cluilawbed W/Jet teem of ckaro)- 4-4" 16% I4"46" -t!_ Specify Whirl--AIL manual operator, for arnice other then urnd`rgrnund shall have position indcator and shall i,e totally a" 24 18"-20•' -_ 72 wcltwd and permanently Lubricated. In any event, a moires --- -' pull o/80 Its- on the crank or sited shall produm full ToW 1 Ily•12' _3b _2a output forytat !hrou`hoot MUM travel Operatort than scrap[ Val" shall be capable of my closure Iry one man using standra 70016s pull can crank or whed at fu0orm and full:lwu1 post valve k atolls without dome a to valve or stor. noon shall be key, ran under ea valve maximum opening to u srvene u F oPn Oa - lhoae lent-wouM "use a melee minimum opening torque requiter of the "TitvelmyNu." type. �0 valves abet( open kit (clock. Merl of as much as two limn AWWA Close 1508 wile to close.) Cy1kaM-Cyhndtt op seines nut. open Id1 Irigh11. and be equipped with 2" AWWA C. operalw shall be of the base Mounted configuration Cylinder barred shag be of moMcn lyumdisulfde operating nu!. lined gins fiber reinforced epoxy tubing,to provide a mrromaa- D. Cooled Valve(Optional) free, self-lubricated high atrmgth 'artd, Rod sal shag be of The mated valve body shall be IW% solid hal•Nr.vt fi etve y s coal• umbane, mrdyldesumdrwifidr lled, W provide a ad(-lubrralatl, long lift col. - qy h epoxy-firest 1st the waterway.Val"vane thafl have 1004 holiday- Piston rod shell he of bird chromium plated 18-9 sit nlat mad, free epoeY rsxti�, and shall be top and bottom glided in a hcs cars bon MWMM mB I? Teat hearing for positive alignment. Gu ding shall be wamplished by brones belongs a! evade of housing straddling all side wo An menu ahu:l 6e Ialad bossb-tigkt at rated working preuure 6y imposed sit Entire the menufntnurst a fo11M'c imposed lull)enclosed,operation, En operator inducting pima rod*0 d"thra 12" .................:.................. 200 pit Operator shall produce No AWWA Standard C504 Table 1 1/"up......................................... 150 pan ou%p;1(torqurrkna al gbr eaolne trardfm Claa(25A1(258)(75A In addition,a hydrostatic tat with two partially open shall he line (75B1(I50A)(1756)with a minimum supply premium of( -' to the assembled vat". As follows pat (-eta) (air( (oil). Note Cylinder Barrel Mn. not list i.ao . ..•.. can Section 11.5 aril 11.6 of Standard. r • ..................................... d00 psi f, I4"up. _.... ....... ..._.................. 300 pi IV. Tt'J4(5•'"F"ukRS 1p aY CL;W F2500 Fire hydrant r Sample Specification Fire hydrant shall be manufactured in accordance with AWWA A Slop nut Shall be provided 10 pr vent Overt avel and cgmpres r and son of the stem Standard C502. be of the break flange traffic model ype. present a low profile with a modern design exterior The main valve seat ring 1yet, Onze and S=reW into the Hvdrant shall be designed for 150 PSI working pressure. and bronze drain ring tested l0 300 P51 hydrsfatic pressure Hydrant shad nave a minima vawe opening of l4v: ' or HyJranl shall be of dry top center stem construction with the 5"A• ) main valve opening against the pressure The operating filial Bnd Inlet connection shall be �inGhes mechanical faint. ganged. Ihiust nut shall be made from bronze Thrust beatings shrill be ring tole or push-On for cast iron, cutting in or Super IpCkl used to absorb thrust in opening and closing the hydrant Bear Hydrant shalt have two 2': " no-e nozzles land one pumper rags Shall be located both above and below Thrust Collar n077k) Nozzle tMeads to be National Standard for conform to The"split breakaway- safety flange and stainless steel snap-on present Town of—_ Standard) Operating nuts shall be Na ring at the gtoundl•ne shall allow 3600 rotation of the standpipe pone]Standard. pentagon shape. 11r2' poin!to fiat.(or conform for positioning pv'poses 10 present Town of_—Standard). The flanges on the nozzle section and shoe shall connect 10 a Hvdrant shall be suitable for installation in It depth of duciile iron barrel which utilizes grooves CUI into the barrel in trench lot as indicated in plans) conjunction with a StalnfeSa steel snap-in ring. and safety flange Hydrant shall turn Icoumer clockwise or clockwise)to Open. and components for retention. they Shall be painted Hydrant shall be provided with a bronze dram tube that permits P draining into a 360- drain channel with a minimum of two'.' Hydrant visa be the Clow model at on. as aioosz Iowa Valve Division of the Clow Corporation. pskibOfii.. (qwa W aP outlets proved equal Main valve seat ring removal and extension of the hydrant shad be accomplished without digging A short compact wrench shall be used to assist in those efforts Ordering Information e IurNah the 10 When placing orders 0. r 'W inquiries. pleas lowing Size of inlet COnnPCiiOn 4 .Or 6inCh lowing information 'nis in lation will enable us to answer n Depth Of trench or bury- Distance from ground line to bottom your questions. pteDare Ouolat'Ons and fill your Order promptly of connecting P'pe Lack of essential information is almost sure to cause delays r Direction of opening. Vsuagv open to Ipit(Count( loCkwi5P) Use figure Number where possrbre to identify the Of0dudi open righl icinckwice) whon Specified wanree A r Size and shape 01 operating nut National ciandaid is 1 Yr-mch ORDERING INFORMATION—HYDRANTS pentagon measured from Worn to oLvostle flat at base of nut OUAntitVHose and ational Sian. (- lord thread SDe ihCat'on la d nut size must lie Nun shed in the Iolkrwino manner " Size OI main valve opening 4'-i or v+itch A (at Send sample nozzle o' male hose coupling Of Ibi Send drawing divine complete Thread specification of Number Of 211r' hose nozzles Icl pet?, us to previous hydrant order Complete records are Number and size of pumper nozzles kept of all Installations Type of Intel connection Hub flanged mechanical joint etc i' Color Specify color of paint wanted F•2750 Hose and Hydrant Wrench Adjustable Hidran•Wrench with SPOOophnp5 t • both Pin type and Rocker type h GLOW Corporation Valve Division CL OW PO. Box 350 Oskaloosa. Iowa 52577 Bu1t911n R6$3 515-673-8611611 i CLOW Hydrant Parts and Material Listing 46 Part 45 1 No Dry Description Maltnal 11 4 1 1 Overahng Nut Manganese Bronze ASTM 8"584 42—_ 5 2 1 Cover Cast Iron ASTM A 126 Cl+as B 3 1 Nozzle Section 1?Nozzle) Cast Iron ASTM A-126 Class B 1 Nozzle Section 13 Na7alel Cast Iron ASTM A 126 Class B 2 I 9 4 1 Thrust Nut Bronze 10 12 5 2 thrust Bearing Race Hardened Steel e 1 Slandprpe Ductile Iron ANSI A21 50 A21 57 49 38 7 1 towel Fiangz Cast Iron AStM A 126 Class B 8 1 Bottom Cast Iron ASTM A-116 Class B 13 40 Bottom tDram Ring Option) Cast Iron ASTM A 126 Class B 43 9 4 Hex Hd scrcrew r,—II NC—, V. Zinc Plated Sit# 10 1 Covet Gasket Neoprene 11 1 0 ring-152 Buna .N 39 12 1 Hex Slop Nut 1'-8 NC Steel - Ij 13 2 O ring-219 Bona-N 14 4 Me..Hd Boll N-10 NC x 7'A Zinc Dialed Steel IS 8 Hex Nut %-10 NC Zinc Filmed Steel 36 22 IF I Upper Valve Rate Cast bon ASTM A-126 Class 8 48 T7 1 He.Head Bolt'„-14Na 21,with nut 188SS 3 1B 1 0-ring-214 _ Bona N 19 2 Standpipe Gasket Accopac 35 20 1 0 mg-259 Bona N 21 4 Hex Hd Boll 34-10 NC x 4'6 Zinc Plated Steel `3 —� 27 1 S Hook 13 Ga x t" Zinc Railed Steel 14 23 1 O rmg-258 Buna N - - — 24 1 Valve Seat Ruboe, ASTM 02000 AA915 A13 B13 ) 51 25 1 Lower Valve Rate Cast lion ASTM A 126 Class 8 26 SD 26 2 Retaining Ring 300 Sines SS 27 1 Valve Seat Ring Bronze AWWA C-, 60 15 I 28 1 Dnv"Lok Slud a6 x', Brass Flalec Steel 32 29 1 Dram Tube Brass tubing 31 33 3Di Dnv Lok Pm 'N x t r, Type C 303 SS 31 1 Hex Hd Boll ' ,-14 NC x 3 188 SS 37 32 1 Hew Nut „-14 NC 188 SS 30 6 33 1 Lock Washer '„ lea SS 29 _16 34 1 Rn x 2•.Type F 3O3 SS 28 i 35 1 Stem Coupling Cast Iron ASTM A 126 Class B _ 17 36 1 Upper Stem OL 1018 CRS 27 18 1 Upper Stem OR 1018 CPS 21 I 37 1 Lower Stem_---,___— _1018 CPS 26 38 1 Sleame, Nozzle Bren:e AWWA C50280 l _ 7 2 Hose Nozzle Bronze AWWA C502 80 19 39 1 Steamer Nozzle Cap Cast ,on ASTM A 126 Class B 2 Hose Nozzle Cap Cast lion ASTM A 126 Class B 15 20 40 1 Steamet Nozzle Gasket Compressed Asbestos �^ 19 2 Nose Nozzle Gasket Compressed AsDeShn; 47 41 3 Nozzle Cap Chain Zinc Rated Steel 23 42 2 Bearing Dtmn or Celcon ACeUI 24 I 43 1 0 nnq-117 Bona "N —`-- 45 1 0rmg-22C Bona N 25 -- — — — 46 1 He.Hd Capscrew',-16 NC w',LG Zinc Rated Steel i 47 1 Dram Ping Bronze AWWA C502 BO S 48 1 Trench Depth Tag Cast Almmnurt 49 1 upper Slem Skeet Brass Tubing ASTM B 135 A!" 3 So I Salary Flange lone pkce or Spill) Cast iron ASTM A 126 Class B 51 1 Standpipe Gasket Upper Nrgolet t225 4 a RICH * VALVE BOXES C r•:tn �� 111V nROUND SVRiact V fipC is111nF AY�Iy Dor•• he"` eaa^ woeee ei Ihe Dwtland I�,ryrY O/ D D since EM late iaba and s e tll!1 ku^eTs wGduotlon M sold and eseh s" 'r^pDnanl Dv 0' Ihe MIaDwlWshend mwdlOg.todayhl nD mslhW• �atP►dPlM;ae llwn Ml,N Dh'protluchon a4lOMtad rnp101n days C SF topC ON WU Npe.;lally dNIDnW CaNrllpgel tasting maCMnq sn uflll;D sawpmenl U Ill 'cope oh MOn Owh4 RICH racy box tompon•nto pr " Initi lnD CpdrDl q COnslantly IIHin had evnng proeyCllpn Wltn IM KIN n1o4!urplq! ofNs oloclhG•I IMVCiIon/wnacs.VanRleh r use of our 2t ton ep. boxes per YNI for Ine4t4Non m the Wept D OOu[N in NUN of 1]00 tons Df yry Spwaticatlons: VAT VF ED MohN:Malerrai ro nfwm to the lobowbp$PK!Outlona ASTM aey yp,WWp 40, aURv EXTENDED ens CS 15E. T Nt slcal cMmgal aMlyele Nr Carbon!.t — 7.f11r,SIII[oM 14 _ to,OF PIPE) LENGTH It t tX,man DK,sullut.15% N m alnngth yrss s ',a"Phosphorus 25%M01 Tensile j No sosClhep W 3b,DOD P_Sd.EPO Romil alloys tan Wadded When ear:lsl Strength TRENCH DEPTH tor�. ,at use,a G.D'NP A II p,tioSnep at, hra slangtho WI.ide cool,no 1 �. prolochlo COehng.Coatings are 400141111111 a minr lWut.tendency r r,ous mayrl•I IM1 Is s rent 4SF Ilnuoua.smooth,&no Wit to -^mil In Cenata sop era Conp How to Order wanly scale a become a. -- RICH very boxes may he ordered as unit or as lnelvldual[omDOn•nts To 011ie,• ewnplels-at"be.unit specify. E Top section number,nema and longm(A_a,or C asaeb,u,,at aO"W OF a0% 2. as"as regular w Peep*011 and length. TO Corer mer%mg f'Watar issTendudl aOTTpM OF TRENCH PI1aN role, Io page s Per speClhC Inalnietlons to dolehnire I Ill been.To weer Ilwivldual com onglh Iw top IISCInN1 and heals of them Ones ponenq w s[ceewry opWpmenf sDPciry number I I RICH valve Do.N and�Cceoon�rmma pE spotl•I epphcalione w deegna. 1 sOlpped from our HIT,Inynlory of r oNend trwn your suppler c'"m are kcal subollsr Will slid peb"a"Items she our lore!tllslnlw•, ra Yow 1 I vothpul prior miles. ^Oa IKmp and timoly GROPery prltN are subject v change •JDCN toeoy 1a■Irademera of VanRICh CNurp CwV.,'M ounlPl Ibn of the merger b11WNn RICK Manufacturing CO IL V%xCouvM Fo4hd, wD(N! RICH VAVL E BOX TOP SECTIONS 910 14EAVY DUTY irSLIP TYPE WITH TOP f LANGF Otirall hnaln 1p• PROPER,M pyPnlbM M at Toux wlPhl Pl Pas 'aECEIIEo HaNpLF COVER 13 Lee a.LP'1NSIMOI"ETER 920 STANDARD k e c KIP TYPE WITH aOTTOM.LANGE Chwan wv Wr,14%Is' hrlpe ^w•�rir.w e/W VCR IrDI E COVER o s Lee Tev we., -yaa,r bp. Mee. WILL ACCEPT NO MI LOC%140 COVER s)la Iw4DE DIlUl S21 STANDARD a• c• BLIP I VPF WITH TOP FLANGE 'ems "Pelt.Cae O.P•PP wnemr N•,to' V`C%HOLE COVMas Lai CID 1N hn.wA..uwr,rti er A LOLL NOT Owen T(AmTPIP Vr bL m M 6 r •TT IILL Lodcero WOE DIAMETER . � codhg ctm P,rJ. BOX 17216 a AAA M r..r ..+MI. • M 1r RICH VALVE BOX TOP SECTIONS 925 COiLUMMA A B c ELl.lvrl'al«eonoN ILwGr Dwrlll wrylM►•, ,.•. ,)' WILL AME I NO ttDEWfo1 E.t•RGt E%Yt• NR INSIDE p4MI T1 926 COLLM.A A B• c• ►Lb TIME MTN TOP FLANCR 1 LNi-T IMF CDYf R 16 as ow v Wp1M►'.l.•,Ir CEMMI 11 CAST ". DYLY WILL AGCF OM n S.EDDYING LAYER h.u•:��..u.nr,l..of f[' ►]w IN{ipL D\AYf•EW IeV�.t T5tr mt. r!. 9?,0 SPQKAAE A B UVTYPEWIIH►DTID FLANGF Dv.r.0 MM\M 1).,is •KY NOLF I YPf EWER i$S L►S A..P•'..v+.w. In A ►►,?#M►ID[OIAYftEA Tr. 41PTwe RT` •LANGt _ or, 1KK N !-F I"f EWER I?I n hY..Ew In EWnHIN.el r.oY r•n�n A. ►V rE"IN{,DE DIAMETER 940 .51EA TTLE f# SLIP Twf WITH LOITER fLANGF QIw111PrpIM►•.1►' 'L ODMEDY•R wE61@ Y ►lw"WADE OIAYtiER nEtr Ye.« 950 CASCADE TIM)PIECE CWE W TYPE 1OLO AS ONE IMIT M!1lWr[DIATF fLAMOl AND gwpYYu► M 1Kl MOLE"DpYFW►LR VAU ACIAM M I LDGAIYG DAY►W I ho..•..h EYPnllr..w►D EMALLE)T INSIDE DIAYETFII►W T.W�"YWr j VAJ� r YIMN-Ch COSting Corp. a; .��'_� i P.O. Box 17216 • 086 N. Columble Blvd. 9 portiend, Qrepon 9721TY pM.).►<rA �K�iIAL t 4 WHOLESALE STEFL h1f D1rt UNG SJ11Uf$ 10 W. APOALANO WASMINGTON mij STANDARD WEIGHT STEEL PIPE ELECTRIC RESISTANT WELD ASTH A-120, SCHEDULE 40 POUNDS PIECES FEET SIZE PER FOOT PER LIFT PER L—T 1/2" .851N 120 2520 3/4" 1.1314 84 1764 1". 1.680M 60 1260 1-1/4" 2.2800 42 692 1-112" 2.730N 36 756 3.680/ 26 546 2-V 2" 5,8201 18 378 { 3" 7.6?0A 14 294 3-11c 9.200R 11 231 4" 10.890i 10 210 July 1984 .l 6TANDARD DIMENSIONS MALLEABLE IRON FITTINGS 1 a R L.. I • 1 a j C 0 1 1 O 1 N 1 / a l Y I11 '/, 'Sw 1 ii IYD 'Yy '4y M.ro 1 6 11 1 1 1 11� 11 / h 1h % 1h % % % • n % '% 1% Iy6 1% 1% IY11 K IYs IK % IV. I% 1 1'% 1 1% 1% 71% 1'h 1% 1% IK I1'6 1 1K 7Ya IY. 1'% 11/1 1'Ya 1'h 7'/a 7ci6 1K 1K 7% 1K 1•- - - - _ 1K 1% 1'% 1>y I1% 1'/a lrya 1% 7'% 7'% !% 1% 7% 1% IY1 1'Y6 7'9 1% t% 1% I% 1'% I% 7% 1'% 1'% 71'h 11% 7 7ti 74i 11% t'Ih 1"h t% 7K S% 7'% t% 7Y. 7k t`A 7Yi 7'1/6 7% A 2% ?"h 7'% 711,H 7 7% 4-h 7% t% 7% t% 3% - — i 31% 314 7% 71 V6 71% Y% _ Y% -1e �^ < _ � �>-• Mn M 0 • ,O a f 1 O v 11 11 T 2 7% % IY. 1% Via Calm ,..y�. Va h1 —_ as:ti r• `��� /J .s,Y % 1% tK % 1% 1'% IY. % '% % 1% I'% 1'% 7% % 7 7 7 1% 1% % 1% IN •:�_ IT 1 IK t% tK t% % 7K 7% 7K 11% 1 % . 1". • + t' IY. 1% 7% 6 % 2% 7% 7 7'h 1K 1% 7% 6% % t% 7% 3Yz 7% .I% I% a � wY' •+u' (1y:a_ � F . 6 J'�% 6% 1% 1% .1...6� 6 OPEN►ATTAN WlNiN61 "a 61"Nmn 16946.6aOUN[ to" MOWD ` 66WYf rNaN NNOI Jowl UNIONS /oNR 111001 s .ram J. s.•w6.. .. .•.-.6o.n TD-6aO.r ,KOi6,a, ;_ Taw..-01IOM7. :'t`•. 6L6o111 S� .6�1Yff,6Y01q �7j,Iz:,�H/WM7 �'i�-, IYO�t �: ?.`Ii:F Ila 1111E Mori nor SM OUTLET •ttI1Nt10N• COORNNf • "We"6 "is Prins LOUPr/Nos 1 PACKAGING: ORDER FORMS: AN shipments are made in the quantities indicated It's easy to order U•Brand Fittings when you use in this catalog Should you order in quantifies other, our convenient order forms. Separate order torero, tho u box/bog multiples, the quantities will listing types and saes of fittings, are available for oulemorically be od)usled by our Soles Order each U Brand product fine Just ask your sales Department. All shipments are made in U•Brand representative or our Customer service department. boxes, except where bulk packaging is indicated: QUANTITY UNIT BUYING: Standard-Pak Boxes — %-thru 2"sizes QUB is U Brand's unique buying system which Attractive, heavy-duty corrugated boxes albws you to simply combine all of U Brand's 'designed for easy opening and closing. Excellent product Imes (von and plastic)on one order, to for use in re-shipment. Sturdy Standard Pak receive maximum discounts and prepaid freight. boxes and Shipping Cartons are clearly labeled No reed to figure weight or dollar volume! for item,size and quantity to simplify handling Each product fine is assigned a QUB "unit value", :and reduce gockkeeping time. Same-size as shown on the back cover of this catalog Simply shipping cartons stack well, and are easy to multiply the number of pieces on your order by the ` -stock. r Q11B unit value. The total QU8 points on your l ISM& Packaging — Over 2"sizes order qualifies you JOT discounts and prepaid y new, heavy-duty buurrltaapp bags are used in freight. Ask your sales representative to show you ..UBrand s bulk shipments'£xtra care is taken to how easy and eoonamicai the QUB system is. ?'thuure Tull Count in each beg. Contents we ]PRODUCT SPECIFICATIONS: teleuly inked on the tag word to catch bag ` fi- Mal{eable iron Fittings are ,.Handi Pak hrograrti +. ' a„ Ky` ��• manufactured in the US.A,in accordance with --:accepted standards and oonbrm to thelopouertg Raeogntmrg that bur tatstomera'au0:retusing " +cations. S, . ?,Coale wi often driven up the need iu'break ``: fixes .ep.araad shelf 9oods.tUari nd desxyed- 'Standard Malleable Iron Fzttings ore"FfantA-Pak'tr aileable fro >dm9 Anagram, r�. •Fed.Spec.WW-P•521F .. : which oRt a pgputar Malleable items in reduced, ,A N.S1 876.3 (Dimensions} sdevWe bpx iaantitita Broken lots on these _ :•A NST 82.1 {Pipe Threads} C $+leemnlam pt tel6nh�ated set re�uttirg ands gs it =A S Ted. A 197 (Chemical A Physical Properties) wueMczsiog casts.T}aiise he?asbUered m ..ei " S.TiA.A 153(Hot D vanir n9) epec1al11vr11fi7ak47ua" repidica'edFAt ;vAS7M•. 3?(fJaetro2 itGaivmtizing) Rvou�rotit chic colt zF *rr< tee cettak errous PI 13uahings and I ocicnuts reslrictorw The p. n if sales fed.Spec.AVW-P471-B •.- - seprese foreAn-C1, ,_rvice - . _ - &N.S.I.B16.14(Dimensions) - - Z"dr-meant to lane ' &N.S].B 2.1 jPipe.Threads) Malleable Iron Unions (Class 150) e Fed Spec. WW-U 531C A.N.S.1. B 16.39 ' - - rnv Mni sue d apecfic>„nn sw ews,uw.the roNx*,) Bushings ' ., aaoc INDEX r . Plugs . : Face ....................... 14 - Countersunk ............... 14 d•iex ....:..:.:............: II(S,• 901 eg".............Vbowfi e�4 Pewter 14 // onvatiloh De4K (Ca6t 1fOn 5Saw ..,:.......w.., y.�. ,IC6t t i• ?) F�r M.i ;, -"Standvd Diagensioes '1� . r t)eg er least menq 'a2 N x•i ..s r ; ta90 Degree Street Q t ,71'b-f it }CCAItypM�j 1 s_� D#9w Street r .Z t� '3 Staedard 66� u}�.Cx. .�T. .`. 7 stande.d cast bon) ........ U .. .deducing is 3 I •r Side OQalet � ... r . .7 . Side Outlet ......... 7 IN" % • p' a +KRt ° �4F,'�S► ,.v�astension Ptic•s :. h e +i: :_ Strad 7rnd ,. StandardMarphW C; :t.If ;:17aiorFlsalgts .i..r:'.. i71 -Unionsr � 150R Joint, es 1 .r snow wee y r ,=a ...?,. Extra Heavy....... ,y,�,t ! Hydrant damp r. "...:i..11 LrourdJoint,25016a ..'aI - 'Hes Reducing(Cast Iron).... 13 Lock Nuts . _ 10. flange (Cast hon) ... 13 rosses.............. �0� Open Fattern .. Waste Nuts`........... :`9. _. Cro"Over..'.,:.:...:y:.. 41 Return Bdnds......... , !I Y Branches.CIS Degree....-10 1 4 W 593 Wells Ave Bridge 3X w';�3 OF REAL PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 no MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH. 98055 9q o O,P9rep SEP1006 BARBARA Y. SHINPOCH August 5, 1986 MAYOR John Klaseii Department of Transportation 6431 Corson Avenue South Seattle WA 98105 Subject: Wells Avenue Bridge (W-593) BRM 1157(1 ) Dear Mr. Klasell : Please send me a set of full size rgylars of sheets 13, 25, 10. Also upon completion of project please send origins . as-built mylar drawings to me for files. Very truly yours, Ronald L. Olsen Utility Engineer :jw OF RF 1� PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR MUNICIPAL BUILDING 200 MILL AVE.SO, RENTON,WASH. 98055 106 235-2569 w 0, -F0 SEPIV#- BARBARA Y. SHINPOCH Ju'y 8, 1986 MAYOR Mr. R. Bockstruck District Engineer State Dept. of Transportation 6431 Corson Ave. South Seattle, WA 98108 Attention: Mr. John Klasell : State Aid Engineer Subject: Wells Ave. Bridge Replacement BRM-1157(1) Construction financing Dear Mr. klasell : Thank you for your letter dated May 29, 1986 concerning the two methods of financing available to the City. We would like to make the following arrangements to cover the local agency share of the construction costs (est. $353,550.00) : 1. The City's Utility fund will make a lump sum payment of $86,783.00 ref. the water main installation. 2. The balance of $266,767.00 will be financed ut,lizing Method "B" procedure as you recommend in your letter. On receipt of each monthly notification of diversion of gas taxes, an equivalent amouit will be transferred from the City's forward Thrust fund to the Gas Tax fund. We will await your i -oice for the above mentioned $86,783.00 water main payment and any other documentation relating to the Method "B" financing procedure. Very truly yours, Richard C. Houghton J Public Works Director VL:jw cc: Dan Clements Ted Bennett Robert Bergstrom Ron Olsen f1AVID .t. MOWAT COMP/'"Y f7 General Contractors UE L U c5�y�r F& P.O. Box 1201 BFi.LEVUE. WASHINGTON 98009 Phone 747-7393 7- w!leHnon TO Ron Olsen w( 200 Mill Ave. S. Wells Ave. Bridge Replacement Renton, WA 98055 Contract No. 3115 WE ARE SENDING YOU Attached Under separate cover via - ,.the following items: ❑Shop drawings ❑ Prints Plans Sampies ❑ Specifications ❑Copy of letter ❑Change order Fl fOMU anti NO. 0E4C4mngN 1 Procedure for assembling mechanical lock joint p - -- - I JUL T ;gag THESE ARE TRANSMITTED as checked below. ❑For approval ❑ Approved as submitted ❑Resubmit..- _. .copies for approval ❑For you, use ❑ Approved as noted ❑Submit—.copies for distribution ❑As requested ❑ Returned for corrections ❑ Return--corrected prints ❑For review and comment ❑ ._. _..,_-.. ❑FOR BIDS DL'E 19— PRINTS RETURNEI AF I'ER LOAN TO US REMARKS COPY TO ---------.____-_._----__-- — _ SIGNED: - n EnNwun!ErE nw E�naffs.winNy rgrih ue n w/4. i.. [)AVID ,t. MOWAT COMPANY ff77 General Contractors ��L�1��[ (O l�ICRUMIMODUQls P.O. Box 1201 BLLLEVUL, WASHINGTON 98009 P7— "aPhone 747.7393 6203 TO Ron Olsen 200 Mill Ave. S. Ave. Bridge Replacetaent Renton, WA 98055 ontract No. 3113 WE ARE SENDING YOU I I Attached Under separate cover via the following Rem: ❑Shop drawinya I Prints fl Plans ❑Samples f7 Specifift"e Cl copy of letter I I Change order ❑ ._._ cowae an INDT-rumoci-s1w rocedure for assembling mechanical lock jointl Oa O ti'S 24+ PIP ? ANO I,`- 50 wjkr ICffvO OF I01P6 7 ty*vul`+��c2v !JUL, ,T IWIS THESE ARE TRANSMITTED as checked below: ❑For approval I Approved as submitted n Resubmit...__ copies for approval ❑For your use 1.1 Approved as noted I I Submit__.___copies for distribution ❑As requested Cl Returned for corrections 1 Return_-__-.corrected Crints Ul For review and comment [I - -- - ❑FOR BIDS DUE __- -_.__ _____19-..___ I I PRINTS RETURNED AFTER LOAN TO US PAMMNCS Qq L-ws AC- ,briAe0-0 COPY TO _. . -------- -- SIGNED: 0�ncbTum w net Tt moue.1mJ/r noury uT n IALY !or the purpose of paYmert , 'he adlustmant of the telemeterinq vault will he considered to ba a manhole. The unit contract price Sect Per each for "Adius2 Manhole" shall b,� full pay for adlustinq the fol above mentioned tel=msterinq vault to .final Grade. y WATER LINE, GRADE AND ALIGNMFNT The second paragraph of section 7- 10. 3(05) ofil the standard Sea specifications is amended to require a minimum cover of 4R inches over Eo the top of the pipe ax Cept at locations b?redth the bridqa approach slabs. PIPE INSTALLATION FOR wATEti MAINS MAT section 7-11.2 of the standard specifications is juDpigmentei with the followinq: At con Paragraph three of section 9-30.1A of the standard specifications Dut is amended as follows: laI rR. ege Restrained Joint pion shall be 'I.S. Pipe, TRI-FLEX, standard acz thickness, Class 51. or an evuivalent pipe sestina the Engineer's approval. The r PC The first sentence of >ection 7-11 .3 (131 ot the standard 7-0 specifications is reviszd to read as follows: concrete thrust hlockinq shall be constructed in accordanca with the City of R-%nton Water standard Detail as shown it ApF;ndix A to these special provisions. Section 7-11. 3( 14) of the standard specifications is supplemented with the following: ADJ The temporary 2-inch nlowoff assembly shall be constructed as Exi detailed in Appendix A to these special provisions. fin wi Section 7- 11.5(011 of the standard specifications is supplemented with of the followin : In All costs incidental to or necessary for furnishina and installinat de the 18-inch water mein in the new Wells Aver.ve bridae structure su shall be included in the unit contract vlice per linear foot for co "Ductile Iron Pipe For water Main 18 In. Diameter" . Th th Pi th CI we CITY OF RENTON YELLS AVE. BRTD.E REPLAZEMEMT !6 86WOP 2 92 I .T5 RECENEO 5 y — (Egl_N; %AFo OwR nFpt. If A W C aC!c< � "To Provide Rathr Sorvleo wcumE w,S.10,0-7, a. at lowerGost" STOOPS 1315 . lU.l.� . ��� PLEASE NO REPLY `J REPLY Rv ❑ REQUIRED cz cc xk �s IQ O's L IPfh NV OAIE R.pl� SIGNATURE PHONE NO DATE IORMSf I � ORIGINATOR- Si NO WHITE AND YELLOW COPIES TO RECIPIENT RECIPIENT-. RETURN YELLOW COPY IF A REPLY 15 NECESSARY AmokTt?( sTaTe — y�� 5 wAfMNO MPARTMW a TaessePp REOUESI F "OVAL OF YAT�RIN SO E to .va.ss am er.tun.Ma 73832 F.A.No. RRM , ) 57111 CNyrcaadya S.R.No. RentQn./,(Tng Section WpileurjAgp D a 1 armmPnt w sou tail OF wwu Aewe,af w 096CRIPT13a Of' WT[MAl Leaa4�ass, ealaasWaa.ale tr as tlr. eeaea 21 Gate Value 6 inch B.D. Fowler Co. M i H Dressler 22 Gate Value 8 inch Bellevue, We Alabama 23 Butterfly Value 18 inch 24 Butterfly Value 24 inch 2 w ssemb Iowa Hydrant 26 Hydrant Assembly 27I Service Connection 3/4" Dia. LYE Alab ma Ford' Corp. fif ✓ Aomac Cor . Paci is State 28, Ductile iron Pipe for Water Cast iron Pipe C . main 6" Diameter Provo Utah 29 Ductile iron Pipe for water OR main 8" Diameter Griffin Pipe Ohio 30 Dutile iron Pipe for water 7ecely -1 main 18 inch Diameter Prow En r last. r iect I°r• 31 Ductile iron Pipe for water w. 00 main 24 inch Diameter tion No Demon h E oc Has contractor: DAVID KOWA C PAIy O i i in Ott a all items above for COMO man 1, is contract apaelaea I s anD p remants and( )recomntafd a alas in*"items conform tleralo( do not concur(Amen commanta). LAIrV rMUS fop ,,0, ApN10VAl IS DENG SOJOlrr AS [O,"VALsaf TO A a►ECIFEM MATERIAL Op raODM ,AaV[ MN CNDLED no" .uLr6Lmc A l=O1RN/.TtON OTHER TN N TK AML1CAall ETANOApD arECn"l Tsea$ AS AMENDED N w RUN WOCRLNb OEPa,TME1/T OR TRANSPORTATION MATTNALS LABORATORY VaE OWY aOMC.•a•IbD11 hr.N NMH OXRCRb(.�"App'M:ceARXX Rn"PPM"d aR a,M 1M•LM.R QvaIXM"MP'WrR tN TpiNIRN 0•MRr"0 CRXVIY MR p•aaa:asal�a. 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SOUVA" STATE a KAkNCT0N DEPARTMENT Of TRANSPORTATION CM1,Ce or (astral Adnwuirralor • D1, 6431 Corm Ave So. C,61I10 • Srattk. KAstwKrm 981W May 9, 1986 David A. Mowat Co. P.O. Box I201 Bellevue, Wa. 98009 City of Renton Wells Ave. Bridge Replacement BRM-1157-1 Contract 3115 Gentlemen : Attached for 'your information and review is a copy of the minutes taken at the preconstruction cocference held May 6, 1986 for the above referenced project . Sincerely, A.W. (BILL) CARTER, P. E. Project Engineer AM: am cc: Vandehey BF-01 C. Cook MS8 T. Ball MS4 T. Smith MS20 Utilities MS 38 D. Houghton B. Bergstrom P. Treman P. Proulx G. Gordon T. Schlitter Pile (Trans) 1 .. PRECONSTRUCTION CONFERENCE MINUTES May 6, 1986 Contract 3115 The preconstruction conference for Contract 3115, Wells Avenue Bridge Replacement , was held on May 6, 1986 at 1 : 00 PM with the attached roater in attendance. Introductions were made around the table and the project was briefly described, This contract was awarded on April 11 , 1986 and executed n May 1 , 1986. One hundred and eighty working days are allowed for completion of this contract . The first chargeable working day is May 7, 1986. UTILITIES The City of Renton has a hydrant meter available for flushing. The Water Department expressed concern about the contractor's disposal of chlorinated water after chlorinating the aster line. Possible solutions included de-chlorinating the water before it Sets to the storm sewer or pumping into the sanitary sewer. The Water Dept . asked the contractor to notify them so they can be preoent to operate the City's valves when the new water line is tied into the existing. AFFIRMATIVE ACTION Goals for this project are 7. 2% for minorities and 6. 9% for i women. Form 257 will be required monthly from the prime and all subs and PR-1391 is due August 5th for work in July. Seyi-Annual ! Training Report must be submitted for trainees. The eight required posters were discussed with the contractor. Bill Ott is the EEO Officer. Peak employment on this project will be sometime in August . REPORTS 6 CORRESPONDENCE All records , reports and correspondence from subcontractors and suppliers must be submitted through the prime contractor. A representative of the prime contractor must be on the site at all times when work is being performed. The contractor was asked to submit a list of names and phone numbers for the contractor's Jobsite representatives. After hours , the best way to reach DOT personnel is by calling Radio at 764-4100. WAGES i PAYROLLS Minimum wages for this contact are listed in the back of the contract Special Provisions. Certified payrolls are required. Payment will not be made for force account or traffic control without these payrolls. Wage rate Interviews will be conducted approximately monthly. Precon Minutes p 2 Contract 3115 APPROVAL OF MATERIAL SOURCES The contractor was given a list of materials for whi0. approval of material sources is required and reminded that materials must be approved before work begins . At Janiece Thoresen' s request , Mowat will be provided with a list showing additional information required to complete the approval process for each item on the materials list . The City of Renton will provide DOT with a list of submittals they would like to review prior to approval . TRAFFIC CONTROL R RESTRICTIONS The contractor was reminded of the following: Excavation in a traveled lane must be backfilled the same day. Operations must be conducted so local traffic is able to travel safely within the project . The contractor must provide for one-way, one-lane traffic for local access on North and South Riverside Drive and on Wells Avenue up to the bridge. Intermittent street closures are limited to 5 minutes. Traffic control plans are on sheets 2 and 3 of Appendix B. If these are not used or prove unsatisfactory, revised plans must be submitted for approval . Write a letter indicating that 'the plans on sheets 2 and 3 are satisfactory if they will be used. ESTIMATES Estimate cutoff date for this project is the fifth of each month. The contractor was advised to submit a letter showing training hours each month. CITY OF RENTON PLANS 6 SPECIFICATIONS Appendix A, Sewer and Water Line 'retails, and Appendix B, Illumination Details, will be used on the project. Where there are differences between these details and State drawings, the City of Renton drawings will apply. GAME, FISHERIES AND ECOLOGY REGULATIONS It is essential that the project hydraulic permit be adhered to very closely. Mowat has requested a meeting with Fisheries later this week to discuss work methods and possible variances. The City of Renton was invited to attend. Precon Minutes p 3 Contract 3115 PUBLIC RELATIONS The project is in an urban area. There has been active neighbor hood resistance to this project and we can expect very close scrutiny of the work, traffic control , road closures, adherence to hydraulic permit , etc. Infringement on a city park is also a concern. Dick Houghton repeatedly advised that the adjacent property owners need to be kept informed. Citizen or council questions and complaints will be handled by his office. RELATIONSHIP BETWEEN CITY, STATE, AND CONTRACTOR This project is a City of Renton project administered by the State . All of the Contractor's contacts relating to the project must be through the State. When it is necessary to contact the City, the State must make the contact . GENERAL CONSTRUCTION DISCUSSION ;he contractor feels they have 1-2 weeks of work to perform prior to the work dates on the hydraulic permit. They are attempting, in a meeting with Fisheries later this week, to get this date moved up and would like to suspend work until two weeks before Fisheries will allow work v..uer the terms of the hydraulic permit . The City of Renton would like to be notifies as aocn as a start wtrk day is available. Dick Houghton requested that a sample of the bridge railing be forwarded to his as soon as it has been fabricated. He also proposed that an informational sign be posted showing BRIDGE CLOSED dates . The City of Renton could fabricate this sign if the contractor does not have one available. The preconstruction conference was adjourned at 1: 50 PM. -------- A.M. (BILL CARTER, P. B. Or R�r PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR 00 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.99055 9 ° 106 135.2569 P �rfD SEPI*' BARBARA Y. SHINPOCH MAYOR May 7, 1986 W.S.D.O.T. 1295 N.N. Mall Issaquah, Washington 98027 Attentior: Bill Carter Subject: Wells Ave. Bridge Dear Bill : Please find attached the list of material submittals the City would like to review prior to State approval. In addition, I would like copies of the bridge rnil and walkway rail shop drawings for review prior to the State approval . Thank you. Very truly yours, Richard C. Houghton, Public Works Director RFB:mf Attachments Vil/ IwnIr-c-1/1e- 1 y �i. lvi �QU 11�'(J ,p'*., t Uwr�w1 rNe,cP LTATE OF l►A3iINGTJN DEPARTM NT OF TRANSPORTAn(* ' DISTRICT NO. 1 PRWFCT ENGINEER . CONTRACTOR C0P%UWICATI0N Date May 5 ly 86 To Oavid A. Mowat co. Contract No. 3115 Project _ Welk Ave_ RrLdue Replacement From Bill Carter Jr.A. No. BRM 1157-1 S9 No. City of Renton Subjects The following list of materials will need a Request for Approval of Material Source. The material must be approved before payment can be made for each item. This is not a complete or final list. Item No. Item 9 Gravel Borrow 11 Concrete Inlet Precast, Fram 8 Grate 12 6" Jnderdrain Pipe 13 14 Catch Basin Type 1 8 2 Precast, Frama 6 Grate "I Catch Basin Type 2W[Oi�Water Seperator Precast, Fran R frate_Uil/WAter ^Separator. 17 B" Plain Concrete Storm Sewer, Pipe 18 12" Cl . IV Reinf. Concrete Sturm Sewer Pipe 19 21" CI . IV Reinf. Concrete Storm Sewer Pipe 20 Bank Run Gravel for Trench Backfill 6" Gate Valve - Valve OoeraZion Nut Extension %K 8" Gate Valve 2 18" Butterfly Valve C, y — 24" But erfly_Valve__ Valve ,darker Post ov. 2 iplowuff Assembly, Ct Iron Valve, Box, 2" iialxanized run r ? . e i _nri as aTe Va1ve, 22'f�Tau t; Chain concrete met er_, Q� ? 2§) Hydrant Assembl Guard Post �Nwt acror'h 377f ra. ervrce onnection 314" 4sp r tu�itfy —^ :uc r e oo T'ipe or Water Main, Concrete for � irus oc s, cement Aggregate '- __8"-Ouc{iT"Iron �ater /4 ' _ 18"Ductile Iron Pipe for Water Main N°t —T3I� '— "---71f^' DucCile"lion Pipe fior Water Main uof 4+S� rruo� waytr A , AU ._ . ygr ,.,Ga]van ized 3/4_' Round $a.fety Step, Galvdnized.}IAey.ing LaddEr, Pol,Yethertene Foam CONTRACT 3115 MATERIALS Item No. item 38 Cofferdam 39 Gravel Backfill fnr Walls 40, 42 80 Ton Concrete Piling & Test Pile, Steel Casing Pile Tips, Reinforcing Steel , Concrete Cl . AX, Cement, Aggregate 41 70 Ton Concrete Piling, Steel Casing, Pile Tips 45 Steel Reinforcing Bar for Bridge, Tie Wire. 46 Steel Reinforcing Bar for Wall 47 Concrete Cl . ZX for Bridge, Cement, Aggregate, Air & Water Admixtures, curing Compound 48 Concrete Cl . 8 for Bridge, Cement, Aggregate, Air & Water Admixture 49 Concrete Cl . B for Wall , Cement, Aggregate, Air & Water Admixtures 50 Concrete Cl . D for OX for Bridge, Cement, Aggregate 52 Superstructure - Welis Ave. Bridge Grout for Grout Pads, Elastomeric Bearing Pads, Water Line Hanger Assembly, Access Door Assembly, Railing Type A Assembly 53 Bridge Lighting - Complete Flush Muunt _ju71 on fox. Luminaire Underdeckb Iaml, �nchnr bU).Ls._GQ[iL4_it PYC Sch__40 A 80, Rigid Steel (All Sizes) 54 Rai I i siq I pe iaaware- 55 Rai lino Type , Har ware_ — 56 d erprooTiny one Ceel=e Sur"ace Clear Sealer S7 Electrical Conduit 58 Asphalt or Tack Coat 59 Anti-Stripping Additive 60 Asphalt Treated Base Incl . Paving Asphalt, Asphalt, Aggregate 61 Cement Concrete Driveway 3 Day, Cement, Aggregates, Air & Water Admixtures, Premolded Joint Filler 62 Concrete Cl . A for Bridge Approach Slab, Cement, Aggregates, Air & Water Admixtures 63 Steel Reinf. Bar for Cement Concrete Pavement 64 Epoxy Coated Steel Reinf. Bar for Cement Concrete Pavement 65 Asphalt Concrete Pavement Cl . B Incl . Paving Aspahlt, Asphalt, Aggregates 67 Topsoil Type A, Ayrigorm Fertilizer Tablets, Bark Mulch 68 Temporary Water Pollution/Erosion Control 69 Plant Selection English Holly Tree, Reinforced Rubber Garden hose, 2"x4" Tree Brace Enclosure, #18 Tie Wire CONTRACT 3115 MATERIALS Item No. item 70 Plant Selection Vine Maple Tree 71 Plant Selection Flowering Cherry Tree 72 Plant Selection Flowering Crab tree 73 Plant Selection Pt. Reyes Kinnikinnick 74 Plant Selection Bearberry Cotoneaster 75 Plant Selection Japanese Garden Juniper 76 Plant Selection English ivy Plant 77 Sod installation 79 Cement "oncrete Curb & Gutter, Cement, Aggregate, Air & Water Admixture, Premolded Joint Filler 80 Temporary Concrete Barrier Precast, Connecting Pins 81 Paint Stripe 82-85 Plastic items 86 Plastic Traffic Button Type A, Epoxy 87 Permanent Signing Fabricator, Aluminum Sheeting, Reflective Sheeting, Legend B8 Illumination System Revision - Complete Wire. Conduit Junction Box Type lA^Splice Kits, Fuses & Fuse Kits, Cement, Ayqregate, nc or Rots. Reinforcing Steel 89 Type III B�arric-&-Y- 92 Gravel Backfill for Pipe Bedding 93 Gravel Backfill for Drain 90 Concrete Cl . C, Cement, Aggregate 95 Cement. Concrete Sidewalk, Cement, Aggregate, Air & Water Admixture, Premolded joint Filler 96 -98 Brick items Brick Pavers, Cement, Sand, Muriatic Acid 99 Gabion Mat, Gabion Filler, 100 TemporaryChain Link Fence, Posts, Brace Post, Fence Fabric, tension Wire, Hardware 102 54" Manhole Typel Precast, Ring & Cover ll� Pipe manufactured in accordance with ANSI A21.51 and AWWA C P51 lertLd of Design outlined in AN A21.50. 6--36" pipe 18 foot nominal laying length. No(i �TYr'W Risk 15 U560 09V-/ ON PAQAC 5>4re, A40 14 S. PIPt �Jorev75� Mechanical Joint W t. o - -- --� . 777 Thlek� Thick- OD. a Barrels Wt. ofI Wt. Pere AvC. WL Wt. 0l3 WL Pill Avg. W Size 4 ness 1 neas in. Per F Bell I Lgth.t.l Per Ft.$, Bell Lgth.t Par F114 Class]�In. -Lb. Lb. tj LLb- j Lb• J Lb L Lb. 3 51 0.25 3.96 8.9 7 165 9.3 185 9.2 3 52 0.28 3.96 9.9 7 185 10.3 205 10.2 k 3 53 0.31 396 10.9 7 205 11.3 225 11.2 Z 3 . 54 0.34 396 11.8 7 220 12.2 245 12.2 3 55 0.37 3,96 128 7 235 13.2 265 13.2 56 0.40 396 13.7 7 255 14.1 280 14.0 z 4 51 0.26 480 11.3 11 215 11.9 16 220 12.2 4 52 029 4.80 12.6 11 240 13.2 16 245 13.5 a 4 53 0,32 4,80 13.8 11 260 14.4 16 265 14.7 4 54 035 4.80 15.0 11 280 15.6 16 285 15.9 4 55 0.38 480 16.1 11 300 16.7 16 305 17.0 C 56 0.41 480 1 17.3 11 320 17.9 1 1E 1 325 18.2 v S' 50 0.25 6.90 16.0 18 305 17.0 22 310 17.2 51 0.28 6.90 178 18 340 18.8 22 340 19.0 i f!'M 0.31 6.90 19.6 18 370 20.6 22 375 20.8 a 53 0.34 690 21 A 18 405 22A 22 405 22.6 54 0. 690 232 18 435 24.2 22 440 24.4 55 6.90 25.0 18 470 26.0 22 470 26.2 56 03 690 26.7 18 500 27.7 22 505 27.9 50 0.27 9.05 22.8 26 435 24.2 29 440 24.4 51 0.30 9.05 252 26 480 26.6 29 485 26.8 J 0.33 9.05 27.7 23 525 29.1 29 530 29.3 53 0.36 9,05 30.1 26 570 31.5 29 570 31J t 54 0.39 9.05 32.5 26 610 33.9 29 615 34.1 a 55 0,42 9,05 34.8 26 650 36,2 29 655 36.4 56 0.45 905 37.2 1 26 695 1 38.6 1 29 700 38.8 10 50 029 11,10 30.1 34 575 32.0 39 580 32.3 10 51 0.32 11.10 33.2 34 630 35.1 39 635 35.4 10 52 0,35 11.10 36.2 34 685 38.1 39 690 38.4 16 53 0,38 '11.10 39.2 34 740 41.1 39 745 41.4 10 54 0.41 ! l 10 42.1 34 790 ".0 39 795 44.3 10 55 0.44 11.10 45.1 34 845 47.0 39 850 47.1 10 56 0 47 11_10 48.0 34 900 49.9 39 905 50.2 0* 50 0,31 13.20 38.4� 43 735 40.8 49 740 41.1 12 51 0,34 13.20 42.0 43 800 44 4 49 805 ".7� 12 52 0 37 13.20 45.6 43 865 48.0 49 870 48.3 - 12 53 0.40 13,20 49.2 43 930 51.6 49 935 51.9 12 54 0.43 13,20 52.8 43 995 55.2 49 1000 55.5 12 55 0,46 13,20 563 43 1055 58.7 49 1060 59.0 12 56 0.49 1320 59.9 43 1120 62.3 1 49 1125 62.6 f Including bell ca,culated weight of pipe founded off the nearest 5 lb llnclud,ng bell a,erage weight per foot based on calculated*eight of p1pe before rounding. *Tolerances of 00 of spigot end 3-12 tn ,e0 06 in, 14-24 in •0 05 m. -008 in 10 1 ; h.ArMQ bA OCDb M'D?b bOQCONOT cObmaO COhb ID CDO'MOCD QQ Y pp ppppNb rNiDOV1 QQ Ob' NAN pip(N��CppyyOb ^Q'm iD KJ OYI CD ScOhA bcOhA�mN AhCD4TTO CO(OWOlOr� ��'��17♦ a} Cp p� O Y)OppO NO 0000000 O Dop ONO 0p 0002 OO 0000 Mpp�cIDp cD MO '"m M' Do woom OCDh baD GiO Qn�[�f tO OqN TOO'N^c'I Or NMSOb N�'ObACO QObA 0/ "NN""M J .•.r.-r rr.-rrr r�.-r rrrr rN rrNNNNfV b cObbbbb MMM c�MM ��r'rrr QQaQQQQ , hhnhhhn TTT NO)TT 'rr- P)------ hnhhhhh � LONQbhOIO OaDbMrDib Nw0Qm{rpO TATTTCD bIDO'!+1 Yf tD NNNr O.1�A ION iD T(�10 ArtO pp TQTP"Cp TOO 30 Y1 YIO TO N N�pr tpr`��^Q NO�n ��ONY1r O ObhA cD�b Ah�CD bhCD CDT ���dOr N O r NN�b�r� rrNNNNN ' � ppNYT)OhNQ ppNbDinO CppD tYO7iQ T Q �[� Nt7 Qi cl�tP0) —n-N0Uj Qs-. 0�gpsDo- TNhNNNNN MR TTO^' VV� OrNNrON QQ A r OT t ' lQdQ 1 " rr "I I MJ . r f a'=0' MMMc�c�Mc bbb bbbb 000000 TTTTTTT [OQ���S.aQO t bbbcD COb� hhhn hhh maDbCDbmm TT TTTTT NNN NNNN MM MM cn MM .-rrrrr rrrrrr rr�-rrrr i i se Oh T'NQO aDbQ.-ThQ yOpNbOMA OOOOO QC7 TrMQCD aDT OOOQMNO OOQMrTh � � hrYlpppp(cDpN YfppNOQTp ppTOOip r{ipp MT O.-nMppl� NpphQ rmO IRON i1,D bQNOCDOM QOCO CD 1D IDn OCDb Ah AaD iObhaD CDTD) hhbT TOO TO O'NNM ,ell � OhM NQb I 'r ',,NNNN ra • 0 0 0 0 0 0 0 O O O O O O O O So O O O O o So O pp pp o O O O O O O O O O p pp pp pC(c�D pp pp O O pp O O O O C MMc7 c'�MM TQQQQ QQ Y)Yf iD Y)Y)OYf cD tD iG iD iO iO CD CD co m in b iam S000000 MMMM MMc7 w Y]YIOOOOO hn hl�rnl� TTTT'!TT iD OOOOO6 NNNNNNN mCD DO CD rrrrrr' 'rrrr "r '...''- NNNNNNN NNN NNN(Np 0)M MM MMcc�7 I c7 p(pO tc�70)c0)c&D)0) U �` C Nl9 Co.,a dO t�i cn^.Q*4vo. Mf�IQ OvsY) MOT)aadM.D� OQ d+nNO rTivQOiN YT1{O QYY'1N10 cOn O O O O O O G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0666666 0 0 0 0 0 0 0 G O O O G O O 0 0 0 0 0 0 0 N OIniif in OOIN O1 Of YI iD0 CN In In woono OO OOi`"n OOY7O Yf In in OO U,In In r .•si . c � ppppp pp o ,♦Ty pQQQ QQ QQ QQ �p�p�p�p ip�p t�pO SS••.S�`' Tf�i R10/0101Y� wTSSnSS �pp NRP�4fVNp LRR7Bi 73RRR,`i6/7 Ii SR IISna 1� w� Subsidiary of Tyler Corporation It SAMPLE SPECIFICATION CAST IRON FLANGED FITTINGS shall be mode in strict accordance with ANSI/AWWA Cl 10 and ANSI Specifications 616.1 (12511.). They shall conform to all details and dimensions published therein. 'Nrnensbro C1 Wwartwn-IrreMs llsrMesl Ole.sF i 0 Plr sive Fleeee Mh F1eep MR 11s1s Neeber Ilan ONw. B.C. Mdr O D Clyde Ttxdn T DMewler of Mtn sw4 LeeFrh 0 2 6 4.75 .62 .75 4 % x 2'h 3 7.5 6 .75 .75 4 %x 1A 0 0 4 9 7.5 .94 .75 8 % x 3 6 11 9.5 1.00 .975 8 % x 3'/. 8 13.5 11.75 1.12 .875 6 % x 3K 10 16 14.25 1.19 1.00 12 %x 4 O.D. 12 19 17 1.25 1.OD 12 %x 4 . t 14 21 10.75 1.30 1.125 12 1 x 41R 16 23.5 21.25 1.44 1.125 16 1 x 4% _ 18 25 22.75 1.56 1.25 16 lac x 5 T 20 27.5 25 1.69 1.25 20 1%x 5 24 32 29.5 1.88 1.375 20 1 h x S X 30 38.75 36 2.12 1.375 28 1'% x 6% 36 46 42.75 2.30 1.625 32 1%x 7 Nate: Drilling templates ore in multiples of tour, so that fittings may be BENDS mode to face in any quarter. Bolt holes shall straddle the center line. rA r--A ( F R R ( 1/s Bend (4S°) 1/16 send 22'/+°) 1/32 Bend (I1Y.°) 1/1 hand(90°} S•7o! S•711 6-700 ifOS Np pwewsrews W1. Na Oiwewslrw. Wt. Nu Dlrewrsiam wt. flee DlwenHere W1. e A e A e A e A 2 3 4.5 14 2 2.44 2.5 12 2 5.03 2.5 11 2 10 15 2.5 11 3 4 5.5 28 3 3.62 3 20 3 7.56 3 20 3 15.25 3 28 4 4.5 6.5 45 4 4.81 4 40 4 10.06 4 40 4 20.31 4 40 6 6 8 •8 6 7.25 S SS 6 15.06 S SS • 30.5 6 SS 8 ) 9 105 8 4.44 5.5 90 8 17.62 SS 90 8 35.5 5.5 90 is 1 11 1•S Is 19.46 6.6 130 10 22.62 4.5 136 10 45.69 6.6 135 12 10 12 235 12 13.25 7.5 195 12 77.67 7.5 205 12 55.81 7.5 205 14 11.5 14 330 14 12.06 7./ 245 14 26.12 7.5 2" 14 50.76 7.6 2S5 16 12.5 1S 430 16 13.25 s 315 16 27.62 8 32i 16 55.81 8 325 14 14 16.6 SW is 14.6 8.5 3TS is 30.19 8.3 3" 1s W.94 8.5 384 20 15.5 Is 685 / 20 16.88 9.5 485 20 35.19 9.5 SOS 80 71.06 9.5 us L 11.6 22 ION 1 24 16.12 11 730 34 37.0 11 1" 30 21.5 23 1755 30 27.75 '15 1335 30 S7.81 is : 1385 36 24.8 28 26" 36 36 Is 21" 36 72.M 1s .t. ANN/AWwA CI1•/A21.14,ANN/AW W A CI I I/A21.11 Tyler► Afilanw Division s P.O.Sox 207/0 Tyler.Taos 7f710 9(214)M2-Sf11•T�1ex 73f410 Subsidiary of< '� bIMEN5fO1E� Tyler Corporation SAMPLE SPECIFICATION 2 THRU 36 MECHANICAL JOINT FITTINGS shall be grey iron, class 250 where applicable, and shall be produced in strict accordance with AWWA Specifications C110.77. CIII.72 and Federal Specifications WW-P-421c and shall conform to details and dimensions published therein. JOINT DIMENSIONS, ACCESSORIES, WEIGHTS DIMENSIONS IN INCHES 9" A e C D P O X ! K' K' L M N O ► s y 2 2.50 2.50 3.39 3.50 2.61 28° % 4.75 6.25 6.25 .75 .62 .50 .31 .63 .44 .08 3 3.% 2.50 4.94 4,94 4.06 28° % 4.19 7.69 7.69 .94 .42 .75 .31 -63 .52 .12 4 4.80 2.5C 5.92 6.02 4,90 280 4 7.50 9.12 9,12 1.00 .75 .75 31 .75 .65 -12 6 6." 2.60 8.02 8.12 7.00 28° % 9.50 11.12 11.12 1.06 -q ,75 .31 .75 .70 .12 B 9.05 2.50 10.17 10.27 9.15 28' 1 11.75 13.37 13.37 1.12 1.00 .75 .31 .75 .75 .12 10 11.10 2.50 12.22 12.34 11.20 28° 'j 14.00 15.49 If.62 I.19 1.00 .75 .31 .75 .00 .12 12 13.20 2.50 14,32 14.44 13.30 28' 4 16.25 17.94 17.88 1.25 1.00 .75 .31 .75 .85 .12 14 15.30 3.S0 16.40 16.54 1S." 280 % 18.76 20.31 20.26 1.31 1.25 .7S .31 .76 .89 .12 16 17.40 3.50 18.50 18.64 17.54 28' w 21.00 22.56 22.50 1.38 1.31 .75 .31 .75 .97 .12 18 19.60 3.50 20.60 20.74 19.64 28° 'j 23.26 24.93 24.75 1." 1.38 .7S .31 .76 1.05 .12 20 21.60 3.50 22,70 22.84 21.74 28' 'ti 25.50 27.08 27.00 1.50 1." .75 .31 .75 1.12 .12 24 25.80 3.50 26,90 27.04 2S.94 28° 'j 30.00 31.S4 31.60 1.62 1.S6 .75 .31 -7S 1.22 .12 30 32.00 4.00 33.29 33.46 32.17 20' I's 36.88 39.12 39.12 1.61 2.00 .75 .38 1.00 1.50 .12 36 34.30 4.00 39.59 39.76 38.47 20- 1'j 43.75 K.00 46.00 2.00 2.00 .75 .38 1.00 1.90 .12 W1.e!Wand. Pipe e sets Both and barrel she Na, sise Leth. Oaskn,Lb. 0.0. 2 2 % 3 3.5 2.50 �+3 4 'j 3 7 3.96 rNKu se•QLAWS L-.+ 4 4 3'n 10 1.80 MAY M TAPERED 1° D 6 6 y, 4 16 6.90 8 6 Y. 4, 25 9.05 X Ie 6 Y, 4 3e If.10 12 8 1 4 40 13.20 0 S 14 10 Y. 4Yr 4S 15.30 16 12 t AIA 55 17.40 TEZ / ' ! is 12 % 4y. 6s 19.50 ' Y =' 20 14 1. 41A 85 21.60 N P 24 14 % S ley 25.90 B 30 20 1 6 220 32.00 Kt J C F 4 D Kr 36 24 1 6 285 38.30 tw Cement mortar lining pi-spored in strict accordance with ANSI A21.4. The mortar is a thorough mixture of exact proportions of Portland cement, sand and water. The cement is applied by skilled craftsmen, and is cured for 24 hours before tar tooting. All castings ore cured in a special area to assure even drying Wnd den � t AM A21,1e(AWWA C11111-M,ANSI Att.41(AVARA C111-t!)=it hd,%M. Tyler PipeNNttias Division 0 P.O. Box 20V 6 Tyler Tess 75710 4(214)M7.9511 6 Taux 71741 Style 67 Dresser M & H GateValve Parts AWWA NRS Iron Body, Bronze Mounted, Double Disc, Parallel Seat 2" to 12"-200 PSI Working Pressure-400 PSI Hydrostatic Test 14" to 42"-150 PSI Working Pressure-300 PSI Hydrostatic Test Parts List 7For Double Disc i Menge — Ma! Bronze 2 BOOY 1 Cast Iron _ 3 Seal Plate Steel I Bolts and ` Nuts 4 Body Ring Bronze 5 Operating 1 Cast Iron ut 6 Bonnet I Cost Iron -01 7 "O"•Ring 1 Cast Iron • Seal Plate f "O"Rings 2 Rubber 9 Seat Plate I Asbestos Gasket 12 Bonnet 1 Asbesto oj Gasket 14 Boy. -- stee- Sonnet Botts and Nuts 15 'Stem Nut 1 Bronze 16 Spreader 2 Bronze i 17 Disc 2 2rh' and under Q Bronze over 2Ys Cost iron with Style A-01 Non-Rising Stem with r Bronze Mechanical Joint Ends Ring 19 Locknut or 1 Steel Lockscrew End Connections Accessories Style Numbers, NRS Gs,nng Farms 67" 24 BY-Fasces .............. .rime 67&4.24 7V47 Somu bona❑ ....._................. Farm 676-22 Mora Operated _........................Form 67623 nip SUMS Formn 476J 5 ..........Mechanical Joint Ends EaUne'W SIM ..........................Firm 4761 Cleano s ....................... Form 67626 Flanged Ends LYyir wMe& .................. Form 67626 PVC % Moors Track line Saps.................Form 67625 Indiutas .................... Form 67624 Asbestos Gment Ends Screwed Ends 67 98 Concrete Pipe Hub Ends 67.09 Hub Ends 6710 One End Hub. One End Flanged 04;7 One End Flanged.'" One End Meet M011ll Jelnt FORM D676.5 Styles 67& 68 Dresser M & H Gate Valves AWWA Double ' 3c-F arallel Seat 2" to 12" — 200 PSI king ressure 400 PSI ostatic Test 14" to 42" -- 150 PSI . ing Pressure 300 PSI M; -rostatic Test p , It a i e v, Style 67�lh NRS Mechanical Joint - - DIMENSIONS IN-INCNR A NO Y sas / — ]OY, 32 12% 13% 11 1144 15% 16% 16 - 17% 25% 21% Yµ 36% With .Pass — ITA 13% 21% % .% V. L'A 32µ 1,Hub pth Nub I. T_—_7 4.7616.101 7.1111 110.10 12 . . 11 .li 11%b0 6.%32 11: I % . ' / YX wn 13b on so. _ % pY — o air' ass — — — — — — — — — With .Pass — — — — — 1 17 % 20u 20% % Y % % N lad nR n��arif.f % r%1 % 'hi _ 11Y lY 1% 1 IK I'% 1% 2µ 1 2% J tang D.eneter 1ri 9 16 1 23µ % 32 Im 146 53 i` K ott Qrcr i meter IY % 6 716 14% 11 1 IMI ZIA 22% , 42% L NumD'e, pf N F% % }% FM 1 -% 2-14 12-I t 6-1% 20-11A 20- % o se — u % 6 N With y.Pass _ — — — — =-'11i7 f 2ft µ 31 IDK 1 0 Nub Depth tµ — M _2% :. — � 3 1%i 6— 3µ Sri 3% ' 3µ 1 i-,i 1 P LD.Of Hub Ibl — LK' S.^' .15'il.ia l33.10 25.53 17. 1979 21.7/'1604 k.A'3e I5 N.11 Q Bat ,role d Diameter % - yh; -1/ 1 % ;air, 21 3% % % -A!- 50% Number and Diameter of Bah 6 — 1-tl A._. E-.% '3-Y 41i 1Pti -% 1-% 11-% 16-Y AI 11-1 TB-1A Y LaYrn Lan —No a — Y, 6% % �3% ff 17 1 ri 1 31 1 13 Like! o tnd — — % µ µ ' 161A 17116 AGx�in B_B r(Depth 3µ 3% 1 Iri Mh — _ — — — — I % % µ Is % — — — — — — > EF Beu to End 30% 'A d 11 11 12 % / 3 % it — — —_ _— —-- — -- — — — — Cj Sb Coni LCsonmv. _ % — % — M — — — K — V. 1141 4306 . Pthrn 0W � 30'+. t2.1, 16K lly6 IIR 23ri 33Ya % N% /A1i 50A •% MY ,na hin�oyWe Dist 9• �:0% 1 A ISh IPYe 27% ri W6 33% R l3A • % % nbr V lve— op tem iasso) InA ] ri 16 1 µ )lµ /)µ N% % 6 13%, fall 101% U nter alva— op tem Open) 17')y 6% 1Mi 3K 31 40%i y. % wi IS% at 6.'A 111 1W% V Opartlin'Nut care I _ } 1 W Wheat D th"elf 6 6 U % l l0 22 N 30 urn.to Open—N. 1Y 10 12'% 19% �h A% 3% N S6 % /6% 62 urn.ro aV 10 li 11 29 % Iri NOTE Gate valves for use wrtn 2'a-Methan,tal lent Plot Snot Irs%a)tan be suppl,ao. r-2ri.11'ano lr are nor raoo6naeo by AW WA Saa Forms 616.5 and 676.6 for Parts List. FORM 0676-3 AWWA Class 150-B Butterfly Valves 3uggesied Specifications: 4" i hru :4" A. Geberd 1 day Type All butterfly rains shall be of the rubber-sated tie' akaieg type All butterfly naives $hall be of the rubbet- Wd ugh+dosing type. They shall meet or exceed AWWA Standard C503. All naives $hall Tpey shall mael or noted AWWA Standard C50s. All valve shall be Eraser "/50" butterfly Valves,a approved equal be Dresser•Y50- butterfly valves, or approved aqust. Vain eai sW1 be:(Selat darrod) Both valve ends shall be trtethanical-joint(a Other a stated at right) A. Wale TyW body-Suiubk for installation between 125/ es per AW'M'A Standard CIII Accessoris(bolts, glands, and gaskets) ISO/ASA flanges.(AVailabkC thru 20".)Note kyins JeWha due be supplied by the valve ni nufamuter not in record rah Table 2. All,al•a must use full AWWA C%4 Class]SOB Valve shaft diameter. L Mapd-Shon body Volvo per Table 2 of AWWA :spec AM full CIA" 150E undeeprotad-awioe-operates torque ratmp CSOi Flange shall be 123/ ANSI. (AVailablt all wea.) Also throupboia ciaLm tmveL to provide capability in operation a Ranked by AC ends in 6-,6"bed IT'ass and Retailed by MJ stanallwaT aervae. .. ,. a6 al Feria. d. ivahe G Dresrsa C"Weseks pat,-AO aansrries (ie. pickets, falluwers, bolts, etc.) required to isWl the vale to a ppetat . of speetftad muide dtiaase dull be famished bee the Vale Val" body s a ace ion ASTM AIX Close b - manufsnurer The desip shalt portion rern"W J the Val" with I8-6 Type M stainless stet! body scat. V" vane dap be from the p;pehne without tksWrbing the ad)acsat piping d midi a rsyth cast iron ASTM Ae8 Class 40, havft n"M 00 sball ptrmu cutting late w causing pigidiv,without additional Mechanically setarid With an late" 111-8 uunkss steel dsp ft Iltuap of tsapbng Available sisa a"On 12"oily) lead I"stainless steel self-heed orseam pipe oaurde duaeur w( ) • Rubber sat shall be a fufl pru 360'aat not penetrated by the Valve D. Madakal Plain Bill WAS of Vehe shall be "Mr W y Wall. Valve sluft shall be one pus, ateMsns fat) slat through the AWWA CI Il. -M)" aoaaaoris(bobs, Stands, to►W) eras w� wire Valve bed oWww e;th no nsckdowa lu"ys or hob to . be supplied b •aloe srtsafet enter. (Available all als-a,o woken It Vale shaft "I have SDe stainless and journals rousing breed by MJ in 6-and r vim) - - - •to re wforcw Winn beviop. Vales sbaB have perenueaty-sees -L - AaassLsers ryas•-9uitaMe In ee with Clam lA ere 30 't two-way Want beanq, Flop-tg$ball be'uipk-wear'rAbbeir deaipd ,,,,.aschineelesd uhsssa cvaset Isle- (Gaskets by Rib►) for ptmnaneet duty in tas"roend sesvia. i (Avsi,bk a" Ihrs tr seed If-. Also Fynd 04 a Asbsasa• jsx G to K4. a i+R t.d avaiklsk b eels 6".i"soil l7 J - y; iI." Mats by Drsoo CasMdca p/a-Suit" he as wth a ValvenpvM« dull be of the rood; eat t egad' -=+x' ,US#at ISO/ ANSI FkW was bile and cW 'coca VAIL xR Valve eg- ype, PAINk ,,1r. Medaa"a asbrla.aaeaet pipe as the otba The dip , aw. ad lubriwad for vockr{round eservto It shall bt eWW,atnib.+ a .; bell gseY rsaovel Of do Take fits the pipdkr redoes .staling an overload input torque of 450 fL JUL At halkiyee RiN;�-rig' jlyg{Yp IY S66com law" sd dap IUM. vet Pont" W;tbout da nap to the Val" valve op . It*a bl-r.s- �r witboa sddtioW swap o� am ea a arata eouplinfdea a w. • Werabstr w taut wpm;e al m water t, 2S L listed Phnom .bar.•.filer ass r'i'b"aJyJ Nsnba cs torn to opens;+ al di shad be a al" below b ands q.' staey rssnl e senVeeAcrul dsaartetWw valve pnaios: al Ta-: VblVe(See"dw tlW Minimize Taste hammer 1 ML r_b lc* `'��� wire - ►ipaad Tura and Tarr A. (hbarmat -1Ss"C'skR) Val"Sin to Close Vain Stte_ ro Clos L Chub la' Hadabs/, s Cbdabed W/A 1st of dkaia)- C-C _ 161A I4•-16" _ 48 _ t _•11"M MYd.-AB manual spalatan for aaviea edW Militia _ ttsda hag posed s have pautien b"llar said al d be Also* y r 26 rt"•2O" 72 wda.ad ad permuasetly,Idr' - ' Is any arsst,a Itslatiiiiiiiiii ir-ir 14 M. 1q pad o no 10 Bat the tn7sk a a1W 1'W produce BAR Teed I ' _41 we tb.afl600 wasis need. O*mm dmM VAN 9W be capable of easy down by ese sr soft aeedsd �Ibs �1 on saa4 or ward at Ri�opr and fWFtJse6 p�a4 Vale key.ease under tmtcracnq line-break troadlibm a mum a Um wt t daunaae to Vain s opwtor. Oprraten d be Ones That-would cause a valve ra"Mus opwiy brM Tapi► ' •.; of db n ra-h1w" typL Al vJva sW opm kft (dock- ; asset lv s muds li two tams tlWelA Clan Iped .•..G CyMar--Cylu der oparsar id be d the boa•: aaus6 Ali valves Wall opa ids (right), ad be Tawppad with r AWWA- saaryuratiaa-Cylinds bead*A be d solybdeaus-dadfide eparaurtp tut. _ i. laid slaw liter reinforced rpWy taliap,to proridle a omens -' t.'.*'-:. Rae, if-1abriu4d W# .rah barrel. Rod eel shall be d . r cleated V Vbht y shall bry nnrtlwe Molytdeamd'adik ifad b Proaide s aK�t6risasR 3 T►e lased vets body shall y. Idris ea/d la6Melad 6�spyr raF. (ear bk mL _ Grabrday-fro in the watswsY.VaM sr dal ipa RWB Yl�• :`.-'_ "ma tad dW be d bawd dromhss sd Il-p oi.Jas ssaL - bra spay tsxnias. s by deers be top ad boom said a a pllawvy ty hew aadus+ L Tab a .a. .5 ,: 'Uniy far post- Wousa Ovid"ball be nraspl s6/ �' AR ralves shall be tamed t a rand I*broua k+rinp a va6 d honsts droddrMs ill side lei bottkt iiph Ale+`S- - e in eclwe EMbe spersanr mddhs pow red rbab ew ausdsatrrar a fdlowe ... _:. ... . •.` �jg _ P tars it ......:....................... ..W psi '-t'-• "'Oposar dean prodaca hb AWWA Stasdail C'SOM Tsk I s Wvis............ ISD psi - 2.' +Wet toryat rin it"YsP see MA)R) L.:,jUa ddios a drestakps+taly bps ahsB be slssw r: -�Dgs1B�)(aIyr�A)(1ts�.l�ret o rawm aspp�y iaiancr) [i} NoeC7Bda 7r1M Bf/L awK vJaa M fo0owc i....� �az 4^t. '1sssdddA�ardrM1� s .. .. .,., a .'t � .r• .y t 1 � -". Im:.;t, u-iic -te ,.7;, m Inches HOW TO ORDER in oroe,ing. please give the following intormatiom I. Ouanhty and Style f'450 1 2, Sae 3. Eno Connection 4. Type of operator. 5. Open "Right" or "Leh.` (Underground valve only) 6. Specify line content otr,ar than water. 7 Specify AL-CLAD"'coating, 11 desired •Dwai�t .,tAp1«down«,a,,nquatl. �Y4YaIti 064rre►liw9 - 10% 119 t3 16% 17% 20% 22,. 2• 26;5 30 • T7aat �Wlva to 9rd Cou4t 't 5% •% 7% 9% 11% 131A 15 16 17% 30% F T16¢.flH.%sirh 6%R.'. - rAsanf'Lat p,..�+ '}r. • fi 1 1S 1% 1% 2 2 2% 2% 3 2% 2K 4% 41A 6x 5% fK 616 7% 7% 7% 3 9% 9% 17% 12% 439 13111 1414 4.90 7.OD 9.15 1120 1320 'A116." Mbil 19.61 21.74 25.M 7% 9% 11% 14 14% 19% 21 23% 25% 00 6 6 6X 6% 6Y a' "4.7 a,40 9 05 3.660 y � t I4.740! 8.40 8890! 11 f30!132901 5.060 71•D 9.360 11960 14.110 6.6tlo! •.6t0r 10.7341 12.7191 - • 4.545 6.6w $.we 110213 1 ZA64 W } erh` S 3% 4% 6 6% • w t0 1S1% 1T% 12 13X %r,AvaxaD+m 14`. 1111-.x 24 SMa 7A1 9.21 11.79 14.02 ir- .f 2x 7% 2% 3% 3% 954 4% %% 61A 9% 11% 14% 17 19% 21111 22% 26 ,' E 6 6 6 5 a 9 • • 6 �.y.+ 7% 9% t,x 14% 17 \•% 21x 22% 26 9 • 9 1014 to% 12% 12% 14% v4% 10%, 43'ar1M w!7�rh '✓ 31K 3% 4% &K 5% iK /% to% 10% 16% 00 Olrwalw �S61tl r 1•% M% 24 35 36 p 401" 72 - 72 v ' - "fr • tla1�' �;; 1 W 1f 12% 17% 1fK ln% - 177! 17%.,. 214 •9,M.x 9tlae1i6 0 Af 4% 5% •% 2% 9K \"% 10% K d„ 39 to• 10 144 : T n: 19% tsx 2a >d 35 � in 23., F2 9D .. -. . • 12% In - 14% \9% 19% ••35i i 31 21 J6 t } a ��• vx 'y71 9% N29 t9% .Tus�S ;,t.v N •. 1 •?.MNlaat aa4.v"we to 24•CIau1606vNva.Taa 24•aly%a,aaava,lobw In a 0lm 760 vJwMww10•IfrwwlaMwaMMw.MINO..���a+�L r �. 1 • 11 I CLOW F2500 Fire Hydrant Sample Specification Fire hydrant shall be manufactured in accordance with AWWA A star, nut shall be provided to prevent ertravei and compres Standard C502, be of the break flange traffic model type. and Sion 01 the stem present a low profile with a modern design exterior The main valve seat ring shall be br and screw into the Hydrant shall be designed for 150 PSI working pressure. and bronze drain ring tested to 300 PSI hydrostatic pressure. rfydr)lrft shall have a minimum main valve opening Of(4 1h'or Hydrant shall be of dry top center stem construction with the 5'. 1. main valve Opening against the pressure. The operating:tut and Inlet connection shall be _ .inches(mechanical joint. flanged, thrust nut Shall be made from bronze Thrust bearings shall be used to absorb thrust in opening and closing the hydrant. Bear ring file or pushOn for CeSt iron,cutting in or super lock) ings shall be located both above and beolw thn'St collar Hydrant She)) have two 2': ' nose nozzles(and one pumper nozzle) Nozzle Infeads to be National Standard(or conform to The"split break away" safety flange and stainless steel sltaD-onownStandard). Operating nos shall be Na- ring at the grotindiine shall allow 3W' rolanon of the standpipe poSallr+Standartl of shape. 1 bz' rMilt to Rai. for conform for positioning purposes - to present Town of Standard). The flanges on the nozzle Section and sW shall connect to a Hydtant Shall be suitable for installation in —it depth of ductile iron barrel which utilizes grooves Cut into the barrel in trench (or as indicated in plans) conjunction with a stainless steel snap-tn ring, and safely flange Components for retention Hydrant shall turn(counter Clockwise of Clockwise)to open. and Hydrant shall be provided with a bronze dram they shall be painted tube lhel permits draining into a 360' drain channel with a minimum of two',' Hydrant shalt be the Clow model F2500 as manufactured by the outlets. Valve Division of the Clow Corporation Oskaloosa. Iowa or at)- Main valve seat ring removal and extension of the hydrant Shan proved equal be accomplished without digging. A short compact wrench shall be used to assist in these efforts Ordering Information When placing orders or making inquiries. please furnish the fol Site of Inlet connection 4 , or 6-inch. lowing information. This information will enable us to answer Depth of trench or bury Distance from ground line to bottom your questions. prepare quotations. and fin you, order promptly of connecting pipe. Lack of essential information is almost sure to cause delays Use Figure Number where possible to identity the product r' Direction of opening Usually open to left fcounterclockwise): wanted open right (clockwise). when specified ORDERING INFORMATION—HYE RANTS - Size and shape of operating not National Standard is 1'Ai-inch Ouantity pentagon measured from point to opposite fiat at base of nut Hose and pumper nozzle threads If other than National Stan- dard. thread specification and nut size must be furnished in the following manner Size of main valve opening 4117 or 5`a inch (ai Send sample nozzle or mate hose coupling. or _- Number of 21h' hose nozzles. (b)Seed drawing giving complete thread specification.or (c)Refer us to previous hydrant order. Complete records are ' - Number and size of pumper nonies. kept Of all tnstallatlons. _. Type of inlet connection Hub.Ranged. mechanical form. etc Color' Specify color of paint wanted F•2750 Hose and Hydrant Wrench Adjustable Hydrant Wrench with Spanner F, hoth Pm type and Rocker type hose couplings 1 CLOW Corporation CLAN Valve cs,i,on Iowa P.O Box 350 OSlve Divas Iowa 5�c'? 515-673.86)1 Bulletin R683 CL:W Hydrant Parts and Material Listing 1 4s Part 45 1 Na Of Descri lion Material 4 1 1 Operating NU' Manganese Bronze ASTM 8-W4 42 5 2 1 Cover Cast Iron ASTM A 126 Class 8 3 1 Nozzle Section 12 Nozzle% Cast Iran ASTM A-126 Class 6 I 1102M Sedum 13 Nozzle) Cast iron ASTM A.126 Class 8 2 t^ 9 4 1 Thrust Nut Bronze �� 12 5 2 Thrust Beating Race Hardened Steel 6 1 Standpipe Ductile Iron ANSI A21 50. A21 51 38 7 1 Lower Flange Cast Iron ASTM A 126 Class 8 48 8 1 Bottom Cast Iron ASTM A-126 Class 8 13 40 1 Bottom(Drain Ring Option) Cast Iron ASTM A 126 Class 8 9 4 Hex Hd Capscrew',—11 NC x 11. Zinc Plated Steel 43 .n 1 Cover Gasket Neoprene I 11 1 O ring-152 Buns-N- 39 12 1 NIX Stop Nut 1'-8 NC $teel 13 2 0-ring-218 Duna-N- 14 4 Hex Hill. 90 N—10 NC x 31h Zinc Plated Steel i 15 9 Hex Nut %-10 N' Zinc Plated Steel 36 22 16 1 Upper valve Plate Cast Iron ASTM A-126 Class e 1--48 17 1 Hex Head 14NX 21.with out to eSS 3 18 i 0-ring-214 Buna-N- 19 2 Standpipe Gasket Accopac 35 20 1 0-rmg-259 Buna-N 21 4 Hex Hd Boll Y—10 NC x 411z Zinc Plated Steel 34 22 1 S-Hock 13 Ga x 1' Z:nc Plated Steel 44 I 23 1 0-ring-258 Buna N _ _I 24 1 Valve Seat Rubber ASTM 02000 AA915 A13 B13 ) 51 t 25 1 Lower Valve Plate Cast Iron ASTM A 126 Class B 26 s0 26 2 Retaining Ring 300 Series SS 27 1 Valve Seal Ring Bronze AWWA C502 80 15 I 28 1 1 Orw-Lok Stud 46 x 1. Brass Plated Steel 32 29 t Dram Tube Brass Tubing 31 33 30 Driv Lak Pin ". x t 4. Type C 303 SS 37 31 1 Hex Hall Bell ',.-14 NC x 3 18-8 SS 32 1 Hex Nut ',.-14 NC 188 SS 30 6 33 1 Lock Washer '., 18 8 SS 29 34 1 Pin '„x 2',Type E 303 SS 16 28 /-- 17 35 1 Stem Coupling Cast lion ASTM A 126 Class 8 218 / 36 1 Upper S,am OL 1018 CRS 18 1 Upper Stem OR 1018 CRS 21 37 1 Lowe,Stem 1018 CRS 38 1 Steamer Nozzle Bronze AWWA C502 80 26 7 2 Hose Nozzle Bronze AWWA C502 80 1 19 39 1 Steamer Nozzle Cap Cast Iron ASTM A 126 Class B ? Hose Nozzle Cap Cast Iron ASTM A-126 Class B 15 20 40 1 Steamer Nozzle Gasket Compressed Asoeshis 19 2 Hose Noz27e Gasket Compressed Asbestos 47 41 3 Nozzle Cap Chain -zinc Plated Steel 23 42 2 Bearing DNrm ar Cetcon Acelai i 43 1 0 nni Buna N- 24 $ I 0-Ong-226 8una N 46 I Hex Hit Capsc 1.-16 NC x',LG Z'nC Plated Steel 25 —i— —'—' 47 1 Drain Ring Bronze AWWA C502 80 8 48 1 Trench Depth Tag Cast Aluminum 49 1 Upper Stem Slee•x Brass Tubing ASTM 8 135 Aaoy 50 1 Safety Flange(One p,sde or SOW Cast iron ASTM A-126 Class 8 51 1 Standoipe Gasket Upper Nigolet a225 4 RICH* VALVE BOXES COVER GROUND SURFACE RICH* FiCh ue1 For,C valve Dove he" been Drooeeed al the Portland I, ndry Of YADRICh Csebnp Corp. since Ino let• 103p'a and .e still an important po'- 01 the fOundrj s production Molding and casting motho0•naw acivanced from iRose*eye Of laborious hand molding.Today,mgn-prOduCUon Automated molding equipment As TOP wd ere especially designed centrifugal casting machines srs utilized in d•llwnrq r SECTION the wide range of nigh quality RICH Val"box compor i PWiM melalurgicsl control Is constantly maintained during production with the use of our 23 ton con Ales•stectoCal inducffon furnace.Vanlioh produces In excess of 130D tons of Val" boxoo per year for Installation in the West. Speelflycatlons: VALVE BOX Metal:Materials conform to the following SPecitiCatl00o ASTM AeO7e;W WP 401: EXTENDED and CS1F• The typical Chemical analysis is:care"3.A _ 3.ex.Silicate 1.e — WRY LENGTH 2.1%,manpAnese.a— .BY.;sulfur.15% max;and phosphorus.25% max.Tensile ITOF OF PIE) strangths average 30,000 P.S.I.HOWewr,alloys can of Added when%Wmj Strengths an•noodled. Casting:Unl•Ss specified,all Castings ere coal•[ . 'n astandard outside costing TRENCH DEPTH for general use,A G.P.D.sapflatl varnish OF similar r ninow material that is a rues 1 protective coaling.Coalinga*to applied with a mini^ :m mil thickness and are con, { BASE llnuouS,smooth,and without a tendency to KR:e or,come O FID9. NOW to Order RICH Valve boxes may be Ordered as A unit or se Individual components.To order a Complete Volvo box unit specify: 1.Top section number,name And lerlpm(A,9,or C as applicable). BOTTOM OF box Z Be"at regular a deep weti and length. 3.Cover marking("Water-is Slane%rd). TO Pleose refer t0 gape a for specific •etrucl;Ona to determine length for,top section BOTTOM OF TRENCH and bAN.To order individual Components a accessory equipment Sp•ciy number GM name Of Item And specific'ntormation Ind special applications or designs. 1 RICH valve boxes and atcessories may be ordered from your supplier Orden an \ Nipped from our lags InwnlOry Of lxOPUW!tame and our local dlstrlodat. Your local supplier Will strongly terms and tIMMY train" prices ere subject t0 Change • without prior ni 'RICH today is a trseemlrll of VanRich Casting Cap.,1M surviving parent corpora. lion of the merger between Rich Manufacturing Co.Sno Vancouver Foundry. RICH VALVE BOX TOP SECTIONS 910 HEAVY DUTY e SLIP TYPE WITH TOP FLANGE 'CMn n�p C., Grow ,sift 1s• 'PECESSEO HANDLE'COVER 13 Lai. M!leeln gwnrxW or at, ,-V "INSIDE DIAMETEN Total.w7nt Al Ind. 920 STANDARD A B C SLIP TYPE WITH W!TOM FLANGE OwXen MnptM e' W.111. 'PICK HOLE COVER S S LAS. lis. w 311eY "oftLL AI:CEfrt NO e3Or LOCKING COVER TW�/�. ,SVVV ell s 7I1''1NiIDE DIAMETER 921 STANDARD Be C• {LP TYPE WITH TOP FLANGE 'fixihynn can TICK t'COVER eA Lea. G.PnF WrIth P tx',m- CDIr'sI•LIOALLY CHIT WILL NOT ACCEPT LOCLRFO DDVOe PNIFpOrn vwnr,r.vr or 60 47T mlcq aAMEYER lay wwr 7P1— Yta 1 VanAMWip OL B h 72167a Cap. .O. Box 17216 • 889 N. Cc imblB Blvd. • Pon BEM, OreCdn G'217 •00 2E34102 RICH VALVE BOX TOP SECTIONS 925 COLUMA A B c SLR TYPE WI TH SOTTOM FLANGE OW111 I""e'.la-,1e' •LIIG'TYPE COVEN e 5 LOS Pcaa¢e n Pw^rrrxl or 60 WILL ACCEPT NO.in I LOCKING ODYEIE T.. , n'. N'ro M5 �Tle"INSIDE DIAMETER 926 CoLUME rA A B* C° SLIP TYPE WITI'TOP FLANGE 'Cwvny�pr C. 'LUG CE TYPE COVER . CENl111PE"ALLY CAST CAST OF•r•p bne1M e',1•'.U' A ONLY Wql ACCEPT e'ri1 LOGKMO COVER PacaPPxem p,anorm cr 60 S,7AF INSIDE DIAMETER TwY��r E{S0r Y1SrM ]L 4r 930 SPOKAAE A B SLIP TYPE WITHROTTOM FLANGE Owso wvtM tt)tv VICK HOLE'TYPE COVER 16.5 Les Psa.ROK�.mr..o� w Fe •6116"INSIDE DIAMETER 931 1VEDFORD SLR TYPE WITH OUT FLANGE Owen Nnetn IS 1KK MOLE'TYPE COVER 1T LeS gca•pPn I,Ownnty elk •6'T6"INSIDE DIAMETER two�T u n ;EA7 A B SLIP TYPE WITH LOWER FLANGE ow•n N,pm.e•.Te• 61O"INSIDE DIAMETER pR�Tr EOlia u;.e. 950 CASCADE TETD RIECE IAATESCREW ILiL TYPE SOLD AS ME IRFIT IN TERMEDTE .1MGE AND 90TTDM Rye i Mww.lr�.r E— uv �-1'— W IPm HrS 6 YE'. wr•wRw. ♦K•HOLE'EAVER•lei WILL ACCEPT W 1 LOCKING OOVSR P•c•PM^6wnuINE•r e0 SMALLEST INSIDE N"ETER aL•" iP.w.ny•M aM V,qry VorAch Casting Corp. `,_ _ P.O. Box 17216 • 8% N. Columbia Blvd. • Portland, Oregon 97217 • M)2B34102 4WWHOLESALE O ESAL , S*EEL iuE D"11llNG SOP^UES V O IOx"a r=s i1NE it�T,Si .I4RlANO WASMINGTON OW33 STANDARD WEIGHT STEEL PIPE ELECTRIC RESISTANT WELD ASTM A-120, SCHEDULE 40 POUNDS PIECES FEET SIZE PER FOOT PER LIFT PER LIFT 1/2" .851# 120 2520 3/4" 1.131# 84 1764 1". 1.680# 60 1260 1-1/4" 2.280# 42 882 1-1/2" 2.730# 36 756 1 3.680# 26 546 2-1/2" 5,820# 18 378 3" 7.620# 14 294 3-1/2" 9.200# 11 231 4" 10.890# 10 210 July 1984 ` STANDARD DIMENSIONS MALLEABLE IRON FITTINGS e fI.. ♦ , c D I ► O N 1 J K 1 M '/. "h 1 % III Illy •)y 11„ 11/yi Illy % % 1"/D % 11•D 111'h 1'h 1% 1% 1'h % IV. 1% 1 1'Yy 1 1% 11. 2%1'D 2'/I. 115. M 1% 1 YN 1 i'h 21n 1'A 11M )'h I'% )'h 3%1 2% 1% 1% 2% I'/ - 1'H 1% 2116 15l0 1%15. IVD 111K 114 ]'Y.. 2'15. 1% 1% Iil. 111. 111/6 214& 1H. 21'D I% 1% i'Yy 4% 31/D 11Y6 1'1�1. 21h I'V. 2 2'/. VA 1% 2% VIU 2% 2''A 34K. 3'11. 2% 2% 3Y. 2A 2`n 2"h 3% 1312 2K 211h 2"h I"h 3 33ro J% 2%h 3%h 3% 3% 3%. BOOR. 3��c 3'SL 2% 3"h 37Ib 3'j1 7'lh 6 3% Nv N O • O R f T u V M X Y Z 2% 1Sc 1''A IIN _ '/. 21h %. I 1%h I 1'%I 'V.1 'h i% i 1% 1 3 1 iL 1% 1 vs/Al 1% 1% % %h 1%ya 1% cf 1%15. 1'1{. 7% %1 7 I I 1V1. IlD % I% 1% 1 1% 111. 2'h 1 ]% 1b1 24(. 2Jh 1 IK I I"/.I i I li 1 y. 1% 21i 1 1 4 1 1s1 I 2'h I% 1 ] 2114 1% %%. ' 1!h I I 1-,'61 ]'h 1 1 6% 1 %k 2% 2% 1 3'h 216 1%1%. I 115e 2 11, 3% 6% % 3 ] 6 211i. 1% % - 1 F^' Iv: 6 % su 1% 1u. % 11j1 / .. ONN►,TMN W,M►MS Mu WWNNt Iwts 620uw 3f035.MOYNp \ YNRN NNOS J6110 UNION% JOINT 61uONs i t MAROR. .,.6„Rtl ,Os,oef 'JUJONi --sm ou"n am .. wows wows smn tl,owt , 4,Rm l"wt .- wow% wows i3 fits MICT fits tMt OuRn follmimp, COun.NOs ffDUc'NG fits nuts COu►uN61 PACKAGING: ORDER FORMS: A8 shipments are made in the quantities indicated It's easy to order U-Brand Fittings when you use in this catalog. Should you order in quantities other, :our convenient order forms. Separate order forms, than box/bas multiples, the quantities will fisting types and saes of fittings, are available for automatically be adjusted by our Sales Order each U-Brand product line. Just ask your sales Dwortmertt. All shipments are made in U-Brand representative or our customer service department. boxes,except where bulk packaging is indicated. QUANTITY UNIT BUYING: Standard-Pak Boxes — %- thru 2" sizes QUB is U Brand's unique buying system which Attractive, heavy-duty corrugated boxes allows you to simply combine all of U Brand's 40sio ned for easy opening and closing. Excellent product lines ('non and clastic)on one order, to iDr we in reshipment. Sturdy Standard-AJc receive maximum discounts and prepaid freight. boxes and Shipping Cartons are clearly labeled No txed to figure weight or dollar volntme! for item,size and quantity to simplify handling Each product line is assigned a QUB "unit value", and reduce stockkeeping time. Same-size as shown on the back cover of this catalog. Simply shipping cartons stack well, and are easy to multiply the number of feces on stock. P Y P Your order by the QUB unit value. The total QUB points on your C Bulk Packaging —Over 2"sizes order qualifies you for discounts and prepaid ` freight. Ask your sales representative to slow you Only, new, heavy-duty burlap bags are used in how easy and economical the QUB system is. U•Brand's bulk shipments. Extra care is taken to insure full count in each bag. Contents are PRODUCT SPECIFICATIONS: clearly marked an the tag wired to each bag. All U-$rand Malleable Iron Fittings are Pak Program manufactured in the U.S.A. inaccordance with accepted standards and conform to the following Riatbr,�n!zing that our customers'warehousing ttifications. ?Obsts we often driven up by the need to"break lboxas"on small shelf goods,,U$rand designed Standard Malleable Iron Fittings >Zhe"Hand-Pak" trteUeaw boring program, Fed. Spec.1NW-P•521F which offers popular malleable items in reduced, AN.S.I. B 16.3 (Dimensions) ( sakable box quantities. Broken lots on these --AN.S.). B-2.1 (Pipe Threads) l s terns can be"eliminated,with restdting savings,1, .612I. A-197 (Chemical&Physical Properties) wWAP'. usiotl casts.Th6se keros'oflered in +4 S.T M.A•153(Hot Dip t,aaivanizerg) special Handi Pak quantities are indicated by$ AS.T.M. B,-W(F7ectro•Deposit Galvanizing) throughout this catalog. Since there are certain Ferrous Plujs,Bushings and Loeknuts restrictions.14 the program,ask your sales .fed.Spec MU"P-471-B representative or our Customer Service AN.S.1 B,16.14(Dimensbns) Department to furnish deta:)s:" AN.S.I. 82.1 (Pipe Threads) Malleable Iron Unions (Class 150) Fed. Spec. WV U 531C A.N.S.1. B 16.39 • (T)w bin,•we rJ soy srwci w.a AM a mwe the a fho ,y) Bushings PAGE INDEX Plugs ' Face ... .. . ... ...... 34 Elbows PAGE Countersunk ............... 14 AGE Hex ... ... . . . . . . .. .... . 15 90 Degree.................. 4 Regular .................... 14 Cops •:• 10 90 Degree(Cast Iron) ....... 12 Solid ...................... 14 .45 Degree.................. . 4 ..$tandard Dimensions ...., `.3 Companion Fls ogres 715 De,VW(Cast f on) ....... 32 ;E Cast Iron ...................13 : .. .'lip Degree Street............. . Couptin�e � 45 Degee Street.... ....... 5 Standard.............. ti47 PP T Standard (Cast Iron) ........ 13 A .1. t�rme ...,....:,..:.,.. ' 9 Drop Far .......... .. Reducov ................... 9 Side Outlet.................. 7 Side Outlet................. 7 Hand.........:......:. a Extension Pieces ........., ,7 Street ..................... 7 '. Right and Left'Hand....:'... 8 -19 Unions , Standard Merchant ....... 8 Floor Flanges....... ......Shallow Well . -8 Ground Joint, 750Ibs. ........ 11 Extra Heavy................ . a Hydrant Clamp ---..:...... 11 Ground hunt, 250lbs. ....... 11 Hex Reducing(Cast ,on) .... 19 Lock Nuts •- •... ......... 10 Flange (Cast Iron) .......... 15 . _ Crosses ..................' 10 Open Pattern waste Nuts................ 9 Cross Over .............. 11 Return Rends ........... 11 Y Branches,45 Degree.... 10 w-593 Deparbirmd oN Trwu KwtwUon Dbincl 1 Obkr of Dbblul AUm1M.Ir.1or 6431 Co,w A~. Soup, 11M1tM, weMM61e., 96,06 206 764•4141 DVAM Swo.l.on. S. 19161, April 16, 1986 David A. Mowat ny Post Of x 1201 Bell Washington 98009 CITY OF RENTON Hells Avenue Bridge Replacement F.A. No. BRM-1157(1) CONTRACT No. 3115 Gentlemen: We are pleased to note your firm was awarded the contract for construction of the above referenced project on April 11, 1986. We wish to inform you Mr. A.W. Carter has been assigned as Project Engineer for this contract. i Mr. Carter's office address is 1315 Northwest Mall , Issaquah, Washington 98027, where his telephone number is (206) 455-7134. Please contact Mr. Carter at four earliest convenience and arrange for a preconstruction conference between members of your organization and his office. At the conference, please be prepared to discuss your plans for pursuing the work and present any questions which you may have concerning the contract. All cnrrespondence and problems concerning the contract should be directed through Mr. Carter. Should any questions concerning interpretation of plans or specifications arise, please feel free to seek his assistance. c Very truly yours, W.G Z , P.E. Construction Engineer DKG:ko cc: Paul Gregson �1*.Ywii�M ity of Renton . . ®Soal of the Omni Stab of w6.ninglon PAGE 3-A Ui)-S ps WASHTNGTON STATE DEPARTMENT OF TRANSPORTATION AT TEN AM f-k17180 REVISION NOS O1 PLD CHECK REF•OR1 .x. BIDS OPENED UN APRIL 02. 1986 3RD HIDDGR ------ , � DISTRICT NOS 1 _.___ 2ND BIDDER ----"'- PS6E JOB NOS 66W002 WORK ORDER42 OL9322 LAW BIDDER -- SONS. I CONTRACT NOS 00311`+ VERSION NOS 47 HUkL.EN CUNSTkUCTIUN CUMPA 3A^�bLFASRWAYELANE I?AVID A. MOWAT COMPANY P.O. BOX 90945 WA 98632 CITY OF REN"TON F'. O. PDX 1201 499632 WA 98009 SEATTLE WA 90100 CONTRACT 6003 TITLES WELLS AVE- NRIDGE REPLACEMENT BF_LLEVUE 2 CONTRACTOR NUMBERS PROJECTS pR"_1157(1) CONTRACTUk NUMBERS 551010 CONTRACT NUMbE.k. 39" lOU LENGTHS 0 MILES % DIFF'. COUNTY(S) i KING TOTAL AMUUNT AMT. RIFF . ENGR'S. EST. PRICE PER UNIT/ % IIF"F ./ PRICE PH OUNI'T/AMT.UDZFF, PRICE PER UNIT ITEM DESCRIFTIAN UNIT PRICE PER UNIT/ ITEM MEAS TOTAL. AMOUNT AMOUNT AMT. DZF'F -10.00% NO. LST. QUANTITY 14.28% 31 .50 -147 --5.71% AO.00 `].O 1.323.00 35.00 ' •no __Bq 1 .600.00 19 CLASS IV kEZNF�-CQOCRELEFSTOkM SF_"WF_R FIFE ?1 IN. DIA ] ,3?:;E,.00 1 .470.00 {WATER LINES 0.0 Y. 10.00% .00 50.O0% 11 .00 190 1 ,900 •00 T :?00 .090.UO 20 BANK RUI�k GRAVEL i=UFt TRENCH PAChr I 10.00 950 8g0.00 190.00 .,. 1 ,900.00 �. 21.09% 1U5.47% 44' 00 77 119. 1'7% 750.00 5 442.00 365.00 B00.00 435 750.00 36.E 21 GATE VALVE 6 INCH EACH BO0.00 365.00 5 47. 191 850.00 112.`.0% 591 .00 - 9 600.00 50•200 050.00 450 22 GATE VALVE 8 INCH EACH 400.00 600.00 400.00 6.48X 00•00 :_8.91X 1 .970.00 480 :t.2 7.880.00 Q';10O.00 13'S13( B.B00.00 1400 2s HUITERFLY VALVC4.UOTNCEACH 7,400.00 9,400.00 1000 i 7s400.00 3r829.00 27.63% 66% 24 INCH 4s5O0.00 501500 3,500.00 Se.500 3,829:00 829 24 BUTTERFLY VALVE 31000.00 4,500.00 1500 3.500.00 `'O 1 .00 EACH 3,000.00 22.40% A ( -33.33% 918.00 168 t60 6.66% 250.00 -260 '2 ; ALUWOFF ASSEMBLY 375.00 800.00 50 500.00 2.00 EACH 750.00 25.00% w 0.0 % 1 :87`5.00 375 t ;AOIY•O0 33.33% 1.500.00 1 ,875.00 26 HYDRANT ASSEMBLY 1 .500.00 S00 1 ,`.00.00 1 .00 EACH t .S00.00 2,000.00 -.,�. 200.00 -36.50% 150.00 165 1�0.0U 31`_';.00 20U.+)0 --36.E;OY. - `. �..] SF_FtVTCE CONNECT'I:ON .3/4 iN. I)SAM. "+!!0�00 ?00.0U [ACH 315.00 Q4► ' REVISION NO: 01 b1A51-!INGTON STATE DFPARTMFNT OF TR/iNSf-'OFiTA"i ION PAGE 4-A �+UT-R17160 # ac ); 1.+]:DS OPENED ON APRIL 02. 1986 AT TEN AM DISTRICT NO: - x x BID CHECK REPORT --_ TDLER ------- PSaE JOB NO: Q6W002 L_OW F:<ItiUFk -- - ___-. GNU' BIDDER ------ -- R _ 3Rn CONTRACT NO: 003115 WORK ORDEft:�: OL932 2 NAkOLD LOT:1iYEAR L� SONS. I VERSION NO: 07 UAVID A. MOWF�T COMPANY p,U. BOX CONSTRUCTION COME 3 26 F'ATRWAY LANE HWY: CITY OF REN'TON !"'. O. BOX 120! WA 9663< TITLE: l•lEl_LS F;VE. SR'.IDGE F;EPLACEMENT WA ,j09 SEAT"fLE WA 99109 L.ONGVIEW L+FLL_E V OF PROJECT BRM- i I5 7( 1) CONTRACTOR NUMBER: �1010 CONTRACTOR NUMBER: 392100 CONTRACTOR NUMBER: 49600 LENGTH. O MILES COUNTY(S) : KING ITEM D[SCkIF''1"TON ENGRIS. EST. ITEM UNIT PRICE PFR tRJ T'i'/ I'RTCE PER !.iNIT/ % DIFf`./ PTQ('A l�'EF. UNI'T/ ' 14IFF -rF. t>RICE PER UNIT/ % UIF'F. E.T. OU+i�'T I'iY hiEAS TOTAL AtioL:t TOTAL_ AMOUNT AMT. DIFF. TOTAL AMOUNT AM I' D1FF . TOTAL AMOUNT AMT. L�IFF. NO. 1.9.00Y. 40.00 60.00% 9.75 � 20 DUCTILE IF:ON PIPE FOR WATER MAIN 6 :L ', r)1ANFTE.R 45.00 BO.00% 1 .2BG.Op 4BU 952.00 1` - 32.00 L .F . Es00.04 1,440.00 t,4U 50.00 e,6.66X 28.00 -6.66X 29 DUEL ILE IF:UH PIPE: FG4 061'E:R MA 30 IN R IN. 7?IAt4F'TER 35.00 16.66% .�QO 700.00 -50 - 7sn5.00 L.F. .00 oo 875.00 12S 1.-50.00 75,00 47.05X 9:i.0o B6.27% 30 UUC"TILE IRON PIPE Ff'jk t4ATFR MAIN 16 I5-1 .00N. ;MF?TF7: 92.00 60• %BX 27.300.00 8736 34,580•00 16016 � >64100 L.F. ,R,S64.00 29,846.00 11.264 140.00 133.33% 31 UU(JTIL.E IRON PIPE F-OR WATER hiA1N 24 ZN. DIAMf:TI'::f: 130.00 226.6ti14 7.00.00 ei6B40U 29,400.00 16800 210.00 L..F. a0.00 1.2a600.00 27.300.00 14700 21.000.00 100.00 100.009 7`3U 32 ADJUST WATER METER BOX 100.00 100.00% 20U..00 300.00X ;i00.00 -150 S.00 EACH 00.00 F,00.00 `250 1.00000 .,2U.00 �50.00 --16.66X I 33 RELOCATE WATER ME"TER 00 .00 AND SOX 300.00 0.0 % 300.OU O.0 X �t 250.00 -50 1 .00 EACH • 300.00 o Sea.o0 1,800.00 -67.27X 34 WATER VALVE VAULT 11 .000.�0 1,0OU.OU 3.200.00 -41.81X `'00.00 ``10000 3,600.00 -'7400 2.00 EACH 5,500.00 6,400.oo -46OU � . STRUCTURE 14.50 4✓.GOY G U , -r)r Fb�U!_ 60.00 20.660 3735 35 STRl1CTUEiE E:}:(::A'JATIOf•! t::�.F-�..5 F� It.CL_ r7 1U.Op 14.00 4U.UUX +.. 1660 12,03Ei.00 830.00 Y• 8. 7100.00 11 ,620.00 332.0 S', �60.0() 36 SHORING Pa t.-.i;1B. OF, E:''TR.F. r (A,- A FilP TcP'T T'(;F --41.1.7% t 1.4(( 48,060.00 3446 a.29%G p I 13,600.00 �_.. B,(:,.i„an -5600 L5.(,0V.00 ) t w -o�l- The Bid Opening for the Wells Avenue North Bridge is set for April 2, 1986. This is a State Aid and Award project and they will handle the construction inspection also. The Construction Ingineer is: Mr. Dave Glaze His assistant is: Mr. Chuck Cook The Project Engineer is: Mr. Bill Carter Assistant Project Engineer: Mr. Paul Olsen Chief Inspector is: Mr. Dave Lynch All communications on the project once it is underway will go to Bill Carter. Tim Smith is the State Aid Representative. Any change orders will go from Bill Carter to Tim Smith. All change orders must be approved by me. It is critical that this chain of command be adhered to on this project. The State Public Relations Officer will be doing some advertising in the local paper about the upcoming construction. Prior to that I will make a report to the Mayor and Council . As you all know this particular project has been a long time in coming. There has been a great deal of community input into the program. At this point it looks like construction of a new bridge is a reality. Each of you has been supportive of our efforts and I thank you. Your continued support is necessary to complete this endeavor. A4 - LYe•-o'• n a ai N N S'-0•' Clr. 2'-6• \�8'-0•• Minimum Clearance PDx. Low Water 22.3 Wells Avenue Cedar River Trail ELEVATION Roadway Walk Lane Lane Walk Cantilevered walkway r• future if sidaddewalk '.a in c 11 _ _ Suoerelevation removed O O O O O O Depth Carlcs- �3•_ 39._0.1 SO'•0" TVpICAL CROSS-SECTION Shown Normal To Bridge 4j CITY OF RENTON • WELLS AVVNUE BRIDGE Figure 5 PROPOSED BRIDGE DETAIL E w.lra .±� e E erdye �� Y. �� "1 �;-a W(/1'k c•- r L}O�i/I G'gdf Aa— I r LLI i tl (ay 1 ✓vdr Ldl+rt Lon1 �hAd-�n'� Cam' ! tii ! Z I -002%h ooZ _ _ Iwo r.-c.v..rsNy ems.. rwr. 4 OwWf� to _ _ _ ^► —- - "' *ELLS Ave •.4 .aY sws. 'Y • Q Rrr 2� -� -.1 • N.lG"i7 pp . w r TYPICAL. SS-SECTION si.own norm' to L &Idge lore 4: Ovvfh ✓ ;ft (4'-6•& Seca.45 . i _ : _j ''- "'�'�►�. 3'-6•B sra 9055). I �I1 — 1 '�.-ti Lpyvr l7i wM Tip ` St 't- 0►iMbr.�. - AN r /4'2 .1 N50•i3 uo•n' .F s is ar v ' � 1 i i— �S 1116- ! x > . x f . . 9+00 `��'�' • t •,trei f Y I ' y/ l xt A M.t.•.1' till w� y fl ( " - -.��.�I 'I C.�'l I-��fll�s 1�1•i�LY'y.1,.. Irk M / am, w/49 PLAN I- a 0.. HORIZONTAL CURVE DATA : .r.., ^-O(kjo PL Sn: 1•J6 50 Pl3:c ."-m./s ,a 39,u2 39* R • 715' T = t 53.sc• >, L . 481 Pt 3.7J FIXED WELLS AVENUE PROFILE ELEVATION Oka Ao.. Ihwbn \ I � J 1 L. QI i 9+00 i __ / � /4r•/r:.n rr. Rya) if jw LU 41 a+h e PLAN HORIZONTAL CURVE DATA Na - m-C:,r,JJ rt. St.: 5•»F v7 40 1 C FIXE0 r: t �• �5 WELLS AVENUE PROFILE ELEVATION �l gRpANCO Engineers N,R 5 E, W. NI. M1T 10 le Ltl � _ . �e c - y JOIN" PA��.f'i .•'.tS 4w•. �t rob. l��r :�p�i i Y PL AN I' + •- Ll•JI+c� a_ a In>. ••�`. ..v O! l �'Ty " 4, C' S 50ai3 ✓GaIY HORIZONTAL CURVE DATA 6.00.,>o tin.-. 5.4650 ,y A7 5,c /il+.t3.At "' it in 4 WS' Engineers - _.. ... N,R 5 E, W M. ow I•tYnv. M ,. v q / / 1 � �--- ' lQ af lb- .. 00 Z. 1I'Alian f0:ranJ -- - ' '•r U, Eg r=� T � IV•:i klL. Tw�W�� I �•Ri ss. wT,•�., C � ; 1N 9c) ��'' �. .ta q`',a PI Ow•, M. ir. I � , COO ^F. 0►tAIvD' NI IF ., J a PLAN 1 - ' . ,. h� n, wj v O HORIZONTAL OJRVE DATA PI Sto ' d�00.JO PC.Sea '• 3.46 50 PT Sto • a7-.Rl.7/ In d -39'02.39' b •9 • 715' S ,;N 1. "P._Br fib.l.M...�,,.e,•l ' j `f ¢WN/s Are i g Br%dgie •�•t 'r - Al ohle Grw✓e e4a'a"� f 2 •r i ridge r•_ I i d',4arnar ��r�p�rn Fb'nf , C k e-c ILI OOZ' COS 00 . _.__ -` .Y :o:u Trmn.w-se/j• i. ,�s,ti S.a Wore d — — , IW900 WELLS && K We 'vj9*47,00-e TYPI CROSS-SECTION - Sho. 'iOr W to 4 a-,dp,, j 7 note 4 : Ovoth p r.M (d--6'� Src B•<3 to MJ til i �.to Nrr-:N Jwi Cednr 7Lo Q1ML'A• �S AN +� / C 2 •x N50'13-:ry 0 5. 5. t � n e M E M O R A N D U M DATE: June 23, 1981 TO: Ron Olson FROM: Vince Lee SUBJECT: Design Fee -- Wells Ave. Bridge Water Mains In view of the $18, 000 proposal by Entranco and the strong possibility that the State will question that amount, we need to be prepared with some informal prices from one or two alternate consultants. Our share of the $18,000 (at 20%) would be $3, 600. If we can accomplish the design for a figure somewhere near that, we can exclude all federal participation and keep the selection process simple. VL:ad OF— ENTFiANCNS Engineers SHEET NO EI.VIRONMENTAL AND TMN$PUgTAlIOl1 CONSULIAN1y JOB NO PROJECT--- CALCULATIONS FOR MADE BY--- DATE CHECKED BY_T___ DATE CVr'Y DrcTAfLS S C't4Ei'clt;S Pi-c<soks, .. lock ptL, PCO&-CA tO tT!a i FIELf I NCOdMATON t 6tQz> 0► Dt F^ rY/rr e,)trTEI< ENTFLMCO Engineers SHEET NO____ OF_ ENVIRONMENTAL AND TRANSPORT ATION GONIULTANIS JOB NO &0�T.1p PROJECT— — FOR_�J-1? L�E/r� .^� L11L arL_�___ s(SO- CALCULATIONS 6, MADE BY {,, DATE j, Z Ilia_CHECKED BY __ DATE D: 21 .ta SvRFIAcE La4D FACTor, _ J. — 3iT ARc.s/v r A1+ 414,I.S ` _ 4 1, %or i db33 - 0 21 AReS� L. C J `�.�I *I +- 2xS L I S1 X ? .rs a. ' 3 — o.zl ARc,S�.v o•93 + o.reFt oSS O.J/ I 65S - 6.21 to. i2 = 0 .24 R , 0•83 P = P{ _ CRPF o,z4x0.6,3x/64a+ xAS' ^ �B � nn Izxzi� Qa = lzvx1 tiu¢ 1 o4a P5t - 14 : .I Pv = ft + 4 c 83 +1d•Iioc : lq.2s plL AUQAAG L4yiNdi CONOiTiGN TYPE 2 7 19.s9 '76 ; D/F ►�•39 — tee v ..� ' ' ..�.:i .31 ON _t t -E " ENTRANGO Engineers SHEET NO— OF ENVIRONMENTAL AND TRANSPORTATION CRN]ULTANIS JOB NO A-c �- PROJECT CALCULATIONS FOR MADE BY "f — DATE__!-?�-s�c_CHECKED By-- DATE btF'LCCT(0N OZ416N tgi34q ij� 41 f r �.R = 2.40 �r.s6 a6AJcT SgRwc6 AU�W�ncc o .cg r.^.3 I n '►ttC VWilik Nsr Ttttc.Kntsi ,,- s t /n 03y L3CNa1AC7 1.j'rKE4s DI151E+N . AesjS,h Fot I c-LTczN : PRessuQE pL } pR&.!; dwz + laa BSc Su�b4 r4t041f}LvG6 T . L410 -h l�o � _ `oo PSG -t -gy WL pkc oo x z�. o.l s'' .•, Nt7' �rttc�CHCSL a c. 31 rN Scxvrrc I,cuxJ,a�tG o. o£� AIINrMt1M 7Hick.KL-SS CGAOT/n4 ToLCAAACF S. 0 07 'TOTA4- CALWAA7t-0 TW(KNC!� = o .mot(, IN `TF- Ttrrm. cAoxJt,4rkD "r/ftckAC-SJ Ci C' A6 iN /S ,%'6,4eGS7- —0 G.�A I a 7HOOa=aRE C.,45S S4- 1, 6ALC-c.'rt D 'TRy Lxy r *7 C'oN ArryO N 7'Y PE A. t3ENWN6 JTKez DESrBrY I-Z 21—ta. r8 z 123.E Iq•31) —t,34 D"/,L ' �z�� o.l�S rN ENTRMCU Engineers SHEET NO— ()F ENVIRONAIENTALANOIRANSPOP'.`iJN QBii JCAN' JOB NO ♦L&' - �, -Z-i PROJECT. CALCULATIONS FOR —. _ MADE BY_ C- G DATE �-a i• U CHECKED BY _ _ DATE AE FCC-c710(v I.iESlfaN o.GB C,2�i« t«vti'Atvf� 019 IN SFRrrct< ftc�oc�aRa<F" - o, C S A400t4 lA4 -rkiekhCZ 0.27 C,tSTtNlj 'otc- ,enNcc : '0 0 ' bTAL C.AL4WLA1 E4 Tk/ckNF'.:_r ,p,3 1� tN CLA',S S0 t+AS 0.36 iM TNek,YGSS > 4.3y. sw . , JgVe—p . C LAS! S t iS R[40MMENOE0 . ( a.j Z liv 7H,ckNass.r $, EWRMCO Engineers SHEET NO OF LNVIRONMENTALANDTRAN5POR`A/R)NCOWAALTAN7$ JOB NO —9- PROJECT CALCULATIONS FOR_ jibrkw'r-- < fit.t r6N C ^ MADE BY a C, DATE - - Nx ^ Ck.:CKED BY DATE 0= ZS,Bov Am C/2-f = LOTS j k FAZ- 6Z.4 b rPAMOR 7,14 N f J�1107ir 4- 1�4- r ,16ti3.z5 J >.../,S i f 12.t� • PC , lza _ o .tas I e Pv : Pt +P. d�Nn+n4 snet-S� yr�r�,k • D�iFLkeTroty DtSrF,N + pFdutr 4'1Kvrc c ALLrV)AA; L o.cg m.2 t P�.�s StGvrcc Ac �cvlf,r ; 4 15. 08 a 3� / ENTRANCU Engineers /� p SHEET NO` OF ENVIRONMENTAL AND TRANSPORTATION CONSULTANt, JOB NO PROJECT_ CALCULATIONS FOR MADE BY— i G- DATE A/ CHECKED BY DATE P./O6 -5 ?1IO 6,1% C Nip ZJ.4rK AOT (A IV 1�" b /77 /QG CfiM &r N AovTTAK P!Rs'ZMccWdEsS d/�" Gava.. -TqR �.kAMbL C Oq"i Nfi 'LI}'1� 'sfeEl. 11.37S 74IUChCS Gj$ */LF 't3,zs Dlrslr.F = Z3.tr' cz7s 44 k4?C = 23 #.�L.0 WT. "'lAR 2 if , tZ �L k rcL. r -71 *'/-F -Ps ISO -A- loo a pro p•i COAT1tv6, $r(. el Z Y?o -moo _ 15 �cNAI4G 5-rx6j° �SsE ,wtC� #► LcRD @ CCAmi, M= WV/I? PL/4 ZO i"A T. 70"L a- )ccx 7so 4. rsco zSO $ a /G750 %( IzxIz SHEET NO— OF GENTRANCO Engineers JOB NO -_ — ENVIRONMENTAL AND TNANSP ATATION COIS (ANTS PROJECT - --- _. - ---- _ CALCULATIONS FOR— ��� !�o CHECKED BY----- DATE MADE BY— f=— DATE--- — 1 Sox 2�{ _ _ C-0 4 Acb o. Jz, f�; ."bReaSicn; a { t X �2a�'p— 12C 5 ) ( z S /1 uc ry,FNlC—� US, ,STD OJT C 'f ANn OUGA i,�c7aRS . 'Tft►� Ll[tK _ � BbMJlv6 Ci4 ITy 2ASt� oN 200 Pr+l pREs`•UKir /,.tJOCdO h�C[A r.. Q8�4GT74u vcr; = 6� St 43 x i� SAX PE 1 ' t 4+ f �` ENTRANCO Engineers SHEET NO- OF EN'IIRONMENTAE ANO TRANSPORTATION CONSOEIANIS JOB NO PROJECT_ CALCULATIONS FOR _ MADE BY-.,GL,--_- DATE CHECKED BY _ DATE i I i � J Zy:` S7L3i. GENTRANCU Engineers SHEET No' oF ENVIR NMCNTAk AND TRLNS"TAT"CO"ULTAN's JOB NO 666 PROJECT _ _ -- CALCUL ATIONS FOR — -- MADE BY DATE—�c?- ��' CHECKED BY_— DATE _ 20"D 1 i 2�I, 01 ' 11"'14 a JN� m n 0 W r n z KDCKcJEc� toll oaf o m -Z ZTLC ac r Ce � m CD CD N Y ` _ -r---- — -- — ----- - m } n tut'x eJuv.v c-: CGuA4h<, c t-�Sr 1 C- rn m �;•.. m z O m .e ENTRANCO*Engineers I SHEET NO— OF EN WAMENYAt AN TRANSVORTATHACUNI'Jl!AN^., JOB NO -- PROJECT _ CALCULATIONS FOR— MADE BY DATE I- cS-Rc CHECKkD BY_ DATE -- a •f 'a,w �. k y -! 1 .s I ' x o , �Y r GENTRANCO Engineers SHEET NO____ OF- ENVIRONMENTAL'NO TRAN$PORTAtIONc:oNsutrAars JOB NO PROJECT--_ _ CALCULATIONS FOR__ __ MADE BY ., DATE CHECKED BY--- DATE -_ r. A 1 � I b � t , i eENTRANCO Engineers SHEET NO__ OF _ ENNIIDNWNtAI AND MANSIORTAWN CONSUL? °%:S JOB NO.__. ._ PROJE..T _ CALCULATIONS FOR VA-LVe MADE BY DATE CHECKED BY DATE _ tl J �i ,y > , r �J LETTER OF TRANSMITTAL To: __ (!�iTY nF REJV,-OAL -..- 0r.ArrrroA/ .r. nrA4G ENTRANCO Engineers ENNRONMENTAL AW TRANSPORTATION CONSUL111I5 Zoo ryJ1LC ACE _??�aro,y W.a. _ (Iffice' _ Attention: 49r2Ar tr9 rFM Date: 79 Job Title: vt/F/ ,, Hv�. rnSF K EPc.9cF .= rr _ Job No: Location: Sub)ect: — We are sending herewith via: We are sending under separate cover via: No. of No. of No. of No. of Description Originals Sepias Prints (Other) d s 74.r c4,1[ ❑ Foi Approval ❑ For Your Information ❑ Returned for Corrections as noted ❑ As Per Your Request Approved as rioted ❑ Please Re-suhmit ❑ _ Remarks: vr)rF✓ rVi, P Ip0 nbm WE.iE,1lJY (Xki N9h!) A-02.2 a-ind 5/75 � l 1i 1 71�% . i i r tit '5-0 � Jl� 'i j + Ef'{ITR�4CJ O CJG NE RS r I N T E R O F F I C E CORRESPONDENCE Date " •t ober 3, 1�1'3 TOa Paul Lumbert ; Ron Olsen / FRONS R. Houghton SUBJECT: SR S1S Harry Semmenock of U.O.T. called this a.m, regarding the above referenced project. He needs to know what conduits are necessary for the future signals or channelizatior., where you want `.hem, and a cost estimate. He also wishes this same information for the water line cros•. '1gs. This information may have been given to Gnrranco already but apparently not passed to the Ctate. 'this is needed for agreement. Plvase prepare the needc,l information and send it to this office. If you have any questions call harry on 764-4237. RCH:pmp dfw .y,r .✓.�^er."b"'�I�'I1*`+e x r..��.., „.�. u .� .. ., -.�.m..,ce•r�.r�rrywargp..,4 t6 HO..LdA�'1 a ':�diy111D NO�.�.?35 z � oCs 1 1 t 1 C fi 0 I' GEti»?-_ ML` RAIL PED. RAIL TRaFr-re, .RAIL _ Z z zol aaRRr�R kq 7m N 7 510GAvAL.K__ � J . s: T pE I TY' p� 2 TYpE 3 ��G�-��D��'�l�►N �,A►ILINIa I�EQUII2� I�''1 � (`�J'T5 V� Ll.S AVE. GIZJOOE Wells Ave Bridge 4X 102 -0 N M N M Q a 3.-0" a di n ut n I /3•-0'• Clr. xisting --- toadway� -� 2'-6" 700 Year Flood El. 27.5 4•-0' I 8' Q" Minimum Clearance ftetaining Wall — — "ppx. Low 3'-0'• Cit. Water 22.3 Wells Avenue Appx. River� Cedar River Trail Bed El. 19j ELEVATION 30•-0" Roadway — i i 3'-0" 12'-0" 12'-0" 3•-0' 6'-0" Walk Lane lane Walk o M Superelevation ' +OTE : — ESTIMATED SAVINGS IN CONSTRUCTION COST FOR A BRIDGE WITH NO PROVISIONS U �J FOR FUTURE WIDENING AS COMPARED TO PROPOSED BRIDGE SHOWN IN EA DOCUMENT Depth Varies—117 IS $5o,000 (8% OF TOTAL BRIDGE COST AND 5% OF TOTAL PROJECT COST) . 5'-6" I 33'-6" 5'-6" 44'-6" TYPICAL CROSS-SECTION Shown Normal To BridS; q- V CITY OF RENTON • WELLS AVENUE BRIDGE (REVISED FEB. 1984 TO SHOW Figure 5 OPTIONAL BRIDGE CROSS- SECTION WITH NO PROVISIONS FOR FUTURE WIDENING AND PROPOSED BRIDGE DETAIL OPEN RAIL SYSTEM) LOSS OF 1 TO 3 PARKING LOSS OF 3 LOW ' �IZ ! • f _ SPACES DEPENDING ON FINAL CHANNELIZATION� PARKING r .70 WELLS AVE S -ter'•"•i�."STl� .. _ _ � `; r � Rom, y � (, ., art; i • I - �Oa a.,a wtce PROPOSED SIDEWALK ` / r' RELOCATION OPTIONAL SIDEWALK ol RELOCATION ` - ♦ - WELLS'AVE N XZPAI �$k ! .--V�A ' CITY OF RENTON • WELLS AVENUE BRIDGE r,\\ (REVISED FEB. 1984 TO SHOW Figure 3 [Nuft-(tl7 ) SIDEWALK OPTIONS AND C/ POTENTIAL LOSS IN PARKING PROPOSED ALIGNMENT 400' RADIUS - 30' ROADWAY E. ,A) ' t oo�oaoo� o sfid PTOOW0650(on Agn ) For Construction of: CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT KING COUNTY F.A. PROD. NO. BRM-1157(1) Adft Washington Staty Department of Transportation NASdTN,;TON STATE DEPARTAENT OF TNANSPOR'TATION OLYHPIA, WASHIN67ON 98504 Q1T1-Qf-ZZVTQp-------- --------=-=-- wILL5- Q�B-MIAS;ZUf r - ---------------------==--_:_ Una---------------------------County ZQ—��t{1—e14�q(UQLQttaii- The offices of thc• Proiect Enqinear assign9d to show this oroiaet to PrOsDectiva biAde=s is located at: 1295 N.Y. Nall , Issiqu3h, Yashingtan 98057, t9laohone (2061 v55- 71.1u . R. C. SCHOSTFR, P. E. ASsistant S?cretary for Highways CITY OF RENTON YELLS AYF. BRIDGE REPLA::EhENT 86w002 L.C.I. Pi hr P.E. wLLLS AVE , 81? ;'06L REPLRCCt;E.Nl 1-28 1-2.8 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Rev.3/T/en Rev 2/I/8 OLYMPIA. WASHINGTON MAP OF STATE HIGHWAYS KING COUNTY Proposed lmprov-ment Shown ln Red (201, KIRKLAND ^ e P Rt MON � 1 HOUGHTON L N 1 y\ N SR CEO a� x2 n �8A AMIi as h E//iG/� 0 ip� a► B Bvy ELLEYUE _ o� F SH 90 a a i� 5 5 4 11II i Tp I ¢ d a Z � N m � h p �Z a I as e4 6 79 27 xa ae s ( M If ' s � —•- ■1 as Is A M - '� 1 1 '1 0_ RIEN ON Sal Q Jp Bust s N s 71y, gr fk a�Vk � ��9 � ►� p — Ri v I I I A H� �QRT189za so xo rvo- � rypy �� f'R I�lf 1ii C[aAR 1 ow�r f 1 34 m 3e ' 34 R 4 E R 3 E TABLE OF CONTENTS TNT%rlRlif-Ti (in ------- ------------------------------------------- 1 Antsunho n fU TNC ST►NUANU SPECIFICATIONS SECTION 1-01, DEFINITIONS AND TERMS ------------------------ SECTION 1-02. BID PROCEDURES AND CONDITIONS ----------------- SECTION 1-03, AWARD AND ELECUTIOW OF CONTRACT ----------------- z SECTION 1-04, SCOPE OF THE WORK ------------------------------- Z SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES ------------ 3 SECTION 1-08, PROSECUTION AND PROGRESS ------- SECTION 1-09, MEASUREMENT AND PAYMENT ------------------------- 4 SECTION 2-01, CLEARING, ;RUBBING, AND ROADSIDE CLEANUP -------- S SECTION 2-02, RENOVAL OF STRUCTURES AND OBSTRUCTIONS ---------- 46 SECTION 2-03, ROADWAY EKC♦V►TION AND EMBANKMENT ------ _- 4 SECTION 2-09, STRUCTURE EKCAVATION ---------------------------- L SECTION 3-03, SITE RECLANATION -------------------------------- { SECTION 4-06, ASPHALT TREATED BASE --------------------------- y SECTION 5-04, ASPHALT CONCRETE PAVEMENT -------------------- 8 SECTION 5-05. CEMENT CONCRETE PAVEMENT ------------------------ 10 SECTION 6-01. GENERAL REQUIREMENTS ---------------------------- 10 SECTION 6-02, CONCRETE STRUCTURES ------------------------- 11 SECTION 6-03. STEEL STRUCTURES --—--------------------------- 11 SECTION 6-05, PILING ------------------------------------------ 17 SECTION 6-10. CONCRETE BARRIER --------- ----- LO SECTION 7-05, MANHOLES, GRATE INLETS, DROP INLETS, AND C\TCB BASINS -------------—---------------------------------------- it CITT OF RENTON WELLS AVE. BRIDGE REPLACEBENT Bfv002 un SECTION 7-11, PIPE INSTALLATION FOR WATER BAINS --------------- 21 SECTION 7-14, HYDRANTS ---------------------------------------- ZI SECTION 7-15, SERVICE CONNECTIONS ------------------------»-- ZZ SECTION 8-02, RO►DSIDE PL►NTING -------- ----------------------- SECTION 8-08. PLASTIC TRAFFIC BUTTONS ------------------------- Z3 SECTION 8-20, ILLUMINATI3N, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL ------------------------------------------- Z3 SECTION 8-22. PAVEMENT BANKING 24 SECTION 9-02, BITUMINOUS MATERIALS ---------------------------- 24 SECTION 9-03. AGGREGATES -------------------------------------- ZS SECTION 9-05. DRAIR\GE STRUCTURES, .:ULVERTS AND CONDUITS ------ Z6 SECTION 9-06, STROCTOBIL STEEL AND RELATED MATERIALS ---------- Z4 SECTION 9-07, REINFORCING STEEL ------------------------------- is SECTION 9-14, ROADSIDE SEEDING AND RO►DSIDE PLANTING ---------- tq SECTION 9-20. PLASTIC TRAFFIC BUTTONS ---------------- tq SECTION 9-28, SIGNING MATERIALS AND FABRICATION ------------ 31 SPECIAL PROVISIONS EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK -------- 32 DATE OF OPENING BIDS ----------------------- 3Z DESCRIPTION OF JORK ----------------------------------------- 32 CONSIDERATION OF BIDS -------------------------------------- 33 OTHER CONTRACTS OR OTHER WORK ----------------------------- 33 AHERICAN-MADE MATERIAL ---- 33 1 PREVENTION OF EWVIRONMENTAL POLLUTION AND PRESERVATION OF ' PUBLIC NATURAL RESOURCES ------------------------------------- 33 STATESALES TAI --------- ---------------------------- 35 CITY OF RENTON WELLS AIR. BRIDGE REPL\CEMENT 86V O02 B His GALE, FISHERIHS AND BCOLOGY RE30LATIONS ------------------ 35 LOAD LIMITS ------------- ________�____-w 36 W\3ES - ----- - 37 CERTIFICATION OF NONSEGREGATED FACILITIES -------------------_ 31 MAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES ----------------- 31 TRAINEES -------------------------------------------------- 44 REQUIRED FEDERAL AID PROVISIONS ------------------------------- 44 DISADVANT►GED BUSINESSES AID WOMEN'S BUSINESS ENTERPRISE PARTICIPATION (DB/WBE) --------------------------- 46 ARCHAEOLOGICAL AND HISTORICAL OBJECTS ------------------------- 55 UTILITIES ---------------------------------------------------- 55 EMERGENCY TRAFFIC CONTROL ------------------------------------- S7 TRAFFIC CONTROL -------------------------------------------�-- SE PUBLIC CONVENIENCE AND SAFETY 59 CONSTRUCTION SIGNING ----------------------------------------- 59 MAINTENANCE OF TRAFFIC CONTROL ------------------------------- 59 SPECIALTY ITEMS ---------------------------------------------- 60 PROGRESS OF WORK ------------------------------------------ 60 APPROVAL OF SHOP DRAWINGS FOR ILLUMINATION AND SIGNALS -------- 60 HOURS OF WORK ----------------- -------------------------------- 61 TIME FOR COMPLETION ------------------ _�__ ____-�-- 61 FORCE ACCOUNT MOBILIZATION ----------- -___-- 6t CLE\RING AND GRUBBING ----- ----------------------------------_ 6L ROADSIDE CLEANUP ----------------------------------------- 6Z REMOVAL OF STRUCTURES ROD OBSTRUCTIONS --------------------- LZ CITY OF RENTON WELLS ATE. BRIDGE REPL\CEMENT 86W002 C uil REMOVING C►TCH BASIN ----------------------------------------- 4.3 REMOVING ASPHALT CONCRETE PAVEMENT ------------------------.._ • G4 COMPLETION OF SOBGRADE --------------------------------------- CS PAVEMENT REPAIR ------------------------------------------- 45 DISPOSAL OF SURPLUS MATERIAL ----------------------------- ---- GS MEASUREMENT OF ROADWAY EXCAVATION AND ENBANNIENT -------------- 65 SOURCE OF MATERIALS ------------------------- -------- -_ GG fiAULING ON OTHER THAN STATE HIGHNA[S ------------------------_ 64 iITE RECLAMATION ------------------------------------------- 66 PERMITS FOR PIT OPERATIONS IN RING COUNTY -------------------- 11 ASPHALT TREATED BASE --------------------- -._--_ L5 RECYCLING AGENT SPECIFICATIONS ---------------------- - 41 MODIFIED GRADATION AND STABILITY OF RECYCLED ASPHALT CONCRETE - li ASPHALT CONCRETE PAVEMENT -___-------------------------- 12. RESTRICTIONS ON RECYCLIN; DF ASPHALT CONCRETE PAVEMENT ------- 33 PAVING ASPHALT REVISION -------------------------- 74 ' SURFACE SMOOTHWESS FOR ASPHALT CONCRETE PAVEMENT -------------- 74 FEATHERING ASPHALT CONCRETE PAVEMENT -------------------------- 74 CEMENT CONCRETE DRIVEWAY THREE DAY -- ------ I4 REINFORCED CONCRETE BRIDGE APPROACH. SLAB -------------------- 15 TEST HOLE DATA ------------------------------------------- --- 7S ' REMOVING EIISTING STRUCTURE ---------------------------------- i5 RATER LINES ---------------------------------------------------- 74 GALVANIZING ---------------------- _-----_---- 74 CITY OF RENTO■ WELLS AVE. BRIDGE REPLACEMENT 86 VO0 2 D e►�a GR07T ----- -------------------------------- 74 SUPERSTRUCTURE - WELLS AVENUE BRIDGE ------------------------ 17 BRIDGE MINOR ITEMS ----------------------------------------- 11 RETAINING RAILS - PRECAST UNITS ------------------- 79 RETAINING WALLS. STAIRS, AND R►MP ---—---------------------- 78 ELECTRICAL CONDUIT IN BRIDGE SIDEWALK ------------------------- 78 CDNCRETE CLASS Al SPECIAL --------—------------—----- 11 CONCRETE MIXES INCORPORATING FLY ASH -------------------- CONCRETE SEALS -_----_-_---------_----------------------—_- BL SANDBLAST FINISH --------------------------------------------- 83 WATERPROOFING CONCRETE SURFACES (CLEAR SEALER) ------------- 83 FALSEVORKAND FORMS ----------------------------------- 95 SHOP DRAWINGS ------------- _--__--__—-_.-- 85 CAST-IN-PL►CE CONCRETE PILING 70 Asu 80 TONS ------------------ 45 PILE TIP ELEVATION -------------------------------------------- 114 DRIVING PILING ----------------------------------------------- S4 FURNISHING AND DRIVING CONCRETE TEST PILES ------------------ 81 PILING --------------------'------------------------------- S7 RAILING TYPE A ----------------------------------------------- 8l RAILING TYPES B AND C ------_.------------------------------r_ 88 PAINTING STEEL SURFACES ---------------------------------_ 14 G►BION BAT --------------------------------------------------- 90 MANHOLE TYPE 1 - 54 INCH DIAM- -------------------------------- 91 CATCH BASIN TYPE 2 NITH OIL/NATRR SEPARATOR -------—--------- 91 ADJUSTMANHOLE -----------------------------_---------- 91 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86V002 E EAU HATER LINE GRADE AND ALIGNMENT ------------------------------- 4t PIPE INSTALLATION FOR HAVER MAINS ----------—---------------- 9t VALVES MR H\TER MAINS ----------- ---------- 93 - NATER VALVE VAUL_ ----------------—----------------------- -- 93 ADJUST VALVE BOX ------------------------_-«_-- 13 ADJUSTVATER METER BOX -------------------------------------- 14 RELOCATE WATER METER AND BOI ------------------------------_ 14 HYDRANTS --------- 15 SERVICE CONNECTIONS ------------------------------------------ 15 PLANT SELECTION ----------------------------------------------- 16 SOD INSTALLATION --------------«--__ 14 IRRIG►TION ADJUSTMENTS -------------«- --_—__ 44 TEMPORARY CHAIN LINK PENCE —--------------------------- 17 ADJUST MONUE2NT CASE AND COVER ------------------- ---------• --- 9V CEMENT CONCOE*E SID--NALKS, PAVERS, AND PARKING STRIP --------- 91 EXISTING LANDSCAPING AND LIGHTING PLANS ----------------------- lol ' BRIDGE LIGHTING AND ILLUMINATION SYSTEM REVISIONS ------------- 101 TIPE III BARRICADE ------------------«____________________«-- 105 PAVEMENT R►RKINo ---------------------- Io5 PARKING STRIPE --------------___'-------------------- 104 STANDARD PLANS ---------------------------------------- 106 ' APPEN DIX APPENDII B ------------------------------«_ APPENDIXC -------------------------------«_-_--___-----�_ CITY OF BENTON NELLS ATE. BRIDGE REPLACEMENT 86H002 P INTRODUCTION The followinq amandaer.ts and special provisions shall be used in conjunction with the 1984 Standard Specifications for Road. Bridqe, and Municipal Construction adopted in Jura , 1984. AMER04ENTS TO THE STANDAnD SPECIFICATIONS Tha following amendments to the standard specifications ar3 made a Part of this contract and supersede any conflict_nq provisicr.s of the standard spacificatio-is. For informational purposas, the data foll:.winq mach am-ndment title indicatas th9 implementation date of the amendment or the la•est date of revision. Fach amendaen• contains all current revisions tr, the applicable section of the standard sp '4cifications and env icclude references which do nct &poly to this particular project. `' Z� ',cTjU_1_Q.la_4KFINITIONS AND rERMS .(K1kESh-25.-14a51 Roadbed Soctior. 1-01.21 of the standard specifications is revised to r-aad: The graded part of the roadwav within t,ov and side slopes, axaparad as a founlation for the vavement structure and shoulders. Roadway Section 1-D1. 22 of the =•.andard specifications is r?v:sed to read: The portion of the right of wav within the outsije limits of tna side slopas. Su bqr ad e Section 1-01. 30 of the atandard specifications is revised to read• The top surface of th< roadbe. on which ?ubbass, base, surfacing , Pavea'ant, or lavers of similar matsrialz arm rlac�d. Traveled way Section 1-01. 35 of tha standard Rpecifications is revised to read: That part of the roadway aale for vehicle travel excluding shoulders and auxiliary lanes. ��STI4y_1_42._HiD PROCEDURES AND CONDITIONS ldlr2h-2�&-ML ple03 and Specifications The first paragravh of section 1-02.2 of the standard specifications is revised to read: Copies of plans and specifications will be on file in the offices of the D-apartment nistrict Administrators, the office of the CITY OF RENTON YELLS AV?. BRIDGE NEPLACEMFNT 86 N00 2 1 County Fngir.>ar in the county in which the work is locatr9, and the chapter offices of the Assoc iate9 Ganeral Contractors of America (in SPattla, Spokane, Tacoma , and wilsor.vzlla, Orego:,) . The first sentence of the s.=cocd paragraph of s+ction 1-02. 2 of tn� standard specifications is revised to r3a9: Plans an9 soecifieatiocs may be obtained from the Department of Transportation at Olympia. Washington by payment of the ;mount sat forth in the call for bids. Proposal Forms The third sentenc- of section 1-02.5 of the standard specifications is revised to read : It will list the -stimatad quuntit.as, units of measurement , the items of work , and the ■atarials to b4 furni>hwd at the unit bid Prices. SMIQN-1721a_ei+ARD AND EXECUTION OF CONTRACT Avard of Contract Section 1-03. 2 of the standard specifications is revised to read: A contract will normally ba awarded or bids r-�iscted within 30 calendar days after the Aids a ra opened. Upon mutual consent of tha lowest responsible bidder an9 tha Department, th^ 30 calenlikr day limit may ba extend?d. After expiration of the 30 day limit , if no mutual agreamant has been reached ragardinq extension, tha Dapartm-nt roservas the right to award tba -ontract to the next lowest responsihle bidder. The succassful bidder will he notified in writing when th4 contract has bean avard,ad. ,IXTION 1-0.4�_, CgOPE OF THE MORN lfacch 2a._M51 Coordination of Contract Docum3nts, Plans, Special Provisions, Addauda Section 1-O4. 2 of the standard specifications is revised by changing the first sartrnce in the second paragraph to read a: follows: In case of discrepancies, plans she.'. govern over specifications; supplemental avecitications shall govern ova: standard specifications; special provisions Shall govern ova; specifications and plans; and units of ■easurwmant on the proposal shall govern over units of measurement contained in the special , provisions. CITY OF RENTON WELLS AVE. BVIDGF REPLACEMENT R6v 002 2 r ���IQ�_�:4�a_L�iGI�]�_HELATIOmS AND RESPONSIBILITIES ltlsst�h_?4�_�3Qgl Laws to be Observed Sn=tior. 1-07. 1 Of thil standard specifications is revised by deletino the last sentence of the third paragraph. rime, Fisheries and Ecology RPqulations Section 1-07.5 of the ;tandirl specifications is revised by addinq to the list under than subheadinq, StatP Department of Ecoloqy, the following: 6. Immen itsly notifv thA Department of Ecoloqv should any accidental spill of oil, chemicals, or sawagr occa: into the waters of this State. Wages The fourth naragrapd of section 1-D7.9 of the standard specifications is supnlemantei with the followinq: When the project involves both highway work and buillinq work , the cop+tact may list. a Federal vage aid fringe ber.Efit rate fur the highwav work and a separate Federal wage anal fringe benefit rate for the buildinq work. ThP area in which the worker is physically amyl-yed shall determine which Federal wave and frinqa benefit rate shall he usal t,) compare against_ thq State wage- and fringe benefit rate. Tha sixth paragraph of s=c-ion f-07.4 of tho standard spec--ficationa is revisal to read: �pg�}Dg__gQt�cgs,� In a location acceptable to the Department of Labor and Inn ustrie , the contractor sball post: 1. Ong Copy of the 3Pproved "Stat?ment. of Int?nt to Pay Prevailinq wagas. " 2. one copy of the pravail-, nq wags rates for the Praiect . 3. Tha address and telephone number of the Industrial Stat4stician for the Department of Labor and Industries (alono with notice that complaints or guastions about vage rates may ha directed there) , and U. FNWA 1495/1495A "Wage Rats Information" Poster if the project is funded with Fadaral-aid. Section 1-07.9 of the standard specifications is suPnl>mentad with the followinq. Certified Pavrolls are required to h2 submitted to the Enginaer, from the Contractor and all subcontractors cr agents, cn all CITY OF RENTON WELLS AVE. BRIDGE. REPLACEMENT B6v002 1 Federal-aid projects and, vhan requested in writing by the Engineer, on pr9jacts funded with only State funds. It these Payrolls ;ro not supplied within 10 cal-indar days of •he end of the preceding wPikly Pivroll period for P4Reral-aid projects or within. 10 ca L�niar days from the, date of the wri-.ten r9quest on projects with only state funds, ar.v 7r all payments may b_ withheld un+il complikaer is achieved. Also, failure to provides these p +Jrolls could result in other ;auctions as provided by State lave (RCw 39.12.050) ind/or Federal rsiulations (29 CFR 5 .12) . Contractorfs PeSPOnsibility For York The first s,art-rce of exception no. 5 in section 1-07. 13 of the standard specifications i3 revised to read: Any tPmparary work such as detours, detour structures , or temp'7rary illumination which is 4amagad as a result of vandalism, third party iaaaga or under the conditions specified In Item 1 abov4, subipct to the following iimititions: One-way Pilotyd Traffic Control Through Cor,structior. Zone Th? second Rot# incr of the sub-oaragraph under �4L�:#�i3)i_L'Yj11 19 �3_'��Y_Q139sq�_TE� I1F_<gl)�Iq! in section 1-07. 23(41 of the standard specifications is revised to real: The ■ithod of calculating reimbarsemant will be by using only that Portion of section 1-09.6 for ( 1a, 1b, 1c, 1d) Labor and 13) Equipment. iU4TI9#-1-49a_rLkQSECUTI0M AND PPOGRESS S�➢H_�gs_�9�_ 1q��1 Time for Completion The sixth sant9nce 0f thN first :)a. agraph of section 1-08. 5 of taa standard specifications is revised. to read : Racoonizad holia&V3 shall be as foll(jws: January 1 , th.) bird Monday of Jargarv, the third Morda♦ of February, Memorial uav , July 4, Lahr Day, Novembar 11 , Thanksgivinq Day and tha day followira T',ankegivinq Day, and Deeamoer 25. $FtScSI4!! �_2� _1EAS116E1ENr AND PAYMENT Yelghing Equiva-nt The fifth and sixth sentence in the second Paragrapu under Specific , Requireurnts for Platform Scales in section 1-09. 2 of the standard specifications is revised to rPai: All weigh or load tickets shall contain the gross weight, tare weight, net weight and the iden•ity of th9 matrrin, waighed. Tare w>ights ahall bp taken of each convevanca at laast twico daily. cTTY UP PEPTON YELLS AVE. BRIDGE REPLACEM.:NT 86Y002 4 T14 follow inq Paragraph is insarte,d af-ar the second paragraph uGUer Specific Requirements for Platform Scales in S�ctior. 1-09.2 of the standard specifications: All c3909rcial anal cartifiad weighers ara required to check the scales at 1-?ast daily. The scale check methods and documentation proceduras for scale checks and tare wyights will require approval by the Enqineer. Checks shall be made throuchcut each day to say that the scabs are balanced and return to zero whet no load is on them. Force Recount The second full Piragraph of section 1-09. 6 of the standard specifications includiri the santence baginnini with "The 10 percent supplemental marKUP...." is replaced with the followinq : When worK is performed on a force iccour.t basis by approved subcontractors, the Contractor will be allowed as additional markup equal to five percent of the total cost computed for 1. 2, and 3 above for all timinir.strative costs. Payment For tateriil on Hand Tha second paragraph of section 1-09.8 of the standard specifications is r-vised to rand : The cost of the mat rials produced by the Contractor such as sand, gravel, surfacinq material, or aggraqates will ha determined by written evidence supplied by the Contractor in sufficient detail to datermine his actual cost to produce the mataritis. The cost of other materials will by determined by invoices from a material supplier in sufficient detail to dEterair.a the actual cost. The CorI:ractor shall furnish the Engine-:r a paid invoica within 60 days of the initial payment. If the paid invoice is not furnished in the prescribed time, any Pavmant that had baen made will he deducted from the next progress astiwata until tha paid invoicy is furnishr9. 29r.T,IO1_Z_Q1,-W,hRING, :;RUBBING, AND ROADSIDE CLEANUP Disposal of Usable Material and Debris The second Paragraph of section 2-01 ,2 of the standar�i specifications is ve vi sed to read : The Contractor shall meet all requirements at state, county , and municipal regulations regatdiaq health, safety , and public welfare in the disposal of all debris. CI'CT OF PENTON WELLS AVE. BRIDGF REPLACEMENT. 86W002 5 Disposal yettad No. 2 - Cor.trolled Burninq The headinq and text of section 2-01. '2 (2) of the star.da.-I specifications is revised to read: 2-01.2 (2) Disposal Method No. 2 - Waste sits Debris shall ba hanlad to a Waste sita obtained by the Contractor. Disposal Method No. 3 - Chippinq The second paragraph of sorion 2-J1. 2(31 of the standard spacifcations is revised to read: Stumps shall ba haul-ad to a waste site obtained by th= Contractor. EE�Tj4N_2=o2�_�EPoyAL OF STRUCTURES AND OBST91JCTIONS 1421212al- ._19851 Ganeral R?quirem?nts The last Daraqraph of section 2-02. 3( 1) of the standard spocificat1075 is revised to read: The Contractor may dispose of wastes material in Sta`_e-cwnad sites if the special provisions or the Enginear permit it. Otherwise , the Contractor shall arranq? to dispose of waste at his expense. Under no circumstance will the Contractor ne allowed to waste material within a wetland as defined in section 2-03. 3(7). All costs of disposal shall bs included in the bid prices for other work. EE&TjQ11_l_Q3._8Q.IDWAY EXCAVATION AND EMBANKMENT 1Q2&Qtn-2&_1.3851 Disposal of Surplus Material Section 2-03. 3 (7) of the standard specifications is revised by addlLq the following paragraph between the firs,: and s�ccnd para4raDhs: Disposal of exc?ss material within a wetland araa will not be allowed. Wo!lands are defined as those areas inundated or saturated by qround or surface water at a `.requencv and duration sufficient to support , and that under normal circumstances do support a prevalenc- of vegetation typically adapted for life .n saturated : )il conditions. Wes-lands generally include swamps, marshes, bo ,, and similar iraas. 814TjQg202s_5TRIICTURE EXCAVATION 18149�5_Ss_198�1 Sic kf it lirq the second oaragraph of ;yctiob 2-09.3111E of the standard spacificatior.: is revised to real: Ali I>z;i3;_vg__sry)sgg. When material from structure excavation is unsuitable for uso as backfill, the Er.ginear mav: teouira the Contractor to ob•ain material alsewhere : require th- Contractor to suhstitute sal �cted materiel in accordance with sac-ion 2-03. 3( 10) CTTT OF RENTON WELLS AVE. RR1nGF REPLACEMENT B6 W00 2 6 of the standard specifications: or require the Contractor to use other material covered by the contract, if :;uch substitution involv,s work that does not differ greatly frog what would otherwise have bear. required. The Contractor shall provide bactfill material as provided in section 1-04.4 of the standard spacifications it naithar selectad materials nor other contract materials aro available. Classification of Structure Excavation The first sentence of -he first paragraph of section 2-U9. 3(2) of the standard specifications is revised to read : Structure excavation required for bridga footings, pile caps, saals, wino walls, and rate ininq walls ahaI. be classed as "Structure rxcavat?on Class A" . Preservation of Charnel Section 2-09. 3 (3) A of the s-andaze specifications is revjsrd by changtnq item number 6 to read: Place ripran around the outside of cofferdams to repair local scour. !yea suramant The second and third Daragraphs of section 2-04. 4 of the standard specifications are reviled tO read: fl4Eii9pSd1 �1l1_--�- The State will use the side^ of *he trench or pit as horizontal limits in measuring excavation. No pavment for structure excavation will be made for material removed (1) more than 1 root outside the Porimater of anY pile car, footing or seal, (2) more that, 3 feet bpvoni the roadway side of a wing wall, and ( 3) more than 1 foot beyond the other sided and end of a wing wall. 443($I__diP1S$• For a pile can, footing or seal, the bottom elevatior. shown in the plans, or set by tha Engineer, will sarve as the lower limit in measurinq structure oxcav3r icr. For a winq wall, the lower limit will follow a line parallel to the bottom and 1 foot below it. AnY swell from pile-dzivina will be excludad from excavation quantities. Paym'nt The first paragraph unlitr It4a No. 5 in section 2-04.5 of the standard suaeificatiurs is rsv_sed to read: The lump sum contract Dr;ce shall be full Pav for all labor , materials, tools, and equipment needed to build, dewater, and remove the shoring, cribs, cofferdams or caissens. CITY OF NENTON WELLS AV°. BRIDGE REPLACEMENT 86w002 7 If it is necessary to Place riprao outside of cofferdams to repair local scour, it shall be paid by agreed price or force account. j$<TIQfl_1=41a_STTE RECLAMATION , 19C-12 k0r-2a_1 2$5L Contractor - Provided Sites section 3-03. 2 (2) of the standard specifications is supplemented by the followinq: Under no circumstance will the Contractor be alloved to waste material within a watland is defined in section 2-03. 3 (7) of the standard specificitions. SFiQTI4�u_2¢._L��P9�tT TREADED BASE 1N4 tea2fL_���_19841 Anti-_Strippinq Additive section 4-06. 3 (8) of •.h= standard specification3 is revised to read: When direct-d by the F.r.gineer, an anti-stripping additive shall be added to the asphalt material in accordance with section 9-02.4 of the standard specifications. PHALT CONCRETE PAVEMENT Pr3piration of Exisitnq surface The second Dar%urs,ph of section 5-04. 3( 5) A c,f the standard specifications is revised to read: A tack coat of asphalt applied at the rate of 0.32 to 0.08 gallon Per square yard of retained asphalt shall ba applied to all surfaces on which any course of asphalt concrata is to be placed or abutted. Tho spraadinq equipment shall be equipped with a spray bar with ext _Lsions, praasur3 pump and gauge , tachometer to accurately control the spe3d and spread of asphalt , a t.hermomet3r to indicare the temperature of the asphalt, and hind operated spray equipment for use oLly on inaccassible and irraoularly shaped areas. The power for cparacinq the pressure pump shall bay supplied by i power unit which will develop a minimum of 25 osi pressure a,, the spriv bar. When asphalt concrete pavement Class D is beinq cons*ructad, a tack coat of CRS-2 shall be applied to tha existing surf.?.ce at i rate of 0. 12 to 0.20 (O.UH to 0. 12 residual; gillons per square yard Or as oth?rwise dir9cted by the Engin3-sr. Y Soil Residual Perbicide The first paragraph of section 5-04. 3 (5) D of the standard spacificatiors is revised to read: Where shorn in the plans, the Contractor shall apply ona application of an approval soil residual herbicide. Pavinq snall begin within 24 hours after application of the herbicide. Any area that has not been paved within the Lima limit or that has CITY OF RF.NTON WELLS AVE. BRIDGE RFPLACEMENT 86WO02 8 been rained on, mast ba treated 9gain at the Cor,tractorls ixpensa. Application of the herbicide shall he a uniform spray it. accoriance with the manufactnrerts recommendations. Mix Desiqn The second paragraph of section 5-04.3 (7) A of the standard specifications is revis d to read: The Contractor shall obtain the Enoinear' s approval prior to changing the source of asphalt c:-mant during thz production of asphalt concrete. Blendinq of asphalt from diff.;rrcat scurces will not be permitted. Joints The sixth Daragranh of section 5-04. 3( 11) of the standard specifications is rgvis>d to reai: when asphalt concrete pav-mcnt is plated adiccaat to Cement concrete Pavgmant, th4 Contractor shall construct longitudinal ioint.s betwa4n the asphalt concrete Pavamint and the cement concrete PavCs-nt. The joint shall be constructed by routinq a longitudinal groovy 1-inch deep and 1/2-inch wile in the asphalt concratz vav=mant aid shall be filled to within 1/8-inch of flush with a mixture conf�rmirq to section 5-04. 3( 5) C procedure B. The smventh Daragraph of section 5-04. 3 (11 ) of the standard specifications is delet._d. Anti-Strinpinq Additivq Section 5-04.3(20) of the standard specifications is revised to real: when directed by the Engineer. an anti-strippinq additive shall be added to the asphalt ma t+rial in accordance with section 9-01.4 of the standard specifications. "aasursmant sac tion 5-04.4 of the standard specifications is suDplemanted by the followinq: Loriqitulinal ioint seals between the asphalt concrate pavement and cement concrete pavement will be measured by the liniar foot alonq the line and slovq of thr completed ioir.t seal . Payment Section 5- 04. 5 of the %Laniard specifications is supplemented by the followinq: 17. "Longitudinal Joint Seal," Dur linear foot . The unit contract price per linear foot for "L,)ngitudinal Joint Sea _" shall be full pay for furr.ishinq all tools, aquivment, CITY OF RENTON YELLS AVE. BRIDGE HEPLACEMENT 96w 002 9 labor, materials and auoP1 it:s necessary or incidental to construction of th. joint seal ij accerdancN with the standard Plan and thesz specifications, y SiFcUIPLII-r3_Q�a-C14ENT CONCRETE PAVEMENT 1s9231MS_5&_l 9 A 5l. Placing , Spreadirq and e9apactinq Concr9t2 The fifth Daragraph of section 5-05.3( 7) of the standard specifications is supplamer.ted with tha followinq . Reference cogs will. be taken at the minimum ratF cf one? for each 2 .500 square Yards of pavement, or fraction thjrenf . These same, cores will be us41 for thickness measurements as required by section 5-05. 50) of the standard specifications. The seventh paragraph of section 5-05. 3(7) of the standard specifications is supplemented with the following: Primary units of vaVPment, as defined in section 5-05. 5(1) of the standard s0ecifications, not meRtinq the prescribed minimum density shall ba removed and raDlaced with satisfactory ■at rial. At the option of the Engineer, non-complytnq material may be Accepted at a reduced price. Cement Concrete Driveways The second oaraq;aoh of section 5-05. 30 8) of the standard spacifications is revised to read: The provisions of section 5-05 shall Pertain in the construction of toner>te driveways and in addition the iollowinq shall apply: �195o1B8a__C21nB�Er1L�9i__ _La Finish: Concrata may be Placed, compacted, and finished using hand methods. The tools raquirFI for these operations shall ba approved by the Enqinser. =1104 kZ.Q1<_31y4jjAL FEQUIREMENTS .L+2�.QS3LY��ylY8F1 Normal Temperat r� The heading anA t*xt of section 6-01 . 15 of the standard snecif.icattons is revised to read : 6-01.15 Normal TSmDarature and Dimensions Dimensiors on bridge Plins are for a normal temuare.ura of b4 degrees F. Di.mt•nsions on bridge Dlaas are horizontal or vertical unless othervise specified. CITY OF RENTON WELLS AVE. BRIDGE REPLACE"7r NT 86V O02 10 STR7CTOHES Proportioninq Materials The sentence and list following the asterisk under section 6-02.3 (2) of the standard specifications is revised to read: •If the aggr>qata used in tt. e concrete develops not less than 95 percent of the strenqth of washed sand and gravl from Steilacoos , WAshington when tested, in accordance with section 9-03. 1, the followinq proportions of cssent and aggreqate saw be used in Class AX concrete: Pounds of Iry camant p=r cubic yard 610 Pounds of dry fins aqq-. "ata per cubic yard 1, 465 Pounds of Iry No. 5 coarse aggreqate par cubic: va_9 1 ,790 Max. water per r_u vd. (gallons par 100 wt. of casent-5. 33) 32.5 Low Shrink Concr?te Section 6-02. 3 (2) C of the standard specifications is revised to read: Low shrink concrete shall meet all the requirements for corcrct4 Class AX as stated is section 6-02.3 of the standard specifications, ergot that the quantity of water shall he reduced such that the rate:/cement ratio shall not =xc". d 0. 38 by weight. A water reducing admixture shall be usgd in this mix and shall ba as outlined in section 6-02. 3( 2) B of the standard specifications. Machine Mixinq The first s-�ntanca of the .hind paragraph of section b- 02.3 (4) A of t:'a standard specifications is revised to road : In general, all concrete shall be mixed for a v?ciod of not less than 1 minute aftFr all materials, inclaiinq water , are in the mixer, except Class D and DX, which shall be mixed 1-1/2 minutes. Placinq Concrete The seventeenth paragraph 01 section 6-02, 3 (6) of the standard 4 specifications is supplemented by the followinq: � The concrete traffic and pedestrian barrier may be constructed by the slip-forminq method at the Ccntractor's ontior. If an unsatisfaetory barrier is constructal , th= Contractor shall stop work, r>move the unsatisfactory barrier, and take corrective action bFfor- ororeAdinq. CITY OF FENTON YELLS AVE. BRIDGE REPLACEMENT 86WO02 11 The maximum allovapll� deviarioa from a 10- foot straightad(i* he'l longitudinally on the front face, top surfs^e, ar.d back Lacs shall be 1/4 inch. Walther and Tsmperature Limitations - Protection of Concrete The eIevan:t. paragraph of section 6-02. 3(6) A of the standard specifi< itions is revised to read : Concrete for use in all castings above footings shall not exceed 90 degregs F at time of Dlac_2ment. The Contractor shall employ such mEasurds as are necessary to maintain, the temperature as required. The reasures may include shading, coolinq the aggrPqats Piles, refrigera*inq the mixing water, r substitution of crushed ice for all or a portion of the mixir. , water. Sprinklinq the aggregat!� piles with rater will not h3 allowed. When ice is substituted, it shall be completely melted at the time of placement. When the Enaicear det_ rmines there is a probability that concrete t�aP?ratures will axeePd 90 degrees v under normal concretlnq Practic?S, he may requira that measures to .-Educe tt.e concrete temp-ratura ba made available Prior to *.he start of concrete placement. Temperature reduction, measures shall be sub Ject to aDDrJwal by the Engineer. Placiro Concrat= in water The first sentence of tho last Paragraph of section 6- 02. ' (6) 6 of the standard specifications is revised to real: Concrete Placed under water shall be Class D or DX and shall be ot000rtion,ed for a maximum slump of 7 inches. Finishinq Roadway Slabs The title Of R-:rtjon 6-02. 3 (10) of the standard specifications is revised to real: 6-02. 3( 10) RPadwav Slabs The eleventh Paragraph of section 6-02. 3( 10) of the standard specifications is revised * o read : Concreto shall be, Placed the full width of the z:,adway slab or the full width between construction. Joints shown in the plans. In general, construction Joints must be over beams or robs which will adequately suDDort the slab on aach side of the Joint. Joints will not ha Permitted over piers, except as shows in the olar.s. The construction Joint. shall be formed vertical and in true alignment. Falsework and wedges suPDOrtiuq each part of the roadway slab shall not be released until th-3 concrete of both Parts has Properly aged as provided in these spacifieations. The twelfth DaraoraPh of section 6-02. 3( 10) of the standard specifications is delzted. CITY OF RENTON WELLS AVE. BRIDGE RFPLACEMENT 86WO02 12 Tha fourteenth Paragr+ph of section 6-02.300) of the standard specifications is supplemented with the followiaq: All concrete splashed or oth2rvise deposited or exposad reinforcinq steel of adiacent parts shall be removed befare those adiacent parts are poured. The sixth and seventh s_ntencas of paragranh 21 of s-c�ion 6-02. 3 (10) of the standard specifications which beqins at the bc,tom of page 206 are revised to r-ad: The taxture shall not axtend into areas within two feat of the curb lines. The non-textured concrete within two fa=_t of the curb limes shall be hand finish9d'vith a steel trowel. Carina and Fir.ishinq Concrete Traffic and Pedestrian Barriers The sixth paragraph of section 6-02.3 (11) A of the standard specifications is revis-i to read: The Contractor sha17 supply sufficient racer and workmen to Properly cure the concrete surfaces in the ■antcr and for the length of time specified. No curinq compound of any kind shall be used on the new roncrsta masonry except upcL roadway slabs, sidewalk slabs, slip-formad concrat- traffic and pedestrian barrier, and the top slabs of culverts, as specified in section 6- 02. 3(11) of the standard specifications. S9z:tion 6-02. 3( 11) A of the standard specifications is supolemeated by addinq the following after the sixth Paragraph: For concrete traffic and Ped=strian barrier constructed by the slip-forminq method, the concret - finishinq shall consist of two separate operations. The first operation shall consist of finishinq the barrier with a steel trowel to close all surface Pockmarks and holes. The second operation stall consist of a light brush finish in the vertical direction or. the front and back face anal in the transverse direction on the top surfaca of all plain surface finish barrier. After tho finishinq operations have b&an completed the slip-formed concrate traffic and pedestrian barrier shall be curad by one of the following m4thols: 1.. After the frea water his left the concrate Sur faca, sprav with clear chlorinated rabbar type curinq compound, Tvne 1, applied in two applications. The total coveragv shall be at least one gallon net 100 ;quara fee*.. Not later than the morninq followiaq application of the curinq compound, the slip-formad barrier shall be covered with white refle-tiv= type sheatino for a period of at least 10 days. At the =nd of the curinq Period the curinq compound shall be coepl<tely removed nv CITY OF RFNTON WELLS AVE. BRIDLE REPLACEMENT 86W002 13 either a light saulblast or a hiqh pressure water Jet to provide a uniform appearance. 2. As soon as the barrier has gained sufficiynt strength to Prevent damage, cover with heavy quilted b_aakets wh.ch shall be k-pt continuously wat for a period of st least 10 days. At the and of the curing period no alditio::al firiehinq will ba r%quired. Construction .joints The first paragranh of section 6-02.3 (12) of thi standard specifications is revisaj to raid: Cont.truction Joints shall be mid? '4here ;horn ir. the plans. If approved by the y.ngineer, construction Joints shown in the clans aav be d±letal or relocat.ad or idditional construction Joints may be formed if reou�sts for such changes are submitted ir writir.v by thi Contractor. Any request for _.uch, chaniis must be accompanied with a drawinq shawinq the proposed 'ieloca^_ion or deletion. Additional costs due to ^hanges in construction Joints requested by the Contractor wi11 be to his expense. All construction joints shall be neatly formed as shown in nlans by tho use of grade strips or other approved methods. Irregular or undulating pour linas will not b&, allowed. All construction. Joints shall be either horizontal or vertical, or '_f the main rair.fercement is inclined, the Joints shall be normal to the direction of the main reinforcement. Wire &ash of any kind will not be permittad for forminq material. An elger shall not h? used on the Joint, but laps and 1dgi1%gs shall he removed before makinq th- aaiacant pour. Tha third paragraph of section r,-02. 3( 12) of the standard specifications is rsvisad to read. Shear ksys shall be provided at all construction Joints except those where the plans call tot a roughened surfac-. Bracinq Section 6-02. 3 ( 17) C of the standard specifications is revised by addinq the followinq paragraph betwwr. the first end .second paragraph. Bracinq shall be provided between Ptestrassid concrets qirdars to prevent movem-at or rotation when the diaphragm and roadway slab ° are poured. The girder table in the seventh paragraph of section 6-02.3 ( 17) c of the standard specifications is revisad to read: CITY OF IENTON WELLS AVE. BRIDGE BEPLA.:EN?NT 86W002 14 Seri*s 6 Girder - 2 feet-6 inches Series 8 Girder - 3 f?et-6 inches Series 10 Girder - 5 fwet-3 inches series 14 Girder - 5 fret-6 inches ^ors Ties The second and third paragraphs of section 6-02. 3( 17) 2 of the standard specifications are revised to read: Wire form ties and taper ties will no, be allowed. Placinq and Fasteninq Section 6-02. 3( 24) C of the standard specifications is supplemented by adding the followinq after the first paragraph: The reinforcinq bars for tha slip-formed concrete traffic and pedestrian barrier shall be tier and braced to prevent disvlac9mant of the reinforcing cage durinq placep.3tt of the concret1_. Weldinq Reinfnrcinq Steil The first sentence of the. first paragraph of section 6-02. 3 (24) E of "he standarl specifications is revised to read: weldinq of steal reinforcinq bars shill conform to the requirements in th? AWS D1. 4 Reinfotcinq Steal Weldinq Code, the plans, these specifications, ire the special provisions. The last sentence of th- third paragraph of section 6-02. 3 (24) E of the standard specifications is revised to read : A suggested fore for furnishinq the rsquired informatics is given in Appendix A of AWS D1.4. 'rho thirteenth Paragraph of section 6-02.3 (24) E of tse standard specifications which starts with "The followinq procedure. .." is deleted. Pr?stre-sel Concret? Girders section 6-02. 3 (25) of the standard specifications is revised by adding the followinq viragraph between the third and fourth paragraphs: The width of the and block under Series 14 Girder may be changad to 1 foot 4 inches prnvided that the reinforcinq steel in the end block region is adiu3ted to maintain the clearance as shown in :ha contrac#. plans. CITY OF RFNTON WELLS AVE. BRID4E RFPLA1'E9ENT 86NO02 15 Casting and Shop Plans That second santanc- of tho sixth Daraqraph of section 6-02. 3 (25;C of that standard specifications is revised to read: The block outs shall be: not more thin 1 inch in diameter; spaced at 6 feet - 0 inches maximum longitudinally; anal more that 3 inches from the outside edgp of that top flange for the series 4 thru 10 airders and 10 inches for the Series t4 Girdars. eandlinq and Storaqe *hat first santsncr of the second Daraqraph of section 6-02. 3 (25) C of the standard specifications is revised to read: Lonq oirders, and specifically those over 105 fret in length for series 10 and over 112 feet for series 14 girders, shall be braced laterally to prevent hucklinq during transportation and erection. Shinvinq The first paragraph of section 6-02. 3 (2511 of 'ha standard specificatiols is revised to read: Prestressed concrete girders shall not be shipped until tests on concrete cvlinders, manufactured of the same concrete and cured uniar the same conditions as the girders, indicate that the concrete of the particular girder has attained a compressive strangth equal to that specified design compressive strangth Of tea concrete in the girder and attained a air.imvm aqa of 7 days fnr Bulb-T prestressed girders and 10 days for all other prestressed concrete girders. The first sent4nce of the second paragraph of section 6-02. 3 (25) .1 of the standard specifications is rev± G9d t� read: Durinq shlpPl.r..q, the girders shall he supportad within: 3 fast of the ends of the girders for series « , 6, and 8 and for Bulb-T Pr:tstrsssed girder3: within 4 feet for Series 10 rrestr4ss, 'd girders: and within 5 feet for Series 14 pr= strassad girders. The CRITERIA 'OR CHECKING GIRDER STRESSES AT TIME OF LIFTING OR TRANSPORTING under section 6-02.3 (25) d of the standard specifications are revised as follows: 4. Prestress losses 1 day - 1 month - 20. 000 Psi 1 month - 1 year = 35,000 psi 1 year or more = 45, 000 psi max.) 5. Impact on dead load : Liftinq = 0% Transport: nq - 20% CITY OF RENTON YELLS AVE. PPIDGE REPLACEMENT R6s002 16 Anchorages The sixth paragraph of section 6-02.3(26) B of the standard specifications is revised to real: The Contractor shall sub sit a cartified r3port, prepares by himself or his aaent , for 4ach size and tvpe of anchorage device proposed for use shoving that tLi anchorage assemely will develop 95 percent of the ultimate s•ranuth of the prestressiaa reinforcement. Measurement Tha third sentence of the first paragraph of section 6-02. 4 of the standard specifications is revised to read : Class D or DX CDtcrete, when jsed in the will of underwater cofferdams, will he paid for or, the basis of tha actual voluse deposited as deteralmad by the average cross-sectional area of the inside of the cofferdam except that no payment will be made for the volume so determined which is outsid3 of an area which is bounded by vertical planes one foot outside of the neat libes of the seal. STRICTURES 1Q2912bgr-2.._12§51 Substitutions The second sentence of section. 6-03. 3( 9) of the standard specifications is revised to read: Should the substitution of heavier members be allowed upon the Contractorts request, the substitution shall be at no additional cost to the State. Assembling and Bolting The eight paragraph of spctioa 6-03.3 (28) of the standard sP?cifications is revisal to read: Where bolted con^actions are shorn in th:+ Plars or specifically authorized, all bolts, nuts, and washers shall conform to the specifications for material and assembly of structural Joints using high strength stael bolts as vrovidad in Division I, Design, Article 10. 32. 3. and Divisior. II, Construction, Articles 10. 3 and 10. 17 of the current AASHTO Standard SOPcificatio+:s for Highway Bridges. ���TiQNst_Q��.eIFI NG 1J"U"La1.-12U1 Driving Piles The second and third paragraphs of section 6-05. 3 (1 ) B are reDlac-ad with the following : CITY OF RENION WELLS AVE. B?IDGE REPLACEMENT 86w002 17 Piles sha11 ne driven to daotns sufficj �nt to devalop the load bearing capacity shown in tqe Flans, but no- lass than 10 fe'It . when minimum tip elevation is sPecified, n'_les shall be driven to reach the svecifi-d minimum tip 9l=_ vation unless otherwise: directed by the Fngi nee r, if the load bearing capacity of the Piles has not been reached at the specified tic elevation., drivinq shall continue until the load baarisq capacity is reached. The second sentence of the eighth Paragraph of section 6-05. 3 (118 is deleted. Equipment for Driving The sixth Paragraph of section 6-05. 3 0)C of the standard specifications is revised to read: Precast concratq piles 13 inch, 16 inch, and 18 inch is diam?ter shall be driver! with a single-acting steam, air, or diasal hammer. The hammer used shall develop not lass than 13,000 foot-pounds of anergv per blow for 13 inch oil-3 and not 1=ss than 24,000 foot- pouads of an-orgy pir blow for 16 inch and 18 inch piles. Th+: ram weight shall be not less than half the weight of the Pile and tha ratio of foot-pounds of anergv to ram weight shall not excawd 6. Test Piles The third sentence of the firs_ paragraph of section 6-05.3 (1) 0 of the standard srecificat.ions is revised to reed : Test Piles shall be of the same materials as the permanent piles and shall be driven with a pile tin when pile tips are specified for the Dermanant nilas. Determination of Bearing Values The first Paragraph of section 6-05. 3 (2) P is revised to r9ad: TAa safe baarl.nq values for timber piles shall be determined by the following formulas. P = _ZU_ for gravity hammers $t1 .0 P = _j!g_ for all single-actinq hammers an9 $t0. 1 closed end (double acting) dies-1l h3mmcrgw P - _jJ�1 (wtADl, for double-acting staam or $t0. 1 air hammers where P = safe bearinq power in pounds. _ `! = wgight in pounds, of striking Parts of hammer. N - drop of hamaar or stroke of ram, in A = area of piston in square inches. P = Steam nrassur? in DOunds per square inch at the hammer. CITY OF RENTON VELLs AYE. BRIDGE RFPLAC6!1ENT 86w002 18 S = the average Penetration in ir,cheS par blow for the last 5 to 10 blows for gravity himxern aal the last 10 to 20 blows for steam or air hammers. ► For closed end diesel hammers (double acting) the er.Prgv (wH) is to ba determined fro■ the bounce chamber readinq. Bounce chamber Gauge is to be calibrated for each project. Curing The second and third sEntenc3s of the first paragraph of section 6- 05. 3 (3) c of the standard specificaticns are revised to rsad ; The concrete sha'el be kept wet continuously for a period of not less th%n 10 days when Type II Portland cement is used, and not less than 3 days when Type III Portland c.,ment is used. side forms may be rsmevei at any time after 24 hours from the placing of the concrete, provided the stir temperature surrounding th? concrete is ma? ntainad at a einimum temperature of 50 degraes Fahrenheit for a period of 5 days when Type II Portland cement is used or 3 days wher, Type III Portland cement is used. Driving and Insjgction of Steel Casings The first sentence of the fifth paragraph of ser.tior. t,-05. 3 (41B of the standard sPacificatioes is revised to read: Where piles with stool casings are used, ani a portion of the pile is exposed to view %hove the finish ground line or the low rater line in water cros3ings, the steel casings shall not extend above an elevation 0. 5 feet below the finish ground line or above the low water line as determined by the Engineer. Reinforcement Se=ti on 6-05. :1 (4) C of the standard specifications is revised to read; Reinforcing steel for cast-in-plats concre:a piles shall be; six No. 5 bars for 12-inch diam?ter 55 :,an pil sevsa so. 5 bars for 14-inch diamrter 70 ton pile; 1.5 percent of the cross-sectional area of tha concrete, using No. 5 bars for all other pile sizes. Reinforceman� shall extend to the bottom of th-� pile or 25 feet b?low the around line whichever is less. Beinforcem�nt shall extend a mirimum of 2 feet icto the footing or pile cap or to 2 inches from the top of tha footing or pile cap. kll bars shall he rigiJly fastened together irr, a sirgle unit whicb shall be lowered into • ha casing bafore the concrete is placed. No loos bars will be Parmittad . Ths reinforcement shall be c%rofully Positior.a,i and securely fastsne5 in such a manner as to ensure 2 inches clearance between the main rear.forcing bars and the Pile casing. CITY OF RENTON WELLS M. BRIDGE REPLACEMENT 86W002 19 Spiral hoopinq reinforcir.q s+1el shall be placed at 4-inch centi,s around *he top 1B feet of the main reinforcement,. This spiral hoopinq shall be No. 3 doformad steel bar, 3/8-inch diameter plain steel bar, w11 cold drawn, wire or D11 deformed wire. Spiral hoopinq reinrorcinq steel shall ba placed a- 6-inch centors around the remainder of the main reinforcement. This spiral boos)inq shall be WS cold drawn wiry or D5 deformed wire. Prestressed Hollow Concrete Piling Section 6-05. 3 (5) of the stanlari specifications is supplemented witn the following new section: 6-05. 3( 5) C De•erminait3n of Bairing CaDaciti=s Bearinq capacities of prestressed hollow concrete piling shall be (leterminad by the formulas under section 6-05. 3 (2) F. Payment The first sentence of the second paragraph of Section 6-05. 5 of the standard specifications is revised to read: Test piles will be paid for at the unit contract price per each for "Furnishing and Drivinq (kind) Test Pile", which price shall be full eoap�-nsation for furnishing and drivinq test Piles, and furnishinq and instillinq i Pilb ti; :der, pile tips are specifiad for the permanent piles, to the bearinq capacity or r:enatratior. required by the Rr.gineer and for Pullinq the piles or cuttinq them Off , as required, and for ramovinq them from +he site or for dalivery to the state for salvage when ordered by the Engineer. a��i�iTL4Li h_14a_�9N�jt�'TP BAPRIER 1L��F9$SY_Ius_?2�hL Precast. Concrete Barri?:s The first sentence of the third paragraph of section 6- 10. 3(1) of thl standard specifications is revisEd to read : Concrete barriers shall be precast in sections in accordance with the standard plan and shall by new and unused. Temporary Conc r- +- Barrier Section 6- 10. 3 (5) of the standard specifications is ravised to read: Temporary concrete harriar shall consist of vracas- concrete barrier conformir,q to the details and dimensions shown on the standard plan and may be new or usad. If used barrier sections are provided, they shall be in good condition, free of cracks, Chips, spells, dirt, and traffic marks. Ar.v barrier section _ daaaaed durinq or after installation shall bo immediately r=placed with an undamaged section or repaired to the satisfaction of the Engineeer at r.he Contractor 's expense. Yhern use of the barrier is no longer required, it shall be removed from the Droiact and will CITY Of RENTON YELLS A /E. BRID;E REPLACEMENT 86Y002 20 remain the property of the Contractor. When the barrier sections arg furnished by tha State, they will remaic ti,- property of the State and the Contractor shall deliver the sactiota to a location deSignat�d by the Engineer. All temporary coscrat9 barrier shall be identified as TEMPORARY with a visible painted stencil mark or a stamp on rach .section. Temporary conereta barrier may ha fabricated in lanuths other than those shown on tha standard plan and may have permanent lifting holes (4 inch maximum diameter) or lifting loops. NHOLES, GRATE INLETS, DROP INLETS. AN^ CATCH BASINS D�TS,Q_.�S_19861 Pave?nt Items 1, 2, and 3 in the first oaragraph of section 7-05. 5 of the standard specifications are revised as follows: 1 . "Manhole 0nder 12 Feet ___ Inch Dias. Tvpe ", per each. 2. "Manhole 12 Feet to 20 Fee! Inch Di ___ each. _an. Type "' par 3. "Manhole Over 20 Feet ___ Inch Dias. Type ", per each. ST�TI4r_Z:IIc_$jQYi INSTALLATION FOR WATER MAINS IQSS1021-1 Yi-_1ML Chlorine-Bearinq Comounds in Watar The second ser,tenca of section, 7- 11. 3( 121 F of th3 standard specifications is revised to read: The dry powder shall first be mixed as a paste ar.d then thinned to a 1 percent chlorin= solution by adding water to give a total „ quantity of 7. 5 gallons of water oar pound of dry ncwder. .jZg,TI4N_ZL,-bjPh A N TS 1JARRALY_IIA-12Q4.1 Resetting Fxistinq Hydrants The first sanrince of section 7- 14.5 (02) of the standard soecifications is rpvisad - o read: The unit contract nrice per each for "Resett.inq Existing Hydrant" shall be full compensation for all labor, material, and equipment necessary or ir.cidantal to the resetting of axistinq hydrant3, includicq shackling, naintini, anal rwcacnactinq to the main. Moving Existing Hydrants The first sentence of section 7-14.5 (.3) of the standard specifications is revised to read: CITY OF R6NTON WELLS AVE. BRIDGE REPLACEMENT 86WO02 21 Tha unit contract Price par each for "Hovinq Existing hydrant" shall be full compensation for all labor, material, and equipment necessary or incidental to the Movinq of existirq hydrants including new t43, shackling, painting, and reconnecting to the Main. H►drant Extensions, Vertical Section 7- 14.5 (05) of the standard specifications is revised to raid: The ur.it contract price p?r Ilraar foot for "Hydrant Extxnsion, Vertical" shall ba full COBP-nsation for all labor, Matgrisl, ind equipment necassary of incidental to the cost of sxtendinq hydrants vertically. U&119 —7-15, 21LYiCE CONNECTIONS .WARA9LL11 19f41 Payment Ssction 7-15.5 of that standard Suecifica*ions is revised to r43d: The unit contract Price De: aach for "Service Connection . In. Dian. " shall th> full compensation for all labor, material, and aquipment nacessary or incidental to the installation of the service connection in cludinq but not limited to exca va ti aq, t appinq main, la yinq a nd iointinq the pipe and fittings, backfillin.; testing, flushing, and disinfection of tbg service con n act ions. TI41(�:Q�a_RQADSIDE PLANTING 1A9Q9gs_�a_ 19�,`L Plant Estahlishmer.t Tha first paragraph of section H-02. 3( 12) of the standard specifications is revisal to read: Plant establishment shall consist of caring for all Plants plaTI:ad on the proiert and carinq for the planted areas within the rroiect limits. The provisions of section 1-07. 11 do not appiv to this section. The first sect, nce of the third paragraph of section B-02. 3 (12) of the standard specifications is revised to read: Durinq the first y-ar plant estfblishoert pjriod, it shall be the Contractor's r-sponsibility to ensure the rasumptior, and continued growth of th? transplanted material. ' CITY OF RENTON VELLS AVE. BRIDrE REPLRCF.HENT 86NO02 22 Section 8-02. 3 (121 of tt,e standard specifications is supolrmante4 with the follovinq: Durinq the s-cond vaar plant establishment peril)d, the Contractor shall. Perform work as deseribad above on a force account basis, at the direction of tb-I Enginaar. AST IC TRAFFIC BUTTONS 112rLI_§L_13 R Construction Requirement3 Section 8-08. 3 of the standard specifications is revis-d to read: The plastic tratfic buttons snall be attached to the pavement by Dlacinq a tack coat of hot Pavina asphalt or button adhesive or, the pavement and firmly Pressinq the Plastic traffic button on to i t. Measurement Section 8-08.4 of the standard specifications is revised to read: Measurement for plastic traffic buttons w� ll be by the unit for Bach plastic traffic button furnished and installed. Payment Section 9-08.5 of the standard specifications is revised to read: Payment will be mad? under: 1. "Plastic Traffic Button Tvpe ", oa= each. The unit contract Prica per Pach for "Plas- ic Traffic Button Tvpa _ " shall be full compensation for furnishiru and installing th=_ Plastic buttons as specified. 5.jQ jQN_8-j0, 11;jUMINATION. TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL JAZAn Erx_31.-19a§ Conduit Item No. 1 of the alaventh paragraph of section. 9-20. 3(5) of the standard specifications is revised to read : 1. All roadbed crossings. Mea sure aPat The third and fourth Daragraphe of section 8-20. 4 of the standard specifications arP deleted. CITY OF RENTON YELLS AVE. RRIDGF. PEPLArEMENT 86Yo02 23 Payment Section 8-20. 5 of thn standard specificatiots is suppleaented with the following: All costs for installinq conduit containinq both siqnal and illumination wiring shall be included in the contract prices for tho signal system. All posts for installing iunction boxes containing both illumination and signal wirinq shall be included in the contract prices for the signal systee. 21MQN 8-", PAVEMENT MARKING MAL9.h.-J.136 Description Th? second piriq.-aph of section 8-22. 1 of the star.dard specifications is revised by adding the following to the list of pivament markings : 91-OP—IdDa 5.12iP<- A M OKEN WHITE iine. 8 inchss wide, used to delia4ate a lane that ends at an off ramp. The broken or "skip" pattern shall be based on a 15-foot unit coasistiaq of a 3-foot line and a 12-foot gaD. Measurement The first sentence of the first paragraph of section 8-22.4 of t.we standard specifications is revised to read: Skip center stripe, skip center stripe with no-pass strips, double yellow center stripe, edge strips , lane stripe , dr:,v lab? stripe, double nn-pass stripe, reversible lane stripe, and two-way left turn stripe will he measur>d by the linear foot as "Paint Stripe" or "Plastic strip-so. Sc �9-02./tjTOMI�OUS MATERIALS i=11_ 9s _Rul Rapid Curinq (RC) Liquid Asphalt section 9-02. 1 ( 3) cf the standard specifications is revised as follows: Under the cclumn labeled "RC-2500, the volume percent of total distillate To 437 F is revised to 35. Under the column laheled "RC-800", the volume percent of total distillat- To 437 F is revised to 15 , ' Anti-St.rippinq Additive Section 9-02.4 of the standard specifications is revised to read: When directed by the 8ngir.eer, asphalt material shall be treated with an approved heat-stable anti-strippinq additive. The anti- stvipninq tdditiva shall bd added to the asphalt at the point of MITT OF RENTON WELLS AVE. RhIDGE REPLACEMENT 86VO02 24 shipment and shall be at the percentage lasigcate9 by the Enainder, not to exceed One percent by weight of the asphalt. Tha anti-strivDirq additive shall to approved by the Materials Laboratory prior to use. Once designated for use or, a specific .project, the brand, grade or percentage of anti-S-riDninq additive shall not be chttggd without approval of the Engineer. EGA TES Jhuil-22<-RAR Dvieterious Substances Section ; 0-4 . 1 (2) A of the standard specifications is revised to r?a.9: The amount. of df:lateriaus substances in the washe9 aggreqate shall not exceed the follOwinq values: ( 1) Particles of specific gravity less thar, 1.95 .. . 1. 0 Percent by weight. (2) Organic matter , by colorimetric test , shall not be darker than the refarenca standard color A:,TN Dasianation C 40 unless ether tests Prova a darker color :o be harmless. Grading The la3t paragraph of section 9-03. 1(2) e of the Standard soacificatior.s is rev. sad to read: Fine aggragate Class 2 shall meet the r3quirem,?nts of AASHTO M6 Section 6, Grading, and Section 7, Uniformity of cradinq. In addition to +.he gradinq requirements listed in AASHTO M6 Sactior. 6, fine agoragate Class 2 shall moat the followinq requiLamantS: Percent passing U.S. No. 200 siave.. . 0 - 2.5 by v?ight Us* of Substandard Gradinqs The second paragraph of section 9-03. 1 (2) C :,f the standard specifications is ravis3d to read: Passinq U.S. NO. 9 95% Passing 7.S. NO. 16 BOi Passinq U. S. No. 10 60% Passinq U.S. No. 50 20% Passim U.S. No. 200 02. 5% All oeregr.:a-=> by +eight CITY OF BENTON YELLS AVE.. BRIDG7 REPLACEMENT B6Y002 25 Gradinq and Quali- y The table in section 9- 03.4 (2) of the standard specifications is revised +o read: Crushe7 COv ?r Cruahed Scre6ninq S-one Passira Pa Ssinq Sitye 3/q^ Square 100 100 10o --- 5/8^ Sauire - 100 95- 100 95-100 100 1/1^ Square --- --- --- 95-100 100 -� 3/8^ Square --- --- - 90-1G0 100 1/4^ square 30-50 0-10 30-50 0-15 50-75 90-100 O.S. No. 10 --- 0-3 0-10 0- 3 0- 10 30-6U O.S. No. 200 0-7. 5 0-1 .0 0-1 .0 0-1. 0 0-1. 0 0-10.0 % Practure , by weight min. 75 75 75 75 75 75 Sand Equivalent Min. 40 --- -- Stitic Strippinq -- Test Pass P;1S3 Pass Piss Pass Pass Graval Borrow The last paragtaDh of section 9- 03. 14 of the standard sPecl- icatior,ti is revises to read : • If requested by the Contractor, the screen size may be increas9d by mouroval of *h4 Rnginser if it is determined tt,at larger size ;ggrgqat,4 will be satisfactory for the specified backfillinq or embankment construction. NAGE STRUCTURES. C7LYERTS AND CONDUITS lk-tehar_MA-1-y Mi Zinc Coated (Galvinized) or Aluminum Coated (Aluminized) CorruaatQd Iran or Sta+l Drain Pips The last sentenca in section. 9-05.1 (2) of the standard specifications is revised to read: Melded SO" aluminum coated (alueanized) corrugatud iron or steel draiG oip2 with metallized cOatinq applied iDsi3o and Out followinq weldina is acceptania. CITY OF RENTON YELLS AYE. BhIDGE REPLACEMENT 86Y002 2y S Zinc Coated (Galvaniz-d) or Aluminum Coated (Aluminized) Corruqa tad Iron or Steel gnderdrain Pipe Th3 last santance of the first paragraph of sactior. 9-05. 2(4) of the standard specifications is revised to read : Melded seam aluminum coated (aluminized) corrugat-d ircn or steel underdrain pipe with metallized coating applied inside and out followir.a weldinq is acceptable. Steel Culvert Pipe and Pipe Arch The last sentence in section 9-05. 4 of the standard specif'cations is revised to read: Walded seam aluminum coated (aluminized) corrugated steel Pipe and Pine arch with metallized coatina applied inside and out following weldinq is acceptable. Reinforced COnCr4t9 Storm Sewer Pipo The second sentence :)f the firs Darigraph of section v 05. 7 (2) A of tha standard specifications is revised to read: Section 7. 3. 1 of AASHTO Desiqnatior. !1 170 shill be amended to require that both bill^ and spigots shall be reinforced in pipe 30 inches ir. diameter and neater. Steel Storm Sever Pipe Section 9-05. 10 pf the standard sPecifications is revised to read: Steel storm sawer Pi Pe shall conform to the requirements of section 9-05. 4 for steel culvert pipe and shall be aithitr helically corrugated lock seam or helically corrugated continuous welded steel DiPa. Helically corrugatad lock seam steel pipa shall require Drotactive Treatment 5. Welded seam aluminum coated (aluminized) steel Dip= shall r>quir3 metallized aluminum cog«ir inside and out following weldinq. e Metal Prime and Grate for Catch Basins or .lets The haadinq for section 9-05. 151?1 is ravisgd to read: Metal Frame, Grat-, and Solid Metal Cover for Catch Basin„ cr Inlets The first ryntence of the second paragraph of section 9-05. 15(2) of the stADdar3 specifications is revisal to read: Castings for grat.as and solid m-1tal covers for catch basins and inlats shill I:3 cast steel or ductile iron as sDocified in section 9-06.8 Or 9-06. 14 if the standard specifications and as Shorn is the standard t,lans. CITY OF RENTON VvLLS AVE. BRIDGE REPLACFMENT 86WO02 27 $Ir�CTSQ�Q��a_3�T@�CTgRAL STEEL ANi, RELATED MATERIALS High Strenqth Bolts The last sentence in the fourth paragraph of section 9-06. 5(3) of the standard specifications is revised to read: Tests 9hn11 be aide in accordance vith the applicable ASTM `raquiraa ant.s. Shear Connectors Sa-.tion 9-06. 15 04 the standard specifications is revis. to road: Manufacture and inspection of studs for shear connectors snall conform to the rPgvireaents of Division II, Articles 10. 3 and 10. 19 of tha current AASHTO Standard Bridges. Specif.lcxtions for Nighvav F.lastoeeric Baarinq Pada Th? first sentence of the first Paragraoh of sactlon 9-06. 21 of the stanlard soecifications is revised to read: Elastomeric bearinq pads shall conform Lo the Physical Property requiremer,t.s of th.- currant AASHTO Standard Snacifications for Highva♦ Bridges, Division II, Section 25. Bolts and Bolted Connections Section 9-06.23 of the standarr. specifications is dal?ted. a`t1M.Q.L-9=Sl7a_REINPORcING STEEL Deformed Steel Ba-; Section 9-07. 1 is snpplamente(i by the follovinq: Deformed steel hits are referred to in th9 plans +nd qn"'fications by numbers: for 2 ample, 03, 04. v5, etc. Plain Steel Bars S4cti Ph 9-07.2 of the standard specifications is revised to read: V ',.er' pleia steal bars are specified, they shall conform to :he chemical and physical Properties of ASTM A 615 , Grada 6), unless soacifically noted otAarvise. plain steel bars arg indicated in the plans and specifications Ly fractions of an inch: for exaapla, 3/ev 0, 1/2" 0, S/R^ p, etc. Spiral Ties Section 4-07.2 (.3) of the standard specifications is =lstad. CITT OF RENTON WELLS AVE. BRIDGE HEPLACEAENT 86N 002 28 Wire Mesh Se!:tio^ 9-07.4 of the standard specifications is revised to read: Wire mesh for concrete reinforcement shall conform to the roquirementy of the Standard specifications for Welded Steel WirS Fabric for Concrete Reinforcement, ASTM Desiq-ration A 185 or the Standard Specifications for Welded Deformed Steel Wire Fabric for Concrete Reinforcement, ASTM L'�sign;tion A 497. All wiry mesh shall be of an approved kind and quality of manufacturEr. Cold Drawn Wires Section 9- 07.5 of the standard specifications is suonlamented by the fol to wi nq: Cold drawn wire +s notes in the plans and specifications by th= letter W followed by a number indicatinq the cross-sectional area of the wire in hundredths of a square inch ; for - xamDla, W2, W4, W5 , atc. Deformed vi re New section 9-07.7 is aided to the standard specifications as follows: Deformed wire shall aouforc to the raquiraments of ASTM Designation A 496, Daformad Steel Wire for Concrz_e Reinforcement. Deformed wire is Lot Ai in the plans and specifications by tLe letter D, followed by a number i:.dicatinq the cross-sectional ar-a of the wire in hundredths of a square inch; for exagnl9. D20, U31 , etc. $$9Tj9j{_2_14i_RQADSIDE SEEDING AND ROADSIDE PLANTING 1D�i�h_ tQ�_�9e¢L Dui li ty Tha first and second Daragrjph of section 9-14. 7t11 of the standard SPacifications is rcviszd to read: All plant material furnished shall m,3et th= grad=s e;;tablished by the American Standard for Nursery Stock and shall conform to the size and acceptable conditions as listed in the contract and shall be free of all foreign plant material. ,���,j•tQp_9_,�Qi_PLASTIC TRAFFIC BUTTONS S6&Lil_�a_1991`L Section 9-20 of the standard specifications is rsvi7e1 fo read : 9-20. 1 D3scriplior, Plastic traffic buttons shall ba yellow or white in color to corresoond to the delineation lin., color. That' shall be composed of theruosettinq resins, pigmeDts, and clean, fine acavel and whits sand, and shall he of uniform composition throughout. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86W002 29 9-20.2 Physical Properties The exposed surface shall bz free of irreqularities such as chips, cracks, and mold marks interferrinq Witt! aonearance or avnlication. The molding process shall be such that coarse aggr% ate particles on the curved surface are ccvared by not less than 1/1n inch of uigvented material. 9-20. 2( 1) Tyne A and B Plastic traffic buttons Type A and B shall a4et * hr follovin(i req uirem,nts: Impact Resistance . . . . . . . . . . 15 inch- lbs. , min. Titanium Dioxid . . . . . . . . . . 21% (bv wt.) , min . Resin Content . . . . . . . . . . . . 20% (hv wt. ) , min. Reflectar.c> . . . . . . . . . . . 60% sin. Flexural Strstgth . . . . . . . . . . 1 ,500 lbs. min. Concavity of base . . . . . . . . . . 1/4 inch, max. Convexi:v of bass . . . 1/4 inch , aax. Weight of: Type A . . . . . . . . . . 4. 0 lbs. , aax. TvDe B . . . . . . . . 9. 0 lbs. , max. Dimensions. . . . . . . . . . As shorn on Standard Plar. H-41. Reflectance will be measured wi-.n a photovolt Reflectance Meter or its equivalent by comparing to a 78 percent standard. Flexural strength will he measured by placing the button base down on two 3/4 incl, round supports on 5 inch centers and loading vertically at the center of the curved surface by means of a flat vla ta. 9-20.2 (1) Tv pa C Plastic traffic buttons ' , ? shall aeg�t the following requirea ants : Impact Resis:ance . . . . . . . . . . 15 inch-lbs. , min . Titanium Dioxide. . . . . . . . . . . 21X (by wt, ) , mirk. Resin Cont,rnt . . . . . . . . . . . . 20% (by wt.) , min. Reflectance BU% min. Concavi v 6 Convexity:•Transver::a 1/16 inch, max. Longitud ❑al 1/6 inch , max. weight. . . . . . . . . . . . 750 grams, min. Dimensions. . . . . . . . . . A:: shorn on Standard Plan H-4a. Reflectance will be measured with a photovolt Reflectance Meter or its equivalent by comparing to a 78 percent standard. The ends of Tvpe C buttons shall he beveled from the top of the 1 /4-inch shoulder height edge at a slope of 1: 1. CITY OF RESTON SELLS AVE. PRIDGF REPI.ACEMEwT 86w002 30 5FQTjQ"_ja&_SIGNING MATERIALS ANC FABRICATION .fUZ-2�kA_19$21 Aluminum Structures Section 9- 28. 15131 of the standard specifications is revised to read: Yeldinq of aluminum shall be in accordance with section 1.5.5 of the standard Specifications for Structural Supports for Niahway Sigr.s, Luminaires and Traffic Siqnals, AASHTO 1975. The Filler Alloy shall be 4043, 5356, or 5556 for Weldiuq Base Metals 6061 or 6063 to 6061 . 6063 . 356 , or A356. Filler Alloy for Yeldinq :!Asa Metal 5086 shall be 5356 or 5556. CITY OF RPYT04 YELLS AVE. BRIDGE REPLACEMENT 86 Y00 2 31 SPECIAL PROVISIONS The followinq ,special provisions supers9da any conflictinq provisions of the 1984 Standard Specifications for Road, Bridqa, and Municipal Construction adopted in June , 1944 , and tha forhgoinq amandmepts to the slandard Sp2C1FICdt10RS and are made a part of this contract. SPECIFICATIONS AND SITE OF WORK 1PQY$�4sI._2y19Q11 In accordance with saction 1-02. 4 of the standard specifications, the soils information used for study and design of this proiaet is available for review by the contractor at the following address(es) : Washington D9partment of Tra:isportation 1295 N .W. hall Issaquah, Washington 99027 Attention: Mr. Bill Carter, Proiact Engineer Telephon— 455-7134 City of He, 200 Mill Avenua South Renton, Washington 98055 Attention : Mr. ROhe[t Bergstrom, Engineering Supe_viscr Telephone: 235-2631 P�YE_9P_4Pli�lL+�_.@IQ� .I�$PS$l�:I_ 1Ta_1984L Sealed bids will be received at one of the follovinq locations before the specified time: 1• Ab_229t-4L §hi a(i i2 f1_2!Hhgalil-2iQQ ILIA_2f_fge_bjj_4P3P1P4_iiS4• Notification by the Post Offica will be considered as actual receipt of the bid by the Department of Transportation. 2 . 3L1s3PS__4i__'$IjS3P2rtjt �la_IL4mH aGSl4D1_F444a l4fi$tiia_8n__h._l1L; L_f144 _2i__I14-_TF$!e$PQLi$Sj4D__k3; .4 R9. Olympia, Washington , until 10:00 A.M. of the bid opening date. Bids delivered in perso:, will be received only in the Bid Room. The bid openirq data for this protect shall he Wj Ape day, The bids will be publicly opened and read aft3r 10:00 A.M. on this date. D$AQftlPTI4P_9P_W9i+K -U nikuy.A`3a-11aRl This contract provides for the improvement of *+m 0. 215 rile of walls Avenue in the city of Penton, King County, Walls Ava. Bridge Replacement, by r�movinq the existing sta)I bridge and wall structures, grading, drai.rinq , surf acinI , Pavinq with asphalt CITY OF R£NTON WELLS AYE. BRIO,E RFPLACEMENT 86VO02 3: corcrete, constructirq a concreta box tirder bridge with cast-in-Place concrete Piles and metal railinq, constructing gabions, retaining walls, sidewalk, curb and cutter, irstallinq illumination, landscaping , Pavement ma=king, *** and other work, all in accordincs with the attached nlins, these special provisions, and the standard specifications. CON,11UHT10_Q F_111 D S 1sZlpit�:_3._14�11 Bidders are notified that all bids are likely to bt raiected if tha lowest responsiv- bid racsivad axc9eds the Engineer's ?stimat.a by An unreasonable amount. In tha ,vent all bids ire rejected for this reason, this project miv be deferred for readvertisinq for bids until a more comn?titivy- sitgitioi 3xists. Qgxg&_CON$�tRCTS_Q� OTHER WORK IN4Y�l�5'r_�a_1981L Referring to the second Parigraph of section 1 -05. 14 of tha standard specifications, it is anticipated that the following work adiacent to or within the limits of this proiecr will be performed by others during tha life of this nroiact : 1 . Adiustm�nt of slartrical service And distribution faciliti4s of Puget Sound Pawar and Light Company. 2. Adjustment of TV cable iunctior. bores. �ggglc�N_YAgr_g1�TF.RIAL 1DrriL?rt._19guL The provisions of section 1-06.5 of th3 standard sperifications shall apply in all respects except for the bid '*tams permanently incorporated into tha Proiect comprised of rr containing steel construction 2at3_ial. For this project, the , eel construction material that is permanently incorporat=d into the project and contained in these itoms shall consist of American.-made material only. American-made material is defined As ma-ariAl hdvina all manufacturing processes occur in the 4nitad states. The Contractor may ut.Llize minor amounts of foreign steel in this protect provided the cost of thc- fpreigL material usad does not exce-3d o%a-t=nth of one Percent of the total contract cost or $2500.00, whichever is greatar. A cartification of 'fat?rials origin on the form provided by the Rngir.aer will be required attestinq to compliance with this Provision prior to incornoratir.q ar.y materials into the project. PREVENTION OF ENVIRONMENTAL POLLOTION A4D PRESERVATION OF P7BLIC J!,jT_4$11!_29SQQ2QES 1Qu93-114-12eal In addition to tba requiraments of section 1- 07. 1 of the itindard specificitiors, the Contractor shall comply with the following CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 96WO02 33 environmental provisions which are made a part of the contract documents. A copy of the environmertal provisi3r.s is available to thv Contractor at the Proiact Engineer's office. If the Contractor' s ovarations involve work outside the areas covered by the followinq *nvironmental provisions he shall edvisa the Engire,.r and request a list of any additional environmental provisions coverinq the area involved. A copv of any aaditioual envircnm>ntal provisions is also availahle to thg Contractor it the Project Enq:neer's offlca. RequlatiOn I Puq?t sound Air Pollution Ccntrol Aq�ncy Regulation II Puget Sound Air Pollution Control Aq;�ncv Article 1n - Pgmoval a^d Encapsulation of AsbHstos Caterial. Kinq Cour,ty Solid Waste Coda - Chapter 10.Ou et al . Kinq County Noise Code Noise Control Kinq COutty r,radir,q Code - Chapter 16.82 City of Banton Ordinance !in. 2788 An amendment -o the City of Renton Fire Fravantion Coda requlatinq outd»r firas and requirinq permits. City of. Renton Ordinance No. 1628 - Chapter 6 Protection of water suoply for City of Renton. City of Renton Chapter 11 Noi sa Control. City of Fenton Ordinanc; No. 1628 - Chapter 29 Banton Storm and Surface Watar Drainaga Grdiaan,.e. An ordinance for the Dresarvation of tjp Citv's rater courses. Permits r4quir:'1 for activities affactinq storm and eurfaca water irainagg. City of Fenton Ordinance No. 1628 - Chapter 23 RPntIn Mining. Excavation, iad Gradinq Ordinance. This ordina -e riquiat-s mizinq excavation and gradinq, promotes re,habilita' ion of disturbed areas, protects areas adjacent to disturbeR areas and promotes safa and systematic mirinq, excavation, alld gradinq activities within the City. City of Renton Ordinanca No. 1096 Amends Chaprar 23 of Ordinance 1626 and -elates to minir:q, excavation, and gradinq within thg City. City of Rattor. Ordinance d,3. 1628 - Chapter 70 An ordinance relating to axcavatzrO and gradinq on private Dton-rty. CITY OF RENTON WELLS AVE. BRIDGF 14EPLACEIENT 86W002 34 sTRTF_�AL�_TA�-- SN4YiE1Z3.I_�.a_198 11 The work on this contract is to be performai upon lands whose ownership obligates the Contractor to pay State sales tax. The provisions of s-ction 1-07. 2(1 ) of the standard sp,-cificati:)ns apply. A-ID ECOLOGY REGULATLONS 1�I9a3_14.a_19��1 In addition to It•z c�quireaents of section 1- 07.5 of the standard specifications, the Contractor shall comply with the following restrictions: �r9Si_DeF�EimFFS�_Q`._33pS_dDa_E3�1�2Iit.� The Department. of Transportation has obtained a hydraulic Proiect Approval for this oroiect and th- contractor shall comply with all Provisions of this approval. All contacts with -he Department of Fisheries or the Department of Game concerning this approval shall be through the Engineer. The provisions of thQ approval are is follows: rieDeral 1. Time Limitations: June 15, 1986 to August 15, 1986 except as note] in provision number 2. 2. All work involving the existinq bridq-�, construction of the new bridge abutments, placement of falsevork, and storm drain 0utfa11, sha11 comply vith tha June 15, 1966 to August 15, 1986 time limitations. Other work such as bridge dock construction shall be completed by Auqust 15, 1987. Few-oyipg_F.xi tjrq 5tructgrls 3. The removal of the existi.nv bridge shall be accomplished by cutting it into S9Ctions and rsmovirq P.ach section without allowing any h;idge parts to fal_ into the river. 0. The r±mova'_ of the existinq abutments, excavation for the new bridge abutments, and oourinq concrete for the raw ibutmants shall be completely separated from the river with the use of a sand big nerm, shaetpilinq enclosure, or similar mechanism. CoDstruccion 5. if dewaterir.q within the excavation area is required, all water pumped from the area shall be discharged at a locatior that will allow all sediments and other pollutants to he filtered out bafore the water enters any river, stream, or lake . 6. Th> filsF►ork pile bents shall be as close to the -a Yistinq bank line as vosoible. Thev shall not extend into the CITY of RENTON WELLS AVE. DRIDGE REPLACEMENT 86W002 35 r:var more than ten fret without separate approval from the W3stir.gton Dapartment of Fisheries. 7. Shear logs shall be secured to the upstream end of the falsework b4nt to prevent debris huild-up durinq flood staga3. R. The temporary berm and falSework shall 3 designed to dnsura paFsage of a 100-roar flood sv:?nt. 9. The r.ew brilge abutsents and storm drainaq outfall shell he armorei a; necessary to Drevant scour or erosion. 10. Placem?nt Of armor material shall not aDDraciably reduco the axistirq cross- s'ction of the river at this location. 11. All forms for c0nctete pours shell bi competaly sealad to prevent anv concrata from enteri Rq state avatars . 12. Extreme care shall, b- takan duriL9 concrete Dourir.q Operations to ensure that absolutely nc concrete Droducts enter State waters. 13. All tonergta sr.ructuras shall to given sufficient cure ani shall h9 oompletely sc nibbel down before thev are axposed to St3t'? waters. 14. All water that corms in contact with fresh concrete or contains concrete Proiucts shall be pumpe3 from the site to an area where it shaU to filter-d clean prior to straam =ntrv. This Hvdraulir Proiect approval is not a permit for worx in ■ateri3l s)urc?s Or disposal si•es not provided in the contract . 1. wat9r quality standards have baen estanlished tar all surface waters 7' the s�ata. For hridga or oth r cor'::truction with relate _�hert-term ac*ivities such as workinq dir;ctly in the stream, P7urinq concrete, or other similar activities which t?spora.-i1v reluco th, avatar quality, the Contractor must obtaic approval of his ProposAd ser.hed of operation _rom tha Washington Stita Departrent of Ecologv. The contractor shall furnish rooi?s of such permits and arpruvals to the Enginaer prior to hegir.,iinq anv wOrx so affected. F41�3�.illlTS EzeeDt for the 1011 :imit r.astrictions snecifiad in saction 1-07.7 of tha standard specifications, and as outlined below , the Contractor may operate vehicles which excaed the legal qross weight limitations CITY OF RENTON WELLS AVE. BRIDGE FrPLAZEMENT 86 w00 2 36 without soacial permits 7r navment of additional f:es nrovidad such vehicles are employed ir. the construction and within tte limits of this proiect. Subparagraph 1 of th= sacond pataIraph of section 1-07.7 of the standard soecifications is deleted for this proiect. Tb.a contractor shall aot op-Irate v3hiclas which excead the maximum qross weight provided by law within the f nil owina areas :)f this proiect: 1 . Paved surfaces raceivinq only asphalt overlay. 2. The n?w Cedar Rivas overcrossir.q. 3 . -he -xistinq Cedar River overcrossinq, as post -d. �A�Eff-------------- iPQgme".01_12AA I The Federal waq" rat,-s inr.orporated in this contract have b3an established by the Secr?tare of Labor under United States Davartment of Labor Dacisior. No. wAR5-5039. CE��;gj�ATjQN_0�_NONSEG EGA TED FACILITIFS The Cortractor is advised that by signatur? ci the bid for this proiect he is dsem�0 to have signed and aqread to the, provisions of. 'h% "Corti ficatior. of Ninsegregate9 Facilities" whici, is included aad made a part of this bid proposal. Subcontracts and materials suonly agreements which :xca-d R10, OnO also require certification of nonsegragated faciliti'As as s_t forth in the proposal for this pr?1?et . Section 1-08. 1 of the standard specifications is suoplementell to require that all raquests for permission to suhl>t, assign, or otherwise dispose cf ar.v portion of this contract shall be accamoanied by evidence of this certification by subcontractors and materials suppliers in compliance With the rrovisions of the Euual Opportunity clause. EQ9I&L_Ej1P1_QU1ENT UPPORTUNITY RESPONSIBILITIES 1niRY-llj-12e51 In addition to the tequiramaLts of saction 1- 07.11 ^c the standard specifications the Contractor shall comply with the .ollowinq: CITY OF FENTON WELLS Avg. BRIDGE REPLACEMENT 86WO02 37 SggylLgm?„�_Y4._,=LACIa��Ya_b�I13➢-'sn_ELS9zx_B94a1_EIIP:47tln4s QPPSF���S.Y_.SY�ig�4SlYg_91�er_1���L , 1 . The contrarte)r's attention is called t3 the Equal Opportunity Clausa and th,4 Standard Faderal Equal Emplovmont Opportunity Conntrur_tcon Cnntraet SD3CifiCBti0ns set forth hsraia. 2. The goals and !im-Stables for miaority and female participation, zDrgssad in percentage terms for _hA Contractor' s aggregate Work force in -ach construction raft and in 3ach trade or, a: l construction Work in tho covarpi area, are as follows: K4m_7� Sig�erj_ie TimetaDle Gr:l 7ntil further nutice 6.9% St a_}stic��yyr�3 ( sAL Sookane, WA: SMSA Count Spokan, .. WA - ------------- 2.9 WA Sookane. Non-SMSA Counties -------------------------- 3.0 WA Adams; WA Asotin; WA Columbia; WA k'errv; WA Garfla13; eA Lincoln, WA Pand 0r4i11e; WA Stevens ; WF Whitman. Pichlanl, WA: SMSA Counties: Richland Kaanevick, WA -------------- -- 5•4 WA Banton„ WA Franklin, Nor.-SMSA Countias -------------------------- 3.6 WA Walla Walla. Yakima. WA: SMSA C)Untie5: Yakima, WA ----------------------------- 9.7 WA Yakima. Non-SMSA t ' s ------------------'—_.___ 7. 2 . pun iF WA Chelan ; WA Douglas; 4A Grant; WA Kittitas: WA Okanogan. CITY OF RE4TON WELLS AVE. BRIDGE REPLACEMENT 86WO02 38 5�3ttla, WA: SMSA Countiss: 5a9Lttle F.veratt , WA -------------------- 7. 2 WA Kinq: WA Snohomisn. Tacoma, WA ----------------------------- 6.2 WA Pierco. NOL-SMSA Coun• ies --------------------------- 6. 1 WA Cldllam; WA Grays harbor ; WA Island. WA Jefferson; :iA Ki-sap; WA Lewis; WA Mas or. : WA Pacifio ; WA sac Juan ; WA Skagit : WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR-WA 4. 5 WA Clark. Hon-SMSA Counti=s ------- -------- 3. 9 WA Ccwiit2: WA Klickitat: WA Skamania: WA Wahkiakun. These goals ari aoPlicable to each nonexamrt Ccntractor-s t. Otal Onsite construction workforce , regardless of whet,-.r or not Part of -;gat workforce is Performinq work on a F eral, federally assis-ed or nOLfedarally related trOl?ct , contract or subcontracr until further notice. The Contractor* s cOmPliatce with th> Executive ULd3r and the raqula*iius in 41 CFR Part 60-4 shill h= nased on its imPlemantati n of the E�, ,al Oppo.tunity clause, specific affirmative ictcor. abligatie. s required by the specifications spt forth iL 41 CPA 60-4. 1 (a1 , and its =ffor s to meet th- goals. The nouns cf minority and female employment and training must by substantially uniform throughout the langth of the contract, i.n each cons-ructior. craft and iL each trade, and tho Contractor shell make 3 good faith effort to employ minoritiss and women evenly o: each of its protects. the transf3L of m!r.ority or female emPIDVe>s Or train?es from Contractor to C7ntractor or trom pro Vc t to proiect for the so_e purpose of meeting the Co(•.trdctorvs goai shall be a viOlatior of the contract, the Exec etiv? orleL and t",3 ra4u1ations in 41 CFR Past 60-4. Comolidnc- with the goals will be maa5ured against the total work hours performed. 3. Tho Contractor shall provide writteL notification to the Encinesr within 10 vorkinq days of award of 'Any construction subcontract in excess of $10,000 at any tier for construction work ur.d=L the :rntrdct resu2ti7.q from this solicitatiob. The notiticati L shall list the name , address and telaphonn numb=r Of the subcontractor: employer identification Lumber of the subcontractor; estimated dollar amount of 0he subcontract. ; -�Stimated starting and completion dates of -he subcontract; CITY (SF RENTON WELLS AVE. BNIDGE REPLACEMENT 86V 012 39 and the geoarinhical area in which the contract is to be p4rforme1. 4. As USed in tnis Notice , and in the contract resulting from this solicitation, the Covar?d Area is as designated hernia. S,i39a3L�_Eel_=3�_$5+�31_ 4P14Y�SBS_4PP4SiS�lll?Y_�4I1>SLS1��1Q0 �ontr��s_�P_43f1��:1<srs_1�Y'-SuSi�z_sras�l�u�l 1 , As used ir. thzse speci ications: 3. Covered Ar,' moans the RPOgranhical area described in the solicitatior. from which this contract resulted: b. Director meaus Director. OfficL of aadsral Contract Comp'_iance Pccqrams, United states Department of Labor, or anv P-rson to whom the Director delegates authority: C. EmplOvar Identification Number m,�ans the F,'Ieral social Security numher used on thN Emolovet 's quarterly Federal Tax R -turn . 0. S. Trwasury Department Form 941 ; d. Minority inclndas: (1) Black. it Parsor. having oriuir.s in ar.v of the 0lack Racial Groups of Africa . (2) iiicpaaic, a fiue:,t Spanish speaking, Spanish surnamsd vIrson of Mexican, Puerto Rican, Cuban, Central Amarican, South American, or other Spanisi, origin. (3) Asian or Pacifi , Islander, a person having origins in any of �h= original peoples of the Facific rim or th- Pacific Islands, the Hawaiiar. Islands and Samoa. (4) Am-ricar, Indian or Alaskan Native , a person having origins in any of the original peoples of North Ameri,;a, and who maintair. 7ultural identification through tribal affiliation or aosmuni'.v riccgnition. 2. whenever the Contractor, or any Subcontractor at anv tier . subcontrac•s a Portion of th-i work involvir.q any ccnstruction trade, it shall physically include in each subcontract in _ excess of R10,OOC thi provisions of these specifications and the Notre which contains the avolicibip goals fcr minority and female participation and .+hick i9 set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating ( pursuan• to 41 CPR 60-4 .5) in a Hometown Plan approved by the U. S. Department of Labor i the covsrgd area either individually or through an CITY OF RENTON WELLS AYE, BRIDGE REPLACEMENT 969002 u0 r ,ssociatiot it; stfirma-iva action obligations on all work In u e Plan area (including goals and timetahl,�s) shill bs .n acrordarce with that Plan for those trades which have unions par `i Civitinq in the Plan. Contractors must be able to demo?sttat2 their parti Cipamion in and compliance with the provisions of any such Hometown PIdr.. Each Contractor or .. Subcon'`ractor participating it an approved Plan is individ -ally raauired to comply wit , its obligations under the EEO clause, and to make a good faith effort to achieve :ach goal under the Pian in each trade in which it has amplovees. The overall good faith performance by other Cortractors or Subcontract;,rs toward a goal in an arcroved Plan does not excuse any (- ,vered Contract-rIs or Subcontractor's failure to take good Iaith effort to achieve the Plan goals anal timecabl=s. 4. The Contractor shall impl=mint the SDFC_ flc affirmat.ivi actlor standard:; provided in raragraphs 7a thro-igh p of these soecifications. , goals set forth in the solicitation from which this contra cesulted are axpressad as percentages of the total hours of >mvloyment and trainirg of minority and female utilization the Contractor should rra.q):,ably ba able to achieve in aarh construction trade in which it has employ»s in th- covared area. COVAred construction contractors performing canstruction crork in geographical areas where thdy do not have a Federal or f=9errlly assistad construction contract shall apply tho ml,�ority and f=male goals established for the geographical area wh�r� the work is belna performed. The Contractor is exP%cte'1 to make substantially uniform progress in meecirq its goals in each craft lurinu the ppricd specified. 5. Neithor the provisions of any collective bargaining agreament , nor the failure by a union with who• thF Contractor has a C011eCtiVe b>.^ggiLinq agreement, to rafar eith-r minariti? 3 or woman shill -xcuse th? Contractor's obligati )r.s under these soecifications, Executive Ord ,, iL246, cr �ha regulations promaigated pursuant thereto. 6 . In Order for th- nonworking trair.inq hours of apprentices and trainees to be countsd it meeting the goals, Ruch auprentic�a and trai, ::es must ba am0loved by the ccr.t:actor durirq th•� training Pariod, ani the Contractor must hav< madd a commitment to aaploy the apprentices anal tra' nems at the completion of their iraininq , sub+sct to thy: ivailibility of employment opportunities. Trainees must ba triined pursuant to training programs 4pDrgv� d by the U.S. Qeolrtm<nt Of Labor, 7. The Contractor shall take specific affirmative actions to ensure equal emplova.;nt opportunity. Tn� svaluaticL cf the Contractor' s compliance with these snacif.cations shall be CITY OF RENTON YELLS AVF. BhID.L REPLACEMENT 66w002 41 based upon itn, ffort to achieve maximum results from its action. The Contractor shall docum?r.t these mfforta fully, and shall 4mplament of firma*. 1v9 action st?ps At 1?ast as extersiva as the follovir.q: a. Ensur? in maintain a workinq environment tree of harassment, intimidation, and coercion at all sites, and in all faciliti?a at which the contractoz' s employers are assigned to work. lha Contractor, whey= possible, will assign t.wo or more women to each construction proiect. the Contractor shall specifically ansure that all foremen, s000rint3ndents, and ;,th3r on-site surarvisory nersor.n.l are avara of and carry Out the Contractor's )bligation to m aiLta i.n. -such a workiaq environment, with spac: fic attIntion to minority or female individuals working at such sites or in s,ich facilities. h. Establish and main*.a in a current list of minority and female recruitment sources, provide written r.ot.ificatior. •o minority and femalz recruitment sources and to community organizations when the Contractor or its unions have Pmplovm.?nt opportunities available, and maintain a re--or'! of the 3rganizataOns' raspons 's. C. maintain a current file of the names, addresses and t91ephon.a numbers of each minority and f?male off-th?- street applicant and minority or famdlft, referral from a union, a recruitment source or community organization and Of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral ar.d was not referred back to the Contractor by the union or, if referred , sot e.moloved by the Contractor, this shall ba documented ir the fila with the reason therefor, along with whatever additional actior ,; the Contractor may have taken. d. Provid= immediate written notification to the Director what, the union or unioas with which the Contractor has a cn 1�ctive bargaininq aqr?amen* has Lot referred to the Contractor a minority person or woman sent by the Contractor, '3r whan the Contractor has other information that the union referral Proc4as has impadsd the Contractor4s efforts to meet its obligations. 3. Develop on-the-job trainiaq ooportunity and/or participate in trairinq programs for the area which expressly inclul? ■inozities and women , includinq upgradiuq proqrars and appr�nticeahip and traine? Programs r?levant to the Contractor' s amvIovsent needs, ssnecially those nrograms funded or Approved by the U.S. VtPa-tment of Labor. The CITY OF RENTON WELLS AVE. RPIDCE REPLACEMENT 96W002 42 Contractor shall provide notice of these programs to the sources compiled under 7b above, f. Disseminate the Contractor's EEO policy by vroviiir.a notice of the policy to unions and training orograms and requestinq their cooperation in assisti:.G the Contractor in meeting its EEO obligations; by includinq it in any policy manual and collective hargair.i%q agreemett: by pgblicizinq it in the con u ny newspaper, annual report, etc. : by sn-acific review of the polity with all management parsonnel and with all minority and female employees at lust once a vear : and by posting the company EEO policy on bulletin bards accessibla to all amployees at each location where construction work is performad. q. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all amploveas havinq any responsibility for hirinq , assignsarr, lavoff, tsrmiration or other employment decisions includinq specify review of these items with on-site suofrvisory personnel such as Sup?rint.endenes. General rorem?n, etc., prior to tad initiation of construction work at any iob site. A written record shall be mady and maintained idettifyir.q the time and olace of these meetings, persons attending , subieet matter discussed, and disposition of the sgbiect matter. h. Disseminate the Contractor's E80 policy oxtsrnally by includinq it in any ddvertisinq in the news media, specifically includinq sinority and fesal- revs media, and Providinq written notification v) and discussing the Contractor' s EEO policy with other Contractors and Suhcontractors with whom the Contractor does or anticipates doing business, i. Direct its racr� sent efforts, both oral and written to minority, female and community organizations, to schools with minority ani female -students and to minority and famsl - recruitment and traininq organlzatiots servinq tl.� Contractor's r,arruitmant area and amployment naeds. Not latdr than one month prior to the data for the acceptarca of applications for aprrentieaSh-v or other traininq by any recruitment source, th-i Contractor stall send writt,=r. notification to orga niza tiotS PUCh AS the abovd, leScribirq t.ie openings, SC' �arinq i+roced�ur�.., and t)stS +o be used in the salecticr, wrocass. J. Encourage present minority and fema . - avpiovees -o recruit other minority r?rsons ani women Ili w❑=.re raa,nonab1?, provide after school, summer and vacatior. emrloyzant to CITY OF RENTON WELLS AVE. RRID;E REPLAZZENENT 86Y00 2 43 y- c: a Y m±verity and fomala youth both on the site and in ath3r areas of a rontractorts %Ork force. k. Validat4 all teat, and othmr selection requiramenta wh.ara the:= is an obligation tc do so under 41 CFh Part n0-3. 1. COndu^t, a• 1414st annually, in isva:tory and avaluetioa at least of Jill minority anal famals Personn:.l for rromotional opvortuniti3s and er.c Ouraq+ these. ?mploviSS t0 seek o; •O Prepare for, through appropriate training, etc., Sac❑ Op Port unit i?s. m. EnxurA that idtiority Practic3s. iOb Cl3sslficataons, York assigem:ats and oth:r p?rsonnal Practices, do not have a iiscr±minitory effect by cortir. ually monitorinq all Parsonnel and ampinvm4n- reldted ac- ivitieS t0 ?n6grq that th4 ECo 031.1cv and the Contractor 's obligations und.r thaw specifications az9 being carried out. n. Ensur? the• all faciliti3s apd company activities ara nonsagr?gat?i ?xc3pt that siparata or singls-user toilet and r.ecsssiry chi nginq faciliti?g shall ha Provided to assure privacy hatvee•] the sexes. o. DOCumPnr anA main•a ±a I record of all solicitations of offers for subcontracts from minority and female construction cor,tvictors and suppliers, includitq cirvrlit' on of solicitations tO minority and f?malw contractor associations and other business associations. D. Conduct a r?viAw, at laast annually, of all suparvisors, adhe.erce to and P3rform4rca uncle; the Co: tractor 's EEU Policies andaffirmitive action obligatiots. 9 . Contractora ?r> P, ,nconrage@ «o Part ir. ycluntary associations vhi^h assist in ful"illira one or more of *hair affirmative action obligation3 (7a thro-agh M . Tha affo_ts of a contractor association, Joint .ontrac-or-union, contraCtor- commur.` ty, or n•her similar group of which the Contractor is a meaber and partieinant, may h? as fulfillitq any ore or more of tho obligations Padar 71 through P of tL.es> spsc! "icdtior,S pr ovid dd 2hat Lhe COG tr of for actively Pd r tl C10l-A�; i9 the group, aak?S ev Jry effort to assure that the groun has a posi-lvw impact on thi emolovm,�nt of ainorities and wom-n in -he industry• �Ti ig L-) that the. CCLC Lf-? bonefits Of the program ar= r?flgctad ir, th? C')ntrac-ores minority end f?male work-forc-e narticipa-;on, makes a gocd fai*h -)_'tort to m=tt its `_ndividual goals and timetables, and car. pro vila accra3 to documantation which disonstrate th>_ effectivan?ss Or lctions tak3n 3-1 behalf of -ha Con-'actor. Th,4 obliga,isn to comply, howev4r, i3 the Ccntra^tor' s and CITY OF PENTON YELLS AVE. FRIDGE RFPLA-.CNENT 86 Y00 2 44 failure If such a vsaup to fulfil'_ an obligd ion shall not be a dofensa for the Ccntracter's noncompliance. 9. A sinala goal for minoriti<s and a srparata single 40a, for women have been established. The Contractor , howavor, is required to vrovid9 equal !mplOvmant opportun_ty and to take affirmative action for all axnor.ity groups, both male and female, and all women, both minority and nonminorily. Conse.quently, the Contractor may be in violation If the Executive Order if a particular grogp is employed in substantially disparate m!nnyt (far example, given though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Ex�cutive order if a sn=cific minority group of women is undarutili2ed). 10. Ths Con t1•ector shall rat us= the goals ari timetables or affirmative action standards t0 discriminate against anv person because of race, color, raligicn, sex, or national origin. 11. The Contractor shall not Nnter into ary Subcontra with any person or fire debarred from Government contracts pursuant to ?xecutiv4 Order 11246. 12. The Contractor shall carry out such :ihnctiocis and penaltizs for violation of rhase specifications an.1 of the Equal opcort.unity Clause, incluuir.q suspensions, terminations and caneallati.ons of existinq subcontracts as may be imposed or ordered pursuant to Fxecutiva Order 11246. as amended, and its implementing requlat.Ons by the office Of. Fee>ral Contract Compliance Pro acams. Any Contractor who jails tc carry out such sanctions and )nalties shall be in violation of t has a specifications an,) Executive order 11246, a., amer,dod. 13. The Contractor, in fulfillinq itr obligati0ns 111der thesa specifications, shall implemFnt specific affirmative action STODS, at leas! As extensive aS those standards prescribed in paragraph 7 of these specifications, so as to achiavq maximum results from its efforts to eniure -qual employment opportunity. If the Contractor fails to comply with the requiram9nts of the Executive Order, .he implementing regulations, oc these sp9eifications, the. Director snail proceed in accordance with 41 CFR 60-4.8. 14. Tho Contractor shall d9signat.e a la cfficial to monitor all employment r-lated activ+.tv t0 insure that the Company EEO TU:)licy iS being carri9d out, to submit reports relating to the provisions hereof as may be required by the covarnmant and to kelp records. RecOris sball at least include for each emllovee the name, address, talaphone numbers, construction, trade, union affiliation if any, CITY OF RENTON WF.LLS AYF.. BRIDGE REPLACEMENT 86wO02 45 -mplovee id=ntification numb+r when assiq-,ed, social sgcerity number, race, sex, Status (a.q., mac her.ic, apprentic , trainps, h-�?1Der, or laborer) , dates of char.q-,ss In status . hours workai D?: week in tha indicated trade, rate of oav, and locations at which the wctk was performed. R?cords shall be maintained ir. dP. PasiIV gnderstandahl: and ratrievabli form; howiver, �o the d ?qr&a t1.dt existing records satisfy this requirement, contractors shall not bs required ♦o maintair 3evarata records. 15. Nothing herein provided shall he cor,.-trued as a limitation upon the application of other laws which establish differant stardards of compliance or upon tho application of requiramontz for 'ha hiring of local or other area resiier.ts thos> under the Public Works Employment Act of 1977 ar.d the Community Development Block Grant Program) . MINUS 145',S.2= 22 12§jj As provided for in s?ction 1-07. 11(7) of the standard specifications, the minimum number of trainees to b- -rained un9ar this contract shall he +#• one. .r. ^he Contractor shall complete a training program form (DOT Form 272- 049) and submit _t to the Englnea.- at th? pracon3traction confer?nce . Th= Cortractor may call 1 100) 562-8197, toll- free, for assistance ir. fillinq a trainee Positicn with a minority or womi. in. accordarcv with this section. U221QEf UU.BBAL AID PROVISIONS (July M. M41 The Federal Aid C -.rant Pr^ ._sioas supersede any conflicting provisions of the stan.; ,;;d specifications and are made a part of this contract. The Federal Aid Provisions and the amendment thereto included in this contract requite chat t,hA Contractor insert th?m in each of his subcontracts, t:)geih.+r with 'he wagR rates which are a part of the Federal Ai.d Provisions br r aference. For this Durpese, upcn r?auast to the Proiect n,ngir.aer, the Contactor will be provided with extra copias of thF •deral Ail Provisions, the amendment thereto and the applicable waq rates. DISADVANTAGED BUSINFSSES AND WOMENoS B7SINESS FNTEFPFtISE PALT_IWATj"_1DB/WBE) �='�r�l_4'�Y3L9JQ�llt�_t Fqc the ogrvo92 oZ this section (General Requirements for RAcipient6) the following definitions apply; A. "Recipient" moans any entity, public or private, to whom DOT financial assistance is extendei ,lirectly or througr. anoth>r recipient. uW, CITY OF RENTON WELLS AVE. B"IDGP. RE?LACFMENT 86W002 46 b, "DePirtm ant " or "DOT" means t:le U. S. Department of Transportation including its jv*ratjna elements . C. "Contractor" mbjn5 one who Parti Ci Pata3 through a Contr4c- or subcontract and includes Jesse?s. The frllowinq is quoted from the United States Code of Raqulations 49 CFO Part 21.45. a. zach recipient shall agree to abide by the statements in Paraqraphs (1) and (2) nelov this section. These stateser.ts shall be included in the recipient`s DUT financial iseistance agreement and iu all Subsequent agr?em>_nt^ be!woer. ths r3ciPi4nt and any Sub-recipient 31d in all subsequent DOT assisted contracts b-�twee❑ reciPi4nts or suh-rAcipiants and any contractor . ( 11 "Policy" 1t is tit, Dolic- of tL= Department of Transportation -hat Disadvantaged Businessas as d^fined in 49 CPR Part 23 shall have the maximum onvortunity to Part.icinate in t,h3 perfcreanc•a of contracts financed in whole or in wart with Fed-iral funds under this aqr?em�n•. Consequently the DD requirements of 40 CPF Part 23 apply to this agreement. (2) "DB/VR£ ObligjtioPJ' Thy r9Cinie'nt Or _8 contractor agrees to ensure Disadvantaaad and women orned Businesses js dofir.ed in 49 C.•'R Part 23 have the maximum opportunity to Participate in tha Parformance of contracts and subcontracts financed in whole or in Part with Pcderal furis Drovidel under this agreNsant . Ir. this ragard all recipient; or Contractors shall take all necassary and reasonable s*.?os ir. accordance with 49 CPR Part 23 to ensure DB/WBE haves the maximum ODPOrt Uf.ity to coxv:-t2 for aad perform colt:acts. Recipients and to?ir Contractors shall not disrrim:rate on the basis of race, color, national oriqin, or sex in the aeard aad Parfcrmanca o! Pr)T assisted contracts". The DB/wBE Pol'_.' I Statement ald DB/VBE Obliqation cited above shall be made a part of all subcontracts and agL0 fin ents eLiered into as a result of this contract. !2Q€inisisrs when referr-d to in this contract, the terms Disadvanta(led Businesses (DB) , acl women' s Business Enteroriss (web) will ba construed to hjve the following meanings: CITY OF PENTON VELLS AVE. RBID. Y'C 86002 47 "Disadvantages business" means a small business concern: (a) Which is at least 51 percent owned by one or more socially and economically disadvantaged individuals, or, in the case of any publicly owned business, at least i1 percent of the stock of which is owr.aa by one or more socially and =conomically disadva -age. individuals; and (h) whos4 management and daily busita^s '>Parations are controlled by ga, or more of the social:v and economically disa9var.tag4d irdividuals who own it. "Small busingnR toners" maan9 a Small business as defied pursuant to s=ctil)n 3 of th13 Small 8usin3ss Act and relevant r-qula*ions rromulaated pursuant thereto. "Socially ad -conomically disadvantaged individuals" means those individuals who are citiz+ns of the United States (or lawfully admitt-d Parma nent r=Sid ants) and who are Black Americans, Hispanic Americans, Native Aericar . Asian-Pacific Americans, or Asian-Indian Americans and any : char minorities or individuals found , be disadvantaged by t.h9 Small Businttecs Administration Purs to sactior 8 (a) of the Small Businass Act. Reciniert; she make a rebuttable prpsumrtion that individuals in t following groups are socially and economically disadva,.�dV-�d. Recipieras also may do-ermina, on a ^ase-bv-case has! s, that individuals who at. not a mambat of one of the tollowinq groups are socially and economically disadvantaged. (a) "dlack Americans, " which includes rerscr.s having o_igir.s ir. any of the Black racial groups of Afri a; (b) "H'.spanic Americans," which includes parsons o:: Mexican, Puerto Ricar., Cuban, Central or South American, or other Spanish culture or origin, rsgardl >s^ of race: (c) "Native ho.gri-ans," which includes persons who are Amm�rlcal Iodiars , Eskimos, Aleuts, cr Native Hawaiians; (d) "Asian-Pacific Americans ," which includes r_rsons whose origins 3r? Iro■ .Japan, China, Taiwan, Korea , vi-tnam, Lao:, Cambodia , the Philippi.-.Bs, Samoa. Guam, the U.S. Trn,,st Territori=s of the Pacific, and the Northern, Marianas; and (') "Asian,-Indian Am. L: icans. " w ith includes persons whos3 origins are from India, Pakistan, and Bangladesh. "Women's Business Entarprisa" (Fb F.) mean.; a Small business concern, as lofir.ed pursuant to section 3 of the small CITY OF RENTON WELLS AYE. BRIDGE RFPLACEMENT 86W002 Ye Eusir.ess Act ind implem= ntinq raqulations which is owned and controlled by ora or more woman. °Owned ar.d controlled" mains a business: (a) Which is at least 51 per centum (51%) owned by one or more w,3m4n, or in the case of a Pub 1Icly owned business, at least 51 per centum (51%) of `he stock of which is owned by one or more women; and (t) Whose managament and daily busiress operations are controlled by ore or more such individuals . PD/w B1A11q;L U11t Y Disadvantaqed Business^s and wooer' s Business EntarDriseB proposed by the bidder to he used on this Droject shall be shown as a DB or WBE on the current list of firms accepted as certified by the Office of Minority and Women' s Business Enterprises (0MwBE) or who ::an or^duce written Droof from OMWDE showir.q thav wera accepted as certified as such prior to the data fixed for op?rir.O bids. Such certifications are male Dursuant to authority granted by, amorq other things, CH 39. 19 RCM, Ch. 326 WAC anal 44CFH. In addition to fires accentad as certified by CMWFE and appaarinq on the above reZaranced list, WSDOT will ace apt any firm determined by the Federal Small Business Alm_nistration to be owned and controlled by Socially and economically disadvantaged individuals under Section 8 (al of the Small Business Act, 13CFR, Part 121 as amend-id. Proviaed further, that th? Washington State Office of Minority and Women's Uusines.; Ente.-Drisas must have received a complgtad OMWBE aPolicatiOr. form from such firms together with written proof of SHA 8(a) certification prior to the date fixed for opanir.q b .ds. A consolidated list of firms accepted a:, cart: fled by MM BE is available at nominal cost from that office. DB and WBE firms which are no , f: ad at the time fixed for the opening of bids will not eut31 Ov the State for participation in this Lr'+ 0rt c, ,.%:_F of meetinq the coals as stated below. This hall he notwithstanding any liter certification. In the event the apparent low bidder , in good faith, ;.roposes to use a firm that is certified at `_he time of tk. submission of the bid, an that firm is later four.) by the Office of M_.aoriav and Womenos Business Enterprises to be ineligible or unable to Perform, then the apparent low bidder will ba required to substitute another certified firm of the kind needed to meet the goal, before award, at no additional cost to the State. d41Ilt__ventgr.s_AEQL2H1 Under authority of 49 CFR, monav spent 3n contracts awarded to joint ventures can be counted toward goal attz.nmant wh*n tha procedure outlined in this sneeificatiOL is followed. CITY Oe RENTON WELLS AVE. BRIDGE REPLACEMENT 86WO02 49 W 593 Wells Ave Bridge 5X a. Contents of Joint venture agra;m?r,t . The ioint venturib aoresm-nt must bR in writinq end signed under tenaity of periury by all of the Joint venturers, Fach Joint venture aor -eme:t shill specifv the con tr:bu ti!)n made by Pich Joir,t venturer ; the control each will exercise; the potential for Profit or loss and the d stribution thereof. Each of these elements must bt allocated ir. uroportior. to their contribution. The Joint venture agreement suet also identify th•a commo:cially useful function the mint venture will perform and the Part of the i,ork each ioiut venturer will do. rha agreement oust alsc snacifv which partic!.pant (s) are DBEs and which are 4BF.s and give documa71tat-ous of DWBL•' certification. b. Reou�str for approval. Any Joint venture may reauast approval by the Washington State Department of Transportation. Th< request must be in writinq, must includ= a written Joint vanture agreement and must contain a statement that. gives WSDOT authority to audit the Joir.t venture. A Prosnaotive bidder who has not been certitl3d as a Joint v%Qtura may not be QJ-en a bid propc.sal unless the bidder has sub®itted his ioiat venture agreement at least sevan calandar dies befor! the dato of op=ninq bids for a specified pro'e: t. The igrs:mact shall conform to the r,quiram�rts of siltsectiof. (a) of this section. WSDOT shill apProve a Joint vanture which submits an atgreement that contair,a each of these snecifi-?d elements. c. Time of r�quast. A raq,iest for approval of a Joint ventgra must be submitted and approved before the time fixed for bid openinq. If the icin.t venture is not approved, the aganev shall award to the loves- responsive bidder or rebid. d. Effect if ioproval. An approved loin* venture is approved only for one specific contract . e. Investigation. WSPOT may request it,ditional information fr ! an enterprise seekinq approval is a Joint ventur3. Faiiurz to provide the r,.quasted informatior shall result in the d-nial of the re4Pest approval. f. Complaints. ComplaintR regirdinq the oppcoition of validity of in approval ioint venture shall be written and shall he made to 45DOT and to 0l1WBE. WSJOT Fhall fully investigate aach complaint and issue a wtitten report of its findings. Phe repott will be nrovidad to the coavlain,an• and to JMwBF. Concurrently, the AS DOT maw investigate complaints pursuant to its rules and Chapt=t 39. 19 RCw. CITY OF RENTON WELLS AYE. BRIDGE RFPLA:EMFNT 86W002 5U In order t0 cOI401v with 'hl� raquirements of 49 Mt Part 23, the State has 9Stablighad goal (s) i�-j the amount (3) of. a. +++ a90,000.g0 ++• for hisadvantaged Busit.essas; b. •«+ f25,000.00 •+« for Wom.enfs Busir.ass F.nteroria-as . The biddar shall completrr and submit mitt. his bid , a Disadvantal,.d Businessms and W3men#; Business Ent arrrise Urilization Certificatior. which has been made a part of the proposal . This certifi�atior shall be used to determine whether a tidder has complied with the DB/YBE goal raguir-imiats. Tha Stat.o shall consii-r as unrasooasive those bids submitt-d whist, do not contain the c;rtification, which cnttiin an i room ul-�-tP or false cettificatior., or which dis )Iay insufficient nr0i!ct=d use of DB/WBEs. Tha State exv-cts that the biddar shall make every effort, thr3ugh nag)tiatians and/or writtan solicitations, to mast the above specifie9 goal(s) . The State 9xpects each biddar shall attain each anal. Aftir bids ara penned, tha Stata may, at its discretion, requaat a detailad d?scription of nartial bid items to be oirformed by D❑/waEs . �491i'_�119_B@f w}!E_P�G::FlP�LL4W_T�!+.4L a_'li<�S�D9_�9�1§ DB/YEE participation shall be counted toward meatir.q goals set i . iccordance with the following criteria; a. Except a, spacifiad b-lnw, the total djilar value of tna contract awarded to the DB/WBE is counted toward the applicable DB/YBE goals. b. Th4 total dnilar vilum of a contract. to A DC/YBF owted And controlled by both minority males and r.on-minority female:, is countad toward tha gcals for disadvintaged seal wor.na, rasp?ctivaly, it nroportion to tha narcentage of ownershin and control of Path group is tha busir.Fss. The dollar value' of i contract with a DB/MBE owned and controlled by minority w'3mon car be conntad towards the DB contract coal, th=. WIE contract coal, or any combination of DB/WBE contract q,)ils which do?s r.ot result ir. double counting. The Contractor or aq?nev ymnlovinq the tirn may choosy how thi contrict vilua is anplied t0 the gOal. c. The State or Contractor may count toward its Db/wBE goals a oortior, of the total dollar value of a :ontract with an aligibls mint venture equal to the ircantagw of the ownarshin aid control of the DB/YBE bartnar in tha joint venture. d. The Stata or Contractor may court towarl its DB;VBE gosis only expptlitures to DE/YBE that parform A ccmm4rciilly CITY OF RENTON WELLS AVE. BRIDGE bF:PLACFPENT 96W002 51 us4fU1 function is the work of a contract. A DB/wBE is consid-red to perform a commercially useful function rhea it +s resvor.sibls for execution of a distinct al,ment of th+ work o: A contract and carrvinq out its r-snonsihiliti�s by acutally Derf )rm-r,l , aaniair.q, and supervisinq th> work involved. To deteraine whether an _ DB/wBE is Darforminq A commorcially us-fui function, the State ')r Contractor s'.all Pvaluat.E tht Amount of work subeon'racte3, industry vractirms, and other relevAn+. fac+ors. e. The 5+ate or Contractor BAY count toward its Cl/YBE coals expanaitur-s fur materials and sgnolies obtained from DB/YDT supnl'_-rs eni mar.ufactur4rs, provided that the DB/YBE assama + h-� actual Ani contractual rosronsLbi *.v for the provision of the mat4rials ar.d s,mplies. ( 1) Thy Stata or Contractor may count its :ntire +xpend.itura to an DD/YBE aaaafac�urer (i. ?. , i 311uo14At that Dr UCPS goods from tar materials or substan+iilly alters then, t?fora resale) . (2) The state or Contractor may court 20 o>rc-�at of its exDaniituras to DB/YBE suDpl,.ors that are not manutarturers, nrovid,�d the DB/wBE sunpli4r performs a commercially ussiul function in the suuply Dracass. f. To ensura all 3hliiatiors under contracts award Ad to DB/YBE ir3 met, the Stat> shall revsnw tho Contvactorla DB/YBE involvamsnt �ff.orts durisq the narfermanc.+ of the contract. ThP Contras +or shall bring to the attention of the State any sitnAtion in which rooularly schadulad Drogrsss Davmrnts ar= not made to De/YBE subcontractors . q. a firm will bo considArwd a eapplier uarforminq a coma-rc:ally jgcful function it th,. suoply orccess wh-�n it: ( 1) Asauaas •h= Actual and con+ractual responsibility for furnishiaq the supplies and materials and is th- manuficturzr o' those supplies end mat�riaisp or (2) Is, or will be, rsr.ognized as a distributor by the ■anufacturars it.volvad in the contract-d supplies and materials: and (t) owns or I3a33S warahcuses, vards, buildinqs for storage of manufactured ■a torla` A or whatever oth>r facilities are vi,-w>d as customary or nocessa ry by the industry: Ind CITY OF :,e4TUN YELLS W'. BPIDGE 6EPL%CENENT B6Y00 2 52 (q) Distributes, delivers, or arranges delivery, and services products with its own staff. Contracts with manufacturer's salves reprvs•ntativss may not be counted toward the DO or WOE 110118 r quired by these specifications. A commercially ua:+ful function or service is one such as a sales fun :tior., which is customarily aarforsed as a distinc- and necessary part of the supply process. If the service is commercially unnecessary, such as the case when a firm acts only as a passive conduit in the supply process or durlicatea a service provided by others in the same chain of supply from manufacturer to purchaser, no credit will ba grabted toward the DO or YBB goal. In the event the DB/YBE expects to share the resources of the apparent low biddar in the fore of facilities, financial ;sistanca, aqui wtnt or Personn*l, a writtan Plan shall be submitte3 by the Ccntractor to the Yashington State Departm-nt of Transportation office of Minority Affairs before the MBE or MBE cosmences work describing the facilities, financial assistance, equipment or personnel to be shar?l to ensure that no violation to tha, nerf.ormaPoe of the commercially useful function occurs. This inforU tiOn, among other things, will be used by tha YSDOT Offic• of Minority Affairs to ascertain the compliance of the Contractorls) with th•± commercially useful function. provision of this specification.. SallS�1.14Il_4L_�944fl;);&Efil_9151 dSi The successful lidder shall he selected on the basis of his havinq submitted the lowest responsive bid which has met the DO and/or WOE goals) as establishel elsewhere in these contract, docuaents. Should the low and ctherwise responsiv+ bidier fail to attain the goal (s) , reSponsiv6ness shall ba determined on the basis of good faith efforts taken to attain tha goal (sl . Th? State has established the fallowinq obi?r.ivs measu:'Rm�nt of good faith. Good f+ it.h .shall bd determined in liqht of the DB and/or NBE Dartirinatioc attained by all bidders and by comparinq the DO and /or 7DF participation to tha average 69 asd/or Ybe participation by all hid ders. Phan comnutira the avaraga DB end/or wBE uarticivition, only that amount jf the DR ar.3/cr WOE goal Rtt.iinment which ions not exceed the Stab:..Sh%d goal shall be used. Should the low biddar's DB an-l/or v1BE Da,ticipation ba lower than the a v e r a q?(s) in +ithar cote-jorv, the bid shall bs considered unresponsive and shall b4 raiect-d. If tha :owast bid is reiected, the next lowest bid , Or bids, shall b-i exay..ned under the foregoinq criteria until the contract is awarded or all bids relected. cTTY UP RENTON YELLS AVE. DRTDGE ;i�VL.4.'EMENT 06w002 53 The State will include a lE- r tt� to the successful bidder settino forth the Contrac:ores DB/wBE obligations as a cor.d:tion oc avtrd. Such la•t:�r shall bA ^_onstruad as a contract sr.�cification at tAr tine of awari. If DB/WBP, work 13 diminished or deleted by cf.atge order, other work of equivalan• velum stall be substituted by -h- Contractor to the sand DB/VBE or substi- ute ancth,4r c?rtifiad UB/WBE. to perform equivalar.t value work or Drovidj wood taith effort documantatior.. I f a Derson , firm , corporation , husin>ss, union, or other orgsnization Pr>vents or interferes with a contractor`s or subcontraetorls compliance with ary provision of Chaster 39. 19 RCN, or any rules adopted thereunder, or submits false or fraudulent information to the State concerning compliance with that chapter or ary such rule, or violates Any such statue or rules, the oirscn or entitv shell be sublet: to a fine not to sxcyad one thousan dollars, in addition to ary other penalty or sanction prescribed by law. After an administrative hearing and findings of fact by WSDOT and after the 4xhaustion of administrative remedies, any advarso decision and-r -.hts section saw be aPoealed to Tlirston county Suotri Or court Or to ary Se D4rior court in any county where the alleged viola_icn occurred. If a person , firm, corporation. or business does not comply with any provision Ot this contract raquirdd und3r Chanter 39. 19 PCW, the Stag may withhold oeym-r.-, debar, suspend, or terminate tha contract and subiac- the Contractor to civ_1 par.*Itias of tan Parcen• of tha amour' of the contract or five rhousenfl dollars, whichever is .-ass. Wilful r>paated violations, axceadinq a siral= violation. maw iisqualifv thm Contrac•or from further Participation it ;testa contracts for a period of one year. An apparent low- bidder must bo ir, cOmPllarca with these contract Drovi lions as a condition precedent to the grantirq of a notice of award by W.'-)OT. After an adminis:rativ? hearing and findiegs of fact by the Wz; UUT and after the exhaustion of administrative remedies, an• adverse decision may he appealed to Thurs-on county Sap>rlor court or to any superior court in any county where the allF,gad violation. occurrad. CI?I OF RENTON WELLS AVE. BRIDGE REPLACEMENT 96WO02 54 Pvcih€c_Iefslanlisr� If furthar iaformation i s des irad coacer citq Di Sad art ag2d Dusinass?s/wOmen's Business F.nterpriso uartic. ition, inquiry may be directed to; Maurice Al4xand-r Construction office washingtor. Stata Department Of Transportation Transportation nuildin(y Olympia, WA 98504 or telephone - 1106) 566-2264. EI4P2$ l The Disadvantag?j nusir.esses and Vomen's Fusin -ss Ent-rprise tltilitation Certification form is made a part of this contract and is attached to the nroDesal. AKdALQ1eNLSlL-ANn HISTORICAL OWECTS 1aec11-j2.-j9J2L It is notional sad state policv tc Presarv-� . for public 4;-j, historical and prahistocical obiects such as ruins, sites, bu4Ilir.gs, artifacts, fossils, Cr Other objects of antiquity that ■av hays significance from a historical or scientific standccint , Any archaeological or historical obi?cts, which may b, 4ncointerad by th? Contractor, shall not be further disturbed. The Contractor shall immadiateiv notify tha Engineer of any such finds. The Engineer, through H?aiquarters Construction, will contact the archaeologist who will detQrmine if the materiel is to be salvagad. The Contractor may be raquired •o stop work in thv vicinity of ti,s discovery until such determination is aade. It th, archaeologist d9tarmines that the Tateri:i is to be Salvaged, the Engineer may squire the Contractor to stop work in th- vicinity of the liscovary until th4 salvala is accomniished. Any loss of timA suff,rad by •::a con•ractor du-4 t� r �sultinq delays will bS adiustad in aCCOr'danoe With section 1-08. 8 f the standard specifications. UTILITIES Saction 1-07. 17 of th> standard sp�,cif.c3tlo.ns is su.,plamanced by the following; Locateions and dimensions shown In th? plans for xi st inq facilities are in accordascA with availahl4 informatior obtained without uncoverinq, maasurinq, or othar ver.fication. Public and privates utilities , or their contractors, will furnish all work necessary to adjust, ralocate, r-plats, or cons+ruct CITY OF REMmN YELLS AYE. BRIDGE REPLACEMENT 86VO02 55 their fdcili-ins unless othy,wises provi;lad for in the plans or these spec:.al provisions. The Contractor shall call the Utility Location Requ?st Center (on- Call Centar) , for field location, not 16ss thin two nor more than ten business jays hefor, the scheduled date for commencement of excavation which may affect an3mrground utility facilities, unless otherwise agread noon by the Partias involved. A business day is defined as any day other than, Saturdav, Suniay, or a legal. local, Stnte, or FPdaral holiday. The telephonq number for the one Call Center for this project may be obtained from the Engineer. If no one-number locator sarvica is available, notice shall be Provid,,d individually to thos4 owners known to or 9uspzct +d of having underground faciliti" within the area of nronoa;ed excavation. The Contractor is alerted to th? existence of Chapter 19. 122 RCW , a law rzlatinn •o u^dargrourd utilities. Th3 Contractor may fin i • neclssa-y to vothol? baried utilatiss to determine the location. ComnAnsation for potholinq shall be as snecified below. No excavation shall begin until all known facilities , in th. vicinity of the excavation area, have been located and marked. The fnllowinq ad dres sas and talephon4 numbers of utility Companies known or suspecter of having underground facilities within the area of Dronosad excavation are supplied for the Contractords convenienca: Washington Natural Gas 815 Msrcer Street Seattle, Washington Attention : Ir. dn? Jainqa Teleohote: (2061 622-6767, Ext. 250 Pacific Northwest Ball 100 S. W. 7th, Room 212 Renton, Washington 148095 Attention : Mr. Frank Forrest. Telephone: (206I 235-3012 Puget Sound ilhw )r F. Ligbt 620 South Grady Way Rentoa, Washington 98055 Attention : Mr. Wavna Harris Telenhone: (206) 255-2464 CITY OF R?NTON WFLLS ATE. BRIDGE REPLACEMENT 86W002 56 City of Renton Public Yorks Dapirtmant Muniripal Building 200 dill Avenue south Renton, washington 99n55 Attention: dr. 30hvrt Barast.rcm Telephona: 12061 235-2631 Group Y Cnbl? westinghousa Rroadcastinq 6 Cable , Inc. 15241 Pacific Highway South. Seattle, washington 99199 Attention : dr. Davia Korthals Telephon,n: (206) 413-1420 In addition to the anova , the Contractor shall notifv the Utilities underground Location Center , telephone 1-800-424-5°55. The lump sum contract prior- for "Locatina Utilities" shall be fall pay for furnishinq all labo7 , mat Prials, tools , and equipmdrt necessary to determira the utility locations, includit.a cor.Lactinq utility organizaticns or notholinq the various sites. �iiIIR�SP�Y_TFAEfI� CONTROL ldaa�nts_9�_Jy�u! In addition to th= riquiremeats of section 1-07.23 of the standard specifications, the folioviaq urovisions shall apply: when required by the Engire? r ar hefora baq-nn inq work on the project, the Contractor shill ddsignate a supervisory employae to be in continuous rasponsibla chtrge of trattic control, and shall provide the Enair.ear with a list of trot more than six supervisory amplovPas that may be called for evergPncv traffic control as nael%d during nonwrrkinu hours. The list shill include thy aaplovees' telephone numhers and the Contractor shall bays at least one of these amnlovaas available at any ' jai-. The State will furnish tha C :)ntrictor with a similar list at the Engineer' s emploveas. when the Con tractnrIS employ-gas are tailed out to rrovida a marq .ncy traftic urotartlot during r.onworkinq hours, pavment for labor, equinmart. Intl materials deemed necesSiry by the hnginear will be made in accordance with sectior. 1-09. 6 7f the 3tandar3 soacifications. No pavment, other than providzd for by ;action 1- 07.13 of the standard specifications , will ha mada for traffic control durir.a the Contractor's rormal working hours or such hours ar, actually Worked. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86WO02 57 TRAFFIC CONTROL The Contractor shall keep all traffic lanes and shoulders clear of equipment and materials durir-q nonworkinq hours. Equipment !In materials shell not be stored within 30 f<'�t from the edge of travgl d way unless protected by permanent quird rail or concrrte bartier. The C-intractor' s 9mplovEes and 14-3nts shall not Dark private vehicles along the travale9 way, median, or shoulders. The Contractor shall k*ac all traffic lanes and shoulders open to travel from 12 :00 noon thz day ❑riot to throuqh r.ocn the day followirq a holidav or holiday weekend. Signs and traffic control devices which are aisvlacad, mutilated, or destroved shall t? replaced by the Cont-actor without delay. Traffic cones usel on this contrict shall be a minimum of 28 inches in height and if used durinq the hours of darknoss shall he reflsctorizt�i with a reflectnrized band, p-ir H7TCD standards. Barricades used on this contract irless otherwise specified shall be Tvpe III. Durinq the hours of darkness steady burn warninq lights will be raquirad on Type III barricades used in a series for chinnelization. Plashiaq warainq lights may be required, as dot ermired by the Ergineer, when Type III barricade . are used to warn of in isolated haz-ird. construction vehicles usanq a cl-sed tratfic lane will be Dermit•ed to traval only it thA normsl direction of traffic flow unless otherwise allowed in an approved traffic control plan. Rhin unforeseen conditions occur which r"uire traffic control, the Contractor shall cooperate with the Enginaer in providing appropriate traffic control to -nsare safety to the tcavgliaq public and th, personnel and egn_ nmer,t workinq or- this project. Excavation ir, a traveled lane shall be backfilled the same day. The Contractor will not be Dermitt?d to open more excavation, are% than can be prepared id backfilled with the specified surfacinq and paving materials within the same day. The Contractor shall z;o conduct the nDerations that local traffic is able to safely travel on all streets involved within the limits of this oroj-ct. The Contractor shall, at no cos' to the State, provide necessity flaggers required for iLtarmit-tint closures of said Streets. The duration of such closures shall not exceed five mingtas without the approval of. 4he engineer. CITT OT RENTON YELLS AVE. BRIDGE REPLACEMENT 86V002 58 PUBLIC CONVFNIFNCE AND SAFETY Section 1-07. 23( 1) of the standard specifications is Supplemantsd with the following: The Cedar River Trail and Jones Park facilities and putlic access thereto shall he included under the provisions of phis section. The Contractor shall schzdula and conduct operations so that obstrv^tion nr closure of thego facilities is held to an absolute minimum. The Cant raCto 'Piv construct tamPL',dry stairvays or walks or otherwise schedala operations so that the Ceda: River Trail on th? northerly bank can remain accessible from Eror.son wav to the Wells Averua bridoa Rita, around the bridgs• sita, and vaa the stairway at williams Avenue ro the Pormen-nt trail facility. Similarly, the park and trail facilities on thr southerly overbaa are to remain accessible. For the saf,aty of the public, the Contractor shall fence the landward limits of the site to prohibit oablie access to the construction zone. A suggost4d location of sail f?rcinq is shown on the signing plan sheets. However, t1ft sole respon;ibi!ity for protecticn of the public remains with the! C on•ractor. All costs associated with providing , ir.stallina, aad maintaining the f:ncinq shall ba included in other items of work of this project. MI NG lluiI Qa_19M In ddition to the roquiremants of section 1-07.23(31 of the standard specifications, the following provisions shall apDly. The r4quir�l signs will by availahlr at ­- the office of tRa Project Ecginejr a*. on Normal work days. The Contractor shall make arrang9ments with thm Engineer prior r.o Pickinq up th9 signs. The Contractor shall sign an itemized receipt at the time of ieliv>ry. Siqns shall be returr.ed to •** +h+ office of the Project Enginasr ++e when their ra4d has ceased , as determined by the Enginrar. The value of Siqns furnished by tha Sta*. a to the contractor is fixed at $6. 00 par square foot. Tha value of buck, Siqns which era damaged or not returned as provid-ed in section 1-07. 23(3) of the standard spacifie3tions will he d>ducted from vavment due or to becom- due the Cont^actor. MAINTENANCF OF TRAFFIC CONT30L With the exceptio❑ of the river crossinq. the Contractor shall provide one-wav one-lane traftic +hrough the ❑roject for local access only. CITY OF RENTON WELLS ATE. BRIDGE REPLACEMENT 66V002 59 This traffic may be irterruDtgd momentarily for Construct 'On oD3rations, but in no case shall any street Cs closed ovgrnight. 1;:e Contractor -,hill s.t all traffic control signs ir, accordance v1.1, section 1-07.23 of tS� standird sDeclticationA as ame:d1�d herein, 1r2s�e4�r_3�_19A11 For the Purpo5q of detirainicq the percentage of worx that miv bF subcontracted as rDecifisd in section 1-08. 1 of the stanilr3 SDacialtys"cificatIons, the foll0winq items on this eontrict are dasxgnatai as "Asphalt POr Tack C3at" "Anti-StriPDinq Additive" "Asphalt Treitad Base Inclasinq Paving Asphalt" "Asphalt CO, cr-ta Pavement Class A Incl. Paving Asphalt" "Permanent Signing" "Illumination Syat ,m RYvision — Com Dlet3" �gse�sr_�sFa_ 11211lbsT_�a_19R 1 j In accordance vi-h section 1-08. 1 of the standard sD�cifications, th. Contractor shall nraDar> anal submit the orogrPss sch•;du1� in ch- form of bat graphs d�vmlopyd under the critical path ■ettod. P.E.R.T., or other similar methods. The bar graph shill ba s1, nDlam-4ntQd by t.ha arrow diagram Inn activity listing used in its preparation. Tha Progress schedule shall be in sufficient datail that Drogr.+ss of the work can bp ?valuated accurately at any time during thq performance of the contract. dQP�QYSL_QS_Sj1Qj'_1?PANING5 FOR iLLIMINATTON AND SIGNALS 1r2Y1 mbgr_j. _19811 The review time for approval signal of shop irawinis for illumination and work rill "gciTe uu -0 30 calendar days from the ante the Engineer receiv>s the drawings until they are riturned to the Contractor. Tb? actual time r,,gn_red for approval is d+pendent uDo r. the comDleter.ess Ind aopropriaten-ass of th4 drawings as submittwd. Any dsfici �ncias will require additional Lima for approval based on the APgr,ie of th, deficiency and the additional review times required. If the shop drawings are returned to the Contractor to co Tract deficiencies, an aiditional 30 calendar days may be required for chq approval oroceas. If more than 30 calaadar days are required for tvrti.1 approval of shop drawings that are complete ar.d accurate, the effect which the additional tevlew ba and approval time hava on tar comDlPtioa time will considered ir. avaluatinq a time axtenaion. Tine extensicns will he evaluates in accordance with s0ction 1-03. 9 of the standard specifications. Th- Contractor will be granted an extension of time, CITT OF RENTON YFLLS AVE. BRIDGE RFPLACF.ME. NT 86WU02 60 equal t0 the a00ut-: of time -he additional ravicw and approval time impact the completion time of the rroisct, in accoriacca with section 1-08.8 of the standard specifications. HO'INS OF WORK The workinq hours for this project shall be limited •o weekiays only, durinq tits Perioi from 8 :00 A. H. 5.00 P.7. The hours of work may be changed at the discretion of the Engineer whan it 1s :a the interest of the public or the Contractor due to reasons of sefety, health, or welfare. TINE FOR COHPIETTON Except for plant estahlishmer.t periods, :his orojaat shall by completed in accordance with the Provisiotlr of section 1-08 of the standard specifications within IRO working Jays. Not completinq thr nacessary work within the time limits set by the State Departments of Gaae and Fisheries Hvdraulic Project Approval shall not be coasid+red reason for delay of project comolation. At such time as the Contractor commeLcas work on South Riverside Drive, or Walls Ave. South, which interferes with traffic, the Contractor shall complete work within 3n calendar days on both of the above mentioned streets •o the extent that the curb and gutter and asphalt treat3d base have bean placed and traffic is routad on tha ATB surface. Similarly, North Rivaraide Drive ati Wells kva. korth shall also be completed to the same extent. 41091-21 141E The Contractor 's Progr?ss schedula Jurinq this 30-dav uarioJ shall include the it4as of work as outlined bel0v. This orlt r is - %Quired by the zits so that the Cottr+ctar's operations will .use a minimum of delay and lnconvsniencc of access to the residences and the :itv Park facilities. Aft_: tha saguaace of operations has bean approval and is satisf3ctory tc both tha Contractor and th-� Engineer, the Contraet.jir shall not alter said sequence without written request and written acr^oval. 1 . Complrte storm drainage systams on Walls Avpnua and North Riverside Drivi . 2. ComDleta storm drainage 3n South Riversid= Drive. 3. Complete rater main work or. Scuts Walls Avarua south of approximate Ste . 8+35 and on Soutn Piversi9i� Drive. CITY OF RENTON WELLS AVE. RRIDGF. REPLACFMENT 86W 002 61 4. Comp 1-t= gradi no, curb ar.d quit.?r , and paving on south .tells Avenue so that traffic may travel from Wells Avenue ofito South Riverside DtivR. 5. Complete water main work or. North walls Avenue and North Riverside Drive. 6. Complete gradinq, curb and qutt,r, and paving on North ➢ells Avenva and North Riverside Drive so that traffic may _ravel from North Riverside Drive onto North wells Avenue. 7. Schedule construction of sidewalks, illuminatioL, and driveways for axpedit.ious completion. FOR�s��g�j�_M�p_*.LI2ATION -ff 2vcmpgL_Za 12ML The followinq contrac� items may be eligible for force account mobilization as vrovi4=d for in aectior. 1-q9. 6 of the standard specifications: "Temporary wet-r Pollution/Erosion Control" Cf���iRjNG ��{D_Ggg�tOING 132HOOZ-2._1.921L Claarinq and grubbicq on this project shall be performed ir. accordance with saction 2-01 of the star.�ard snecitications and within the followinq limits: Outside to outsiis of sidewalk from wells Avenue Sta. 5+50 to Ste. 21+41t , and North and .South Piverside Drive as required for construction of curbs, qutters, and sldswalks. 112U".@L-2- 198 1) In addition to the reguiramen:a of section 2-01. 3(4) of the standard specifications, th? followinq wo k shall also be included in this item: Reshaoinq ; id cor.tourir.q of earth cutsii� of new sidewalk. RENDVAL OF STR7CT9RES AND OBSTR{1CTIONS The followinq items shall be removed and disposed of ir. accordance with the requirem=nts of section 2-02 of the standar' specifications: 1. The upper wall from Cedar River Trail Sta. 44-07 to Sta. 4+77 vicinity. 2. The 16- inch diameter augercast pile at, approximate eta. 4t76. down to aleva•iar. 15.5. CITY OR RENTON ➢ELLS AVE. BRIDGE NEPLACEMINT 86002 62 3. The mi.idls wall and rasp from Sea. 3+25 to e-Ld of ramp At aporoximata Sta. 4+ 77. 4. The middle wa_1 hocinninq apPioximat9 Ste. 3•25 to the angle point at Ste. 5+32. 6. 5. The lower wall includinq int_gral sidewalk, brick Davero and curb from Sta. 4+50 to Sta. 5+40. 6 . Removinq axistinq traffic DnttOLS 7 each 7 . Removirq cement concrete curb and autt,3r 150 L.F . 8 Removinq cement cor.cret,� sidewalk 63 S. Y. 9. Removinq brick oarkinq strip 515 S. F. 10. R?moving lominairm pole hases 4 each Ai9itionally, the Contractor is advis-d that curb:, qutters, and sidewalk that lie within excavation areas are not comp?nsat aA separately. Tha Contractor shall adequately Protect all f=ciliti.s schedulei To remain, includinq +he Cedar River trail and all sidawalk�. walls, railings, and landscauinq. The Contractor shall use such removal m a methods, includinq masotV sawing, as may be tecessary to preclude iam;ge to faeilitisa scheduled to remain. All suchPa and thc ' m shall be repaired by the Contractor at no cost to satista Ction of the Engine-3r. REMOVING CATCH BASIN The existing catch bisins, ac M own in th. ,iriir.aq` plan end in the structur- notes, shall he remove-i in their cntir4tV- Tha materials removed stall be disposad of outside the priiact limits. Voids resulting from the catch basin removal shall bf hackfilled with gravel borrow and the backfill COMPactad ir. accardanc-• with section 2- 03.3 (14) C of the standard specifications, Method B. Rxistinq sere* lines scheduled for abandonment shall be olugged with concrete Class C, as specified in section 7-04. 3 (4) t of the standard specifications. For removal payment Purpos4s, concrete inlats will L= cotisiderei the same as catch bavins. Concrete Class C will, ba m,�asur-d and paid tar as specified in sections 7-02.4 and 7-02.5 of th< standard specifications. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86W O02 63 Gravel borrow w i 1 1 b_ ■&asured and paid for as "Gravel Borrow Includinq Haul" as specified in sect.ion 2- 03 of th' standard specifications. The unit contract price Per cubic yard for "Gravel Borrow Including Haul" shall include all costs for compaction wh«n usad for backfiliinq voids as noted atov-. Tha unit contract price per each for "Removina Crotch Basin" shall be full pay for r-movinq, haulinq, disposirq, and all ocher work incidental to tho r,moval of th- catch basin or inlet as specified. REMOVIN. ASPHALT CONCRETE PAVEMENT Th.1 work dascribod I., this section includes the of asphalt concrete surfaced pav=m=r.t, regardless of underlvinq Pavement tvve, located outsia- th- limits of excavation for roadrav, curbs and gutters, sidewalks, driveways, and cther areas designated by the Enginee r. The Contractor shall sarcut the Daveaent in all areas where adlacent olvament is designated to remain. The Contractor is advised that there `.S Portland ctment morns`= Dave Qc Lt under soma of the existing asphalt concrete surfac?R. The DP.vement material 3o removed shall ba Lemavod comDletaly from the site. Such mat>rial shall not ha disposed of in Project esoankments. li'l.sax iP&1SS Mliasurement for removinq asphalt concrete Davemar.t will be by the square Yard of Pavement in the original position. Hcwev,?r, as noted in section 2- 02.3 (3) of the standard specifications, Dav>mePt located within the various excavation aromas for roadway. structures, curb and gutter, driveways, and sidewalks is a part of that excavation and not comp-mnsated separately. 1 Because of the Siff icu lty in measurinq tt ! remaininq asphalt Pavement as shown. on the sites pre Daration sheets, the quantiti3s noted ir, the e•.mmary era fixed. In the event that the Faginaer requires asphalt navemant remova3 in addition to nh areas shown on the s± •P preoaration sleets, then the unit contract price per square varl shall pravai.l for that added quantity so re®oved. t 2A.Ui ;Si Phe unit contract price Par square vari for "Hemovinq Asphalt _ Cohcrst.e Pav=went" shall ba full nav for `nrnishiru all la hot , •aterials, tools, and w-quiPment recessary for sawcuttir.q, breakinq as recuirad, loadinq, hauling , and disposinq of the Pavement material. CITY OF RP.NTON YELLS AYE. RRIDGE REPLACEMP.NT 864002 64 �4LgTj4t1_QP_SQ�}c R A DE .IH4Y$l�1:_3y 198 1 j A subgrade trismar is not raquirod on this proi,:ct but all Portions of section 2-03 of the standard specifications shall apply as tLough a subgrade trimagr rare specified on !his project. PAVE4RNT REPAIR Dum to uns=able areas of pav•emant , c-r' ain areas outside the limits of roadway excavation specifically in the vicinity of Sta. 4+80 and Sta . 5+62 shall be excavated and recompactad. Thi recompaction shall b? accomplished in accordance with section 2- 03. 3 (3) of the standard specifications. In the evert that the material so is u^,u?-xb1= for backf111 cnrpos4s, the excavated zones shall be hackfillad with gravel borrow and the backfill compacted it,, accordance with the above-noted specification. Surfacinq and navinq of thaw zones shall be accomplished using 6 inches compacted depth ATB plus on 1-1/2 inch lift of ACP Class D bafara commencinq placement cf the cverlay as specified for this and the adiic-at areas. Me l suraaent and pa ymen: for th.a removal of the zor s, regardless of �ha material encounterel, will be made par cubic vard for the item "Roadway Excavation Including Haul". Backfillinq , surfacinq, and paving will to measured and raid at the unit contract prices for the respective bii items inv,)lvad. PI�44�3&_4P_SUjig�7S MATERIAL A waste site has not bean provided by the stita for the disposal of axcgss materials and deb:is. ."ST'�,�Jj$P,N�FNj_QI'_RQAOwAY EXCAVATION AhD EMBAVEMENT ��4Yfll�Q[_�a_79,f�tj Only one determination of the original around •lvatian will be mada on this project. M-asarament for roadway excavation and embankment will be based on the original grcuni al> vations racordad previous to th- ward of this contract, And the alignment, crofiIa. grade and roadway section as shown in the plans And as stak>l by the Enginaar. Control stake3 will be set dgrinq construction to Provide the Contractor with all essential in_ rmation for the construction of excavation and embankments. If discrepancies Ara discovered in the ground -levations which will materially aff+ct the quantities of earthwork, the original computations of earthwork quantities will ba adiusted accordingly. 'TY OF R£NTON %9LLS AVE. BRIDGE REPLACEMENT 96w002 65 Earthvork quantities will bi computed, either ainually or by means of electronic data Pr3c?3sinq eguivm?nt, by use of the average anP area method. Copies of the ground cross-section notas will be available for thi bi.ddervs inspection, before tha op4ninq of bida, at the office of the Prolact Engineer and at the District office. 4von award of the c0r.tract, copi?s of the original ground cross- se--lions will ba furnishad the saccassful bidder on requast to the Proiect Enoinaer. �44l��_4!_llAT�grncs leLIlIl�_1��!9821 No source has bean Provided for any materials necassary for the construction of this improvamgnt. The Contractor shall mike his own arrangements to obtain the necassary materials at his own expense, and all costs of acquirinq, Producing and placing this material in the finished work shall be included in the unit contract prices for the various items involved. 1i112ki_NG-ra_l,L^N_F,R THAN STATE Nf,NwAYS 1d513_ 14�_1 9H jl Section 1-02 of the standard specifications is supplemented by the following: If the sources of materials Provided by the Contractor necassitatss hauling over roads other than Stat• Hiahways, the Contractor shall, at his own cost and exPats;. meka all arrangements for the use of the Haul routes. 1L4v�l t9H1l The Provisions of section 3-03 of the standard specifications shall not apply to this contract. Site -eciamatior shall be performed by the eontractina aganev or. all sit.zs furnished by it. On si'es Pro ided by the Contractror, and where required by law , th> Contractor shall obrain a surftce siting operating permit from the Department of N?'Ural Re sour r�-. Prior to COmmen"ing operations at the site, the Contractor shall furors!: evidence to the Engine-ar that this requireaen' has ba•ar, met. _ All Costs iPv01yi7d ir. Complvinq with the reguiremsnts of an operdt l-L4 Permit acquit?d from the D3partment of Natural Fescurces for Contractor-provid=.d sites shrill be considargd incidantal to the materials to b,? produced from said site (s) . CITY OF RENTON WELLS AVE. BRIDGE PEPLACENENT A6YO02 66 E]P41T�_P4P_EiT_2EEPATIONS IN KING COUNTY 1 t1Q y2144 r_2a_12i1?L The Contractor is advised that th? County of Kifg say raauire the Contractor to meat any or all of the following listed eorditions before considarir-q issuance of a temp7rAry permit for pit operations within King County: 1 . Sacgrity fercas Ind locking gates snall b'I installe3 wl: era deemed nacassary by the King County Deoartment of Building. Cable or wire gases are not Acceptable. 2. Hours of operatior. shall be limited to : 7: 00 a .m. to 7:00 p.m . 3 . Acc-ass roads shall be imncoved and mairtair.ed to the sac is fact:,in of th! King Canty Dapartmart of Public Works. A haul road agrsemsnt for County raad mairtFIlanC9 may be required. All roads shall be swept ar.d/or washed by the arplicant at his experse As often as th= Dsnartment of Building de?ms r.ec=ssarv. Proprrty shall have func*ional access to ar arterial level Street. 4 . All operations will have to b� approved jv King County F ood Control for 9rai.nave plans, We st.i nq ton St a7v Depart mert of Ecology aad Pug=c Sour9 Air Pollution Control Authority. Those provsrti >3 rear or adiac•-r.t to any wa�.er body must have written approval from the State of washinaton Dapartm ?nt of Fisheries. Ob• ain a mi'ling reclamation p:!rmit from the State of Washingto^. DePaCtmenc of Natur31 Resources for sites in ?xc•?ss Of two acres or involving 10,000 tons or more of excavation. 5. No stockpiling of foreign excavated met?rial is permitted on the site except for those macarials '0 b. used in tha land rehahilitaeion of the subiect property. 6 . No signs other than siga r�?quir_l by ChiDter 24. 42. Kira County Zoning Code arz authorized as a result of the tenporary permit. 7 . Plans r-cuired : CITY OF RENTON WILLS AVE. BRIDGE, REPLACE,4ENT 86WO02 E,7 a. �f:i i� 73_11�i_115«S sit= Siz=: lass than 10 acres 1 inch. = 50 feat 10 to 100 acres 1 inch = 100 feat over 100 acras 1 inch = 200 feat b. CgDtquCs show axistinq and DrOPOsad contours at 5-foot ir.ter vAtIFt. If existino and Proposed contours are suverimposed upon one anothar it must be clear is to which is which. Plans which ir.cornorat.e a scr?aninq Piocess may ua required ty the County to distinquish said contours. Finishsd contours mus' show how the proDarty can be used !inder the existirq zoning . Plans showinq daylightir,q of rroD�rty to road grads or blow with high 2: 1 slope wills will no loner be permitted within :h3 N. J. or G Zon e5. The plans oust contain lirge terrac ?s which will permit the lot sizos and roads that are Dermitted within -ha zone. c. S��jen.s Show a minimum cf tw3 s-ctions in Nach di-- action. d. ftaxX mim_sl2a Cuts stay_ riot be sr -eper in slone than. two horizontal to ono vertical unless th, ownLar furr.ishas a soils anginsi-rin0 or an angineirinq geology report Certifyinq ` that th- sits has been invastigated and indicating chat tho proorsad deviaticn will not endangar anv private Prouirty or r_sult in the de4position of dabris on any nublie way or interfere with any =xistinq drair.aga coursa. a. Fill—Sl2p°3 No fill shall be made which criatas ar, t-xposed surf-ice steAoar in slope than, two horizontal to on*, vertical. f. BAnCh_3_3&_�IgP3.§ Therea shall be a 10 foot wile bench sloped into the hillside For evary 50 feet in haight. q. 2gtblx2ks Material and vegetation shall ba left in its natural stat m 50 feat from any FP. A, S, or R zoned prop+rty: 20 'loot setback which includas a 6 foot high nlanted berm alonq any public right-of-vay: CITY OF NEKTON WELLS AYE. ARIAGE REPLACRIlENT 96W002 63 20 faet from M, n, or Cc: zon-d prop--rty: 10 feet from QK or FN zoned property. Plans shall show *vpe of vegatatior existing within t..ha buffer zon:,j. h• PSainn.am All drainage `acilities shall bi d-i.:igned to cagy s-jrfaca wat Erg to the nearest rractical strut , storm drain, or natural water-coursd. Adequate proyisiOr shall be mada to prdv-nt ary surface waters from damaginq the face of an 4xcavation or fill. A11 slopes stall hd protected from surface war>ar runoff from above by barm.s or swales. The Contractor is furth-r advigRI that King County may require conditions which are in addition to the torpgoin.q list and that the County may reiect permit applications at its disc=at:on because of the proposed operations proximity to scFools, residential neighborhoods. hospitals, arterials or for other environmental condi•.ions. When they are discrepancies betweer. the requirements of the state and the County the vote stringent Specifications shall apply. Should the Contractor fail to comply with at', raquiraeents of a temporary permit obtairiad in the status name. •hc- state will take the necessary action to ma.< these requircments and any costs incurred by the State will bo dadgct?d from aoniAs due or to become due the Contractor. D,�PglI,�TPE�T&p_BAS E .UpLil.29._11 y 01 For the ourpOS,,4 of a Pavinq asphalt r?vision ggdntity c_mputation, the oavinq asphalt `.:!. the, asphalt treated base will b- measured by tha ton with the quantity dat�r®inad from Productior, data. Tha State reserves the right to oaks random checks of the gross and tar= weights of the transport >quineent At the time of 1PliverV, as w ?ll as maasuriag the Pavino asphalt volume it the storage tank prior to and attar the deposit from *he transport var.ic14. ��j�j,jr�_A�ENT_�SP_P.CIFICATIONS 1p$S�gltilfi_27j_1�8�1 If a recvclinq aqunt is ur.-d on -his contract, it shall m*et the following sp4cification for the grade dssignate9 : CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT Abw 002 69 WSOOT SP::CIPICATtON FOB NOT MIX RECYCLING AGENTS1 ASTM Trst RA 5 RA 25 Test Mathod Min. Max. Min. Max. ------------------------ viscosity d 1400P. D 2170 or 200 800 1000 4000 cs D 2171 Plashpoint COC, of D 92 400 --- 425 --- Saturates, wt . ! D 2007 -- 30 30 Specific GravitV D 70 or Peport R-3port D 1239 Bt;t1�s14���1._fLsa_B�� D 28722 viscosity Ratios -- __ 3 __ 3 Weight Changa 4 % -- __ 4 _ 3 The final acceptance of recycling agents seetina this specification is subject to the compliance of the reconstituted asphalt blends with currAnt asphalt specifications. : The use of AST!! D 1754 has not been studied in the context of this specification. however , it may be applicable. In casas of dispute, the raferencA method shall be ASTM D 2872. RTPC Viscosity at 1400r, cs 3 viscosity Ratio = ------------------------------- Oziqital viscosity at 1400P, cs w CITY OF RENTON WELLS AVE. BRIDGE RP.PLACEMENT 86WO02 70 WSD;;T ; PFC1 Fl CA-, "ON FOR OJT MIX PECYCL1Nr AGENTS1 AST Test RA 75 NA 250 RA 500 T+st Mrtho9 Min. nax. Min. Max. Min. Max. ------------------------------------------------------ ---------------- 8riaiaal_T_=� viscosity A 11600F, D 2170 5000 10000 15000 35400 40000 60000 cs or D 2171 Flashpoint COC, OF D 92 450 --- 450 --- 450 --- Saturates, Vt . % D 2007 -- 30 -- 30 -- 30 Sp-cific Gravity D 70 heport Report Ryport or D 1298 P3$i�9&-T_tt_112k_ETPC tl 28722 visc^si•v katiox -- -- 3 -- 3 -- 3 Nei Change a Y -- -- 2 -- 2 -- 2 The final ;CCID,arc? of recvCling agents maeting this s Pd Cif icatlor is subi3ct t0 the CCmp'ia^c? of 'n- rQcoustitut2d asphalt h1gais with current asphalt spaeiticaticrs. a Thp use of ASTM D 1754 has rot b ?n studied in the context of this sp9cification: how=v-: , it may be avplicabi IL CaSeS 9f dispute, the rafir?i.ca ■athnA shall ha AST9 D 2872. RTFC Viscosity at 1400F, c; x Viscosity Ratio = -------------------------------- Or'iginal viscoaity a- 1400P, cs .112JU P-01DATION AdD SrAnTLIiv OF ARCYCLED AS0i,ALI CONCRETE 111br&.bAA-19d 51 Should the Contricaar _1?r '' t •a r?cvci_ asoh'.lt irt,riale, tha iald silt requirsm?nts and th_�grldltion for the U.S. R200 Si?va for •ha asphalt concreti fot 1)11c-mint in area, other thar tn.a r.itinq ccurs, of travell?d lanes, as shown in sectioe 9-03.0 (6) the standard sm cificat:ons art? r:vised as follows: Pa a si Lq 9a.5AA299 53'1�51�: 50%- 60% recvcled na•�rial 3.0- 8.0% waiv>l 61%- 70' racycl�d eiterial 3.0- 9.0% wq;.Vwl 7119-100% recvcl?d sek <:rial 3.0-10.0% Waiv,d CITY OF RENTON WELLS AVE. BRIDGE h6PLA-F7ENT Bb WOO 2 71 Tha stabilometer test value shown in section 9-03,A (21 of the standard specifics+.ions is revised to he a minimum of 30 whe: +he asphalt concrete contains 50 0arcant or mor- recycled satarials. 113PjA1T_S0j;J!gTF PAVEMENT .LAE=11-2q. 14151 This work shall consist of plant-eyed asphalt cor.cr�te placed on thp prepared surface in accordance w'.th theca spoci3 l provtsiOns aLd the applicable requir;-moats of. section 5-04 of the standard sp9cifications. The Contractor anal1 gave the Option of utilizing asphalt coacrata rseovad under this co*,t_ar.• , if Any, or old asphalt concrete from an existinq stockpilm, o: suOplvlr,q all aaw materials in the production Of the asphalt corcre• a 01vemant or any aPP:ovad cosbiration of the foregoinq. if rvaovei :oa an xistinq stockpile, th• old asphalt concrete to be used must ve gniform in I radation, asphalt content, and asphalt viscosity. if not from an identifiad and approved source, the aggrsgStas eu.1t mE-t dagrv4a'.ion and hardness requirements. Should tha Contractor elect to use 10% or lass of racvclvd materials, the reeveleA ■atarials nand rot he unit Or." 4s loni as the asphalt coacrete meats the aaecif?catiota for the class specified. It asphalt concr>te p:anings o: old asphalt concrete ar+ utilized in the production of asphalt roacr- . , th*v shall be mixed prior tc antsrinq the sirrr so that a uniform and thoroughly mixed asphalt concrete is vroduc-d in th--e mixer. if there is evidence of the old asphalt not brRakirq down durinq the heatinq aLl mixirq of the asphalt concrete, the Ergin3rr may =tact to modify the maximum size enterinq the mixer. No COLT.amination by dslete:ious eat>rials will be allowed in the old asphalt corrrz:N used. The new paying asphalt (AR-4000W) shall meet the specifination requirements liatrd ,n sectice 9-02. 1(41 of tha standard specifications. The gralation for the new mineral agaragata used in the vrcluc-ion of the asphalt corcret_ shall be the r.-sponsibility of the Contractor, and when can ir.ed with recvcled material, if any, the combi:e3 material shall qo +,he gradatian specification r4quirav-nts for th ; specifies Cl?ss ACP as li3t4d it section 4-03. 8(6) of the standard sp-�cificaticrs or as ;howr. in thes=. ;p&cial provisions. Th± caw mineral agarigato shall meFt the general requirements listed IT, - section 9-03. 8 (1) of -ha standard specifications anti shall meat the appropriate ,ricture ar.d sand am;ivalent raquiras.n`_s as lis-i in section 9-03.8 (21 of th standard specifications. The recvclir.q aq-nt Gelect?d by the contractor shall me=t the Rp4cific3tl On r=qulr?ants Uzi- -id =1s?whara in thas:: Spec S C is 1 ProViSions for the grad? :1^ CITY OF RENTON WELLS AVE. BRIG? 4FFLACEMENT 46WO02 72 when old asphalt eencr-te is prcoo5e9 for inclui:,on ;n the six (eith4r from materi,.s ohtair.-md from this Droiac- Or an exi3tit,q 5tOckpile) . the Contractor shall submit his design for approval, inclu3in'; representative samples ;.akin :n the presence of the Etginser, anal the aDDrOxi mats proportions of the various mdterialt (oli as p:)alt concrete, new 14grwga-e, r2Cyclinq agent, new pivirq asphalt) to be Used. Upon tentativ- approval Of 1D;rOximatP proportions proposed by the Contractor, th4 mat 'rials will be proportioned tOgothar for a Job six design. App.-ovaI of the six design shall ba bis?d upon meatinq tha SPPcification roquiremetits of saction 9-03.3 (2) of the standard specifications for th- sp-cifl3d Class ACP Or as shown in thyse special provisions. In addition, for six a4sign approval, the blend of recovered pavinq a,phalt plus recvclinq agent in3 additional Paviaq asphalt shall mac& the reggirasents for AB-4000U it accordanc> with s*ctior. 9-02. 1 (4) of the standard sOScificaticna. The Contractor shall allow 15 workirq days for this approval and dasian once the malarial has haen received at the lateriali Laborat,3ry. Additional time say he raquirad if *hP proportions will not make an adequate design, as dets:minPd by the F.ngir ?�r, or if the Contractor requests more than one rejuvenator or paving asphalt source approval. The Contractor is also advised that production of th3 asphalt concrete shall not commence until the Job mix 1-sigr, has uepn �atablished. Asphalt concr-ete paveman`. Class R** 9 and asphalt treated base *�• will he measursi by the tor, with no deduction bsi^q made for the Wight Of the paving asonal• or any Other component of tha ■ixture. For the purpose Of Pavinq asphalt revision quantities. if any, the naw paving asphalt and recyclinq agent , if any, will be m?isured by the ton with th> quantity d,)te-mir.ed from production data. The Stata reserves the right to make ra^i3m checks of th? gross Ind tare weights Of the transport Pgnipe4 at rt thc- time of d 'liVerv. as well as measuring the pavirq asphalt Volume in the stotagv tank prior to• and after the geDosit f:o..n the transport yobielP. The unit contract price- (si w r •on for *** "Asphalt Treated Base Inclndinq Pavinq Asphalt" and "Asphalt Corcr>te Pavem-nt Class 8 Incl. Pivinq Asphalt" *** shall ba full cOmPinsat_on for furnishing all labor, aanipmsnt, tools and matarials, including +h= cost ibyOlvad with the furnishi:.q of reevclinq agaut, it any, itd the firnishirq of paying asphalt, necessary to product- anj placa the asphalt concrete piyement as specified. BE@T@3ST24lI;i�N dECYCLING OF ASPHALT CONCFETE PAVEMENT dHll-21._19911 The use of more than 10 percent of recycled material in the asphalt Conereto pavement for vAirina course, In the travell?d lines on this project will not be permitted. CITY OF RFNTON WELLS AVE. NhIUGE PEPLA--E3ENT 86WO02 73 PAYING l MLL12A�19n1RYItiION Should the amount o- new paving asphalt and racycliLl agent, if any. incorporated into th= mix vary by Mori than 1 0. 3 Parcynt of tba amount datermin-i from tfca mix design when shown alsawtjecs, in thea-� spacial provisions, an adiustment ir. navmar.t shall be ■ad:. If th�r � is no asphalt CO'It 2nt shown in the spacial provisions, or if the Contractor furn.shes Aqq-*gates for Job mix design :hat require a different asphalt content thjr thet short, in the spacial provisions, a new asphalt. consent shall i+a as-anlished and used to calculate the adjustment varying from t,h.. Jcb mix design by Nora then 1 0. 3 pert-*nt. The adjustment in pavN>at (plus or mina.;) shall b? based on the invoice cost to th= Contractor P.D.B. a, the project sits. A new contract item, ?avirn Asphalt. Pevisiou, will be establish+i for material var• inq fron the apprcoriata mix *+sign by Mora than !0. 3 Perc9nt. 27gPACE-M-01Nss3 FOR ASPHALT CONCWRTE PXVSMPWT -220jLD l-Zia—"$.11 The second "mart! of sec-ion 5-04.3( 11) of the standard specifications is am=rd-rd to prcvid= that th? c,)api5ted surface shall not vary Mora that. ti4 inch from the lower alga of a 10-foot straightedge placid or. :ha surfaca Parallel to cantirline, f�AiHE?INSi_e�Pb►1L1 CONCHPTE PAVFMF.NT 11+20=Mh21-2.- 9Q1L Wh?ra directed by the Lnoirear , the Contractor Shall teather th4 asphalt concret? paver?:t ')Yerlay in a Mann?r t0 oroducd a Smooth rilinq connection to th> existitg paves+nt. Asphalt concra oavem?nt ClesS ««+ B •■■ , utilized in th? construction of -hr feathered connec•ions to existirq pavamant, shall be modified by eliminating tha coarse aggregats from the Mix at the Contractor" plant or *ha cpmma-cial source from which the Contractor obtains tke ■ix er by rakitq t.hc joint on the -oadwav, to the S&tisfaction of the Engir.aar. All Costs aad axpersas in connection with providing, placing ird feathering the tsphalt toner«ta nay?m_nt shall be incid-ctal to at.d in:ludad in th - n?it cDntrac- Pricit per ton t0- *«« n%sphalt Concratc� PaveNer.t Class B Incl. Paving Asphalt" s••. CEMENT CnMC8?T2 DPTVEWAY THREE nAY To kasp local acc?cs dalrys to a minimum, all drivaway3 shall bg constructed with concrQte with a design aqe of :ere- days. such driveway ;_was that are coinctd?nt with ciment concrete sidevalk will he paid it th? unis contract trice per square va,rd for wcament Cor.crat: Drivewav 1 Bay". FO Divaent will ht mada for si'lewalk in those arms. CITY OF RPITON wELLs AVE. BRLn';L. nFPLACFMENT 86VO02 ?4 REINFORCED CONCRETE BRIDGE APPROACH SLAb The reinforced concrate bridge aunroach slabs to be constructed on this Proi3ct shall he constructed to the dimensior.s shown or. the Bridq,4 Layout she?- of the plans 3r an elevation to match the adiacent structure. The roadway ecd of the approach slab shall Fe constructed normal to the roadway center line . All steal ie •ha ton mat or which tiHS into th> top mat shall he =.poxy-coat. ad in 3cccrdanc3 with section 6-02. 3 (20) H of th> standard specifications. The Standard Plan showing the concrete bridge approach Slab shall he used a n 3 mcdifiad as necessary to accommodita the grata inlets at the bridge ends if required. A 1/2- inch expansion ioint filled with 1/1-inch oremoldad ioint filler to the full depth of the approach slab shall be constructed between th= approach slab and th? adiacant bririga retaining walls and grata inlets. The grout required for the and anchor Type 1 shall b- Masterf.low 713 ;rout, Sat Non-Shrink grout, Fire star grout, or equal. Th3 depth of crushed surfa-7inq 70P course to be placed under the reinforced concrate bridge approach slabs shall ba 0.20 foot (compact=d) as shown in the Standard Plan. The unit contract prices ocr cubic Yard for "Concr-ta Class A For Bridia Approach Slab" and Par Pound for "Epoxy-Coated Stael Reinf. Bir For Cement Conc. Pavement" and "Sta,�l Rainforcinq Bar For Cement Concrete Cement" shall be full Pay for furnishirq all materials, labor, tools, and aq,iipment nec.3ssary to perform the work as specified. All costs for providing, placing, and compacting the crushed surfacing top course shall b, included in the unit contract price per cubic yard for "Concrete Class A Fcr Sridq± Approach Slab". SB4��L�SZ_�a_19911 The attached log of t3st boring sheets are reproductions of the original Log of T-e• Boring for the test holes indicated on the **+ Brill -n Layout Sheet *** of the plans, REnovING EXISTING STBOCT7NF. All portions of the existing structure sh3ll be removed down to 2 feat telow the finish ground lino and all portions of the existinq briiga which interfere with the new work .;hall be completely removed. The Contractor shall submit to the Engineer for approval the method of bridge demolition. Demolition of the bridge shall rot commence until such aorroval is given in writir.q. Explosives shall not be used in the demolition. All material -o be removed trim the existinq bridge will become rho. Property of the Cor.trictor and shall be removed from the site or otherwise disposed of as approved by the Engineer. CITY OF RENTON YELLS AVE. BHIhGF, REPLACEMENT 86Y002 75 r F4, The lamp Film Contract Price for #'Removinq EXistinq Bridge" shall be full pay for all costs ir. ccnnectior. with removing and disposing of the taterial as notad ir. the Plans and in accordance with these specifications. No plans of the �xistinq bridge are available. 1L2 �3f._7.a 19911 At Points where pressure reaction and movemen4. may occur, such as at bends, toes and Plugs, the water pipe shall be properly braced or blocked as shown iL the plans prior to Pressure testinq. Durinq pressure t=st periods, at locations where permanent blocking is not reaui red, thA Cont.ractic shall furnish and install temporary blocking that is recAssary to prevent longituainil and late-ral movement of the pipe. All temporary blacking shall to rAmoved by the Contractor after the pressure testing of the pipe is completed. The Contractor shall submit detail Plans Pf the temporary tlockinq to the Engineer for approval in accordance with section 1-05. 3 of the standard Specifications. All costs in connection with furnishing materials for, installing and removing the temporary hlockinq shall be incidental to and incluied in thmi *** the unir contract prices for •ha bid items involved. +rr GALVANIZING After fabrication all surfaces of the support angles, brackets, bolts , and cradles for water line hangers and the support angles and panels for the access doers shall be qalvanized accordinq to the applicable ASTN quidelir?s. All costs for galvanizing shall br includAd in the applicable items of work involved. r11t,jarz .*_12�6 The Contractor shall furnish and place grout **+ bearing pad seats **+ at the locat ons shown in the pleas. The grout shall have a minimum *** saven *** day coePressivr strength of *** 4,000 *** psi as determined by tasting grout cub-s in accordance with AASHTO T 106. The grout may be prepackaged grout or it may be produced using Type II Portland cement, fine aggraqate Class 1 and water in accordatca with the standard specifications. If the Contractor elects to use a prepackaged grout, hA shall submit a a sample for testing and approval by the Engineer. The Contractor shall receivA approval of the engineer hefore using the groo.t. CITY OF RENTON WELLS AVe, f'"rDGE REPLACEMENT 86W O02 76 If the Contractor elects to Prodaca the grout using a Tvpe II Portland cement, sand, and water, ha shall submit his mix proportions and coafirminq test data for approval by the Engineer. The Contractor shall receive approval of the Engine=r h-fore usinq the grout. All costs in connection with furnishirq and Placinq the grout shall be included in the *** lump sum contra_-' price for "Superstructure - Wells Avenue Bridqe" ***. WELLS AVENt)E BRIDGE 3?s1Y_2��_39PZL This item of work shall consist of furnishing all material, labor, tools, equipment and incidentals necessary to construct and complata! the superstructure of *** the Wells Avenue Bridqe *** in accordance with the standard specifications, the plans and these special provi si on s. *** Water ling hangers, sidewalks, conduit in sidewalk , traffic barriers, railinq Type A, and access doors *** shall also be included in this i-am of work. *** Bridqe lighting electrical cor.du:. t, the reinforcing bars axt911dinq from Pier 2, and water pipes *** shall he excluded from this item. Tha superstructure contains approximately the followir.q quantities of materials: Concrete Class Ax Special 515 C. Y. Conctete Class B 46 C. Y. Epoxy Coated S'_ael Rainforcinq Bar 39.250 Lbs. Steel Rainforcinq Bar 126, 900 Lbs. Elastomeric Bgar'_rq Pad b Each Water Lin- Banger 15 Fach Railtnq Type A 234 L. F. Access Door 4 Fach The quantities are listed or.lv for th? convenience of the Contractor in de*erminina the volume of work invclvad and are not guaraataad to be -curate. Thy prospect.iv = bidders shall verify these quantities bet . e submittinq a bid. No adiustments other than for approved changes will be mad= in the lump sum contract price for superstructure even though th- actual quantities raquired may deviate from those listed. The lump sum contract price for **+ "Superstructure - wells Avenue Bridge" *** shall be full compensation for all materials, labor, equipment and fouls n. cAssary to construct and complete the superstructure in accordance with the plans, these special provisions and the standard specifications. CITY OF RENTON WELLS AYE. BRIDGE REPLACEMENT 86W002 77 -Mgv_2mbgZ_2. 199 1 i For the purpose of navmant, such bridge items as y•• pre-■clded Joint filler, nonmetallic drain pipe, exranded volvstvrene, pour ad rubbir, •+• atc. , for which therz is no Pay item included in the proposal, are considered as bridga minor items. All costs ir. connecrion with furnishing and installinq the;? bridga minor items as shown and noted in the plans and as outlined in these sDacificatione anJ in the standard specifications shall be included in th? ►•■ lump sum contract Price for "Superstructure - Wells Avenue Bridg9" . �'M• ?$jAjNINCZ lAU5_-PRECAST UNITS Lgv?"�U 2 - 19111 The Contractor may employ the use of precastinq techniques in the construction of the reinforced concref- —taininq wally shown and note) in the Plans, Providinq the m-athods for Pracacting, handliaq , installinq the precast units and th- method of Providinq watertight Joints ar.. submi**ed to and approved by the Engineer. RETAINING MALLS, STAIRS, AND RAMP Reinforced concrete ritair.inq wills, barriers, stairs, and ramp shall be constructed at the locations shown in the plans it ccnformanca with the plans, these special provisions, a.,.d the standard specifications. Class B concrete shall be used in the construction of *he retaininq walls, ba:rierc, stairs, and ramn. Air-entrainment shall be used for all concrete above the finished ground line. ReinforcinV steel shall be ASTM A 615 , Grade 60. The unit contract prices per cubic Yard for 'lt-onervte Class B For Wall" , "Gravel Backfill Eor wall", and "Structure Excavation Class A Includir.q Haul" , per pound for "Steil Reinfor^ir.q Bar For wall", and the lump sum contract price for "Shorinq D Crib. or Extra Ex. Cl. A For wall" shall be full PA for furr.ishinq all labor , materials , tools, and equipmgnt necessary t3 c:,mplrte the walls, barrier, stairs. and ramp as specified. Comoensatior for "Furnishinq Cast-In-place Concrete Pilinq 70 Tone, "Drivinq Caste-Ir-Place Concrete Pile 70 Ton" , "Brick Sidewalk Pavinq", "Sandblast Finish", "Railinq Tvpa 8", ar.3 "Railinq Tvve C" shall be as specified alsawhare. ELECTRICAL CONDUIT IN BRIDGE STDEWALK Coniuit of tha kind dad iiametir specified in the plans for installation in the bridge sidawalk, including the 2-inch schedule 80 conluits leavinq the Type 2 Junction boxes at the bridge ands, will be measured by the linear foot for the actual length of complatad conduit in place. CITY OF RENTON WELLS AVF. BRIDGE, 8EPLA.:-.9FNT 86W002 711 The unit contract price p,2r linear foot for "Electrical Conduit., shall be full pay for all costs in connection with furnishir.q and iastall'_nq the 4-inch diameter schadula 40 PVC conduit, the 2-inch diameter schedule 80 PVC conduit, expansion fittings, and Tvpe 2 unction boxes as shown and noted in the plans . SeOiNSo�PeT�r'_�Ir�aSS_�X_S PECTAL 14gt41?eL_ZL_lyA.�l Concrete Class *** AX special *** ;hall to proportior.,d tc produce a concrete which shall have a minimum compressive strength of *** 5000 *** pounds per squar- inch at the aqe of 28 days. The standard specifications shall apply except as specifically modified by ` his special provision. 1959 1s}A All materials shill meet the requirements of Divisior. Y of the standard specifications. 1. Portland cement shall be Tvpe II. 2. Coarse aggrsqate shall h' gradinq No. 5. 1. Fins aggregata shall be Class 1 . 4. Flv ash (optionall shall meet the requir^Monts :)f section 9-23. 9 of the standard specifications. Efi43?4LS1QIl3,1H_h4S'�1d15 Concrete for this class shall, 1. Contain a water-reducinq admixture me6t4n4 AASHrO M 194 Tvpe A, D or F. ?. Be air-entrained, 5 percent * 1 1/2 Pi.cer.- . 3. Have a maximum slump of 4 inches, 6 inches if a tYo? F water reduc>r is used . Q^�13L._Pxgg;�?�Q11t s The Contractor shall design a mix the- meets the sp?cifiad strenqth requirements in coaformanCe with ASTM C 94 , Section 5. 3, Altarnate Number 2; Section 17, and Table 4. The design strength criteria shall be ultimate strength per paragraph 17. 5.2. A coefficient of variation of 20 percent shall be assumed unless the supplier can iustifv a lower value. A minimum of 30 sets of cylinder breaks, each set from a Siff-rent harch of the same proposed mix design, are r-quirad to 4stablish a coefficient of variation. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86WO02 79 The mix shall ba auprovad by the Er.94neer and verified by submission of ingrediNnts and tasting of specimens made from the six prior to usF of this class of concrete. ASceptalcs Acceptance will he accordirq to ASTM C 94 except as modified below. section 17. 2 is modified as follows: One strangth test is a tast of ewo cylinders and a test shall be rur on each 50 cubic yards of concrete or fraction Chareof. Sgetion 18 is modified as follows: The quantitv of material reDresentea by a strangth test Shall hs subject to the following pavment adjustment, applied as a deduction from the unit price: Payment %djustm-nt = 0. 0005 (f'e-fe) u. p. f 'c = deign strangth of concrete fc = concrete strangth at 23 days as 1etermin3d by ASTM C 94 U. P. = unit contract vrica pat cubic yard for the class of concrato, involved. Thera the Proiect specifications dasigr.ata payment for suP-3rstructur3 on a lump sum basis, tha unit pricy of concrete shall be taken as $300.0J per cubic yard. If (foe-fc) is less than 60 psi, the material will be acceptml as being in reasonably close conformity and no pay adjustment shall apply. If the (f' cfc) value is between 60 1n(I 500, the Engineer may require correction or ha may accept tha material at a raduced Price. If (f'c-fc) is greater than 500 , the Engineer may: (1) Require ccmPlet�- removal and replacement with saecification ma*arial at no additional cost to the State; (2) R3q uire cofrective action to bring the xaterial in �o reasonably Close conformity at no additional cost to th? State or : (3) Yhare the finished product is found to be reasonabl, and aceeotabla for the intended Purpose, the Contractor may leave the material in place with an appropriate Arica adjustment which m;v rangy from no pa Mint to that which CITY OF PENTON YELLS AVE. BRIDGE. REPLACEF42NT 86Y002 80 would hav, ocr.urr d had a: vdIastmant been made where (f'c-fc) was equal to 50C. eaxr�nz All costs in conr ctian with furnishing materials for and placing the concrete shall be includ?d in the lump sum contract price for «�4 °SupErstructure - wells Avenu? Bridge^ C4��f<�F��_M�X��S_IN�ORPORATING FLY ASH 121kD VIE I_27a 19861 Concrete mixes incorpora`_inq fly ash may be utilized for all classes of concrete, unless otherwise noted in *hese special provisions. mix Proportions will be subject to approval by the Engineer and shall ba is compliance with the followinq conditior.s: I. Fly ash may be used to replace up to 20 percent of Dortland cement at the rate of 1 1/4 pounds fly ash for Pach pound of Portland cement replaced. 2. cement rPplacsmer.t may be used subject to confirmation and approval of the proposed mix by the Engin-3r for concrete Class R when used in load bearinq portions of bridges, cult'=rts and retaining walls and for all ccncrate Class A and Class A% and other classes of concrit? spacifi-d in Lhasa special provisions which require a minimur compressive strength of 4,000 pounds Der square inch, or greater, at 29 days, subject to the followinu mix design requirements: (a) The Contractor shall design a mix the* mats the specified strength requirements in conformance. with ASTM C 94. Section 5. 3. Alternate Number 2, Section 17 and Table 4 . The concrete strength criteria shall be Per ASTM C 94 Section. 17. 5. 2 using the minimum compressiva strength of concrete at 28 days as listed in section 0-02. 3 (2) of the standard specifications. A coefficient of variatioc of 20 Percent shall be assumed unless the supplier can justify a lower value. A minimum of 30 sets of cylinder breaks, each set from a different batch of the same proposed mix design, are required to establish a coefficient of variation. A se+ of cylinder breaks shall consist of the average of two cylinders. (b) The mix shall be approved by the Engineer and verified by suhmis ion of ingredients and testing of specimens made from the mix prior to use in the proiect. (c) COnfirminq mix tests shall be made with the proposed Production agaregates, type and source of Portland cement and fly ash, and specific bran is and proportions of admixtures to be used in the project. The test mix shall be air Pntraired if required. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86W O02 R 1 E- 3. Cement rep lac amaTit ma be usad withogt further confirmation testinq of the proposed mix for concrete Class C, Class D . and Class DX and :orcrete Class 9 for apol:cations -3ther that those listed in Item 2. u. In makinq calculations relative to ceme-It factor or allowable water content, the total cementitiou:; material shall be considered to b:� the weight of portiand c�mant plus the weight of fly ash substituted. 5. All concrete of the same class within a structure shall contain the sam? proportion of tiv ash. As ar alternative to the us= of fly ash and comFnt as separate components, a blended hydraulic cement may be used. Concrete mad? with blanded hydraulic cement shall meet the requirements listed above. in addition. the origin and percdntaag of fly ash shall be certified on the cement mill Last. The hlendel hydraulic cement shall comply with ASTM C-595-83 Type 1P (MS) . Fly ash shall conform to the requirements of section 9- 23.9 of the Standard specifications. All costs in con ction with replacing portland cemanz with fly ash as specified shall L included in the unit contract price per cubic vard in place for the various classes of concrete involved. It the concrete is to bpi Paid for other than by class of concrete , all costs involved with replacinq Portland cement with fly ash as specified shall be included in the unit contract price for the applicable itam or items of work. MUETE SEALS --- Should Should rater conditions at the t_me of construction Ce such that in the opinion of the Fngi qzr seals are not required the Engineer may specify that the steals be omitted. In such case, the elevation of tha bottom of the footino as shown in the plans shall remain as shown and excavation shall proceed only to th- bottom of the fcgtings. No adjustment will be a.lowed in the unit contract, prices fcr concrete_ and excavation by reason of dry increase or decrease in quantities involved due to the del>tion of seals. Du^_ inq the placing of a foundation seal, tha elevation of the water inside the cofferdam shall be eaintaingd at a 13ve1 6 inches or more below the_ water el-vatior. outside in order to prevent any flow into the stream. CITY OF RENTON YELLS AVE. BFIDGF REPLACEMENT 86M O02 82 SANDBLAST FINISH Concrete surfaces identified as sandblast finish shall be subject to sufficient vet light sandblasting tc erode the matrix to a maximum depth of 1/8 inch, to match the surfaces of the existing Cedar River Trail wall. As noted in the, plans, thF surfaces to be sandblasted shall i: -lude the area down to 1 foot below fir.ishe3 ground elevation. To Prsvl�nt chipping or 3rodanq of the aggreaata, the maximum size of abrasive (sand) shall ba 16 grit, and shall be Pro Del 1ed by the optimum pressure to achieve the foreieino results. In selected areas on walls below final ground line, the Contractor shall provide the Fnain=er with a samrla sandblasted area for approval and calibration before oroceedinq with the balance of treated area. Said sample shall constitute criteria to apply unifarmly throughout the project. The Contractor shall protect all surfaces not sandblasted from splatter or other d.facament, and at the complet1On shall clean up all resulting residue sand throughout the project. The entire sandblasting operation shall comply with applicable local anti-pollution ordinances. Measurement will be by the square vary? of finished surface racaivinq the sandblast finish. The unit contract price pyr square vard for $$Sandblast Finish" shall be full may for furnishing all labor , materials, tool.., and equipment necassary to complete the sandblast finish as specified, including furnishinq of all grit and the sandblasting of the sample areas. WATERPROOFING CONCRETE SURFACES (CLEAR SEALER) Tha vatarproofinq clear sealer shall be applied to all exposed surfaces of the bridgq, s.E . wall, S. W. wall , iiwar wall, ana miidl? Wall, except for thA curb, silewalk, ramp, and roadway dack. The limits for appllcaticn to the existing and new lower and middle walls shall he from their baginnings at Cedar River Trail Ste. 2491 and Sta. 2+71 respactively, to their ends at sta . 5+ 43. All specified areas of concrete surfaces shall receive two coats of clear concrete sealer as shown ir, tt,e plans and specified in these special provisions. 74i.£iiis The sealer shall be eleir, co^taininq onlv methvl methacrvlata- zthvl acrvla+e cOPOLvaer lasins and solvent. Use of vegatable or CITY OF RENTON WELLS AVE. BRIDGE REPLA::EMEMT 86WO02 83 marine oils, paratfin materials, or stearatas ir. any part of the coatinq formulation will not bs permitted. The clear sealer shall be as follows or of a substitute of similar characteristics as apnroved by the Eniinaer. 1. Jarv`.etona Clear ; as manufactured by Jarvie Paint 1a%ufncturinq Co., 760 Aloha Street, seattle, waahington 99109, (206) 884-1040. 1lEP11'���4II All surfaces to b-, waterproof, d shall he claan, dry, and free of frost, scalinq, or any foriign substances. Al? curing agents or form releas_ agents must be compatible with thq clear sealer or must be removed. Ths surface must he clean-J or prepared in accordance with manufacturer' s printed ir.st'ractions. The sealer shall be ipolt?d in two coats is accordance with the manufacturer 's written instructions for apt,licatiot to concrete surfaces. saaler shall be applied only wh•an the air temperature is at or wove 500 F. It shall not be applied upon Lamp surfaces, nor shall it b applied what, the air is misty or otherwise unsatisfactory for the vork in the opinion of the manufacturer or the Er.ginear. For concreta surfaces like columns, retaininq walls, and abutments, the sealer shall extend a minimum of 1 foot below ground lire. The Contractor shall provide one pint of the waterproofinq clear sealer are at sample panel demonstrating the methods, Job control, products, compatilhility with form release aq=_nt.s, etc. , that will be used priot to orlerinq th? waterproofing sealer for usa on the bridge and walls. Tr lieu of a simple panel , a portion of wall or nridga concr?ta to be located b-ilow final ground may be utilized for demonstration purposes. The Contractor shall exarcisa care and us,- suitabla moans of apolvinq the sealer to prevant its ?ntry and the entry of other daietarious materials associated with the application of the sealer into the rivar. This provision will be cirsfully monitored by the Engineer and Departm-ir.t of Fisheri-is and will be strictly enforced. The sealer will be. measured by the amuare yard of concrete surface actually covered, ircludinq 1 foot below ground line. CITY OF RENTON WELLS AVE. BRIL-CE REPLACEMENT 86w002 84 The unit contract price per saver- vard for "Yat3r proof in7 Concrete surface Cl •ar Saalerll .,hall be full pay for turnisninq all ■atorial, labor, eauioment, and tools naceesary to complete the waterproofing in accordance with the plans and th%s= special provisions. FALSENORK AND FORMS section 6-02. 3 (17) of the standard specifications is supDl=manted as follows: All wood forms for the top slab of the box girder shall be removed from cells which have access, a=tal forms may remain in place. The falsework and-r Span 1 shall not be released until after the retainina wall above Pier 3 footing has teen construct .d and the area between the wall and Piar 3 abutmanr has been backfilled accordinq to the plans. If approved by the : ngfneer, rh,, Contractor may us-3 the surface of the fill between the wall and Piar 3 abutment as a forming surface for the bottom of Span 2 in th4 area above the fill. If the surface of the fill is used is a forming media, it shall be demonstrated to the satisfaction of the Engineer , that thp concrete will not be contaminated and that a uniform con crftta surface ind thickness car. be maintained Q 1/2 inch in 10 featl . concrete shall nct be poured directly against the fill . visquein or fabric shall ha used on top of the fill if the fill i; use' as forawork. Plvwocd forms, i£ used to form the bottom of Span 2 . shall be left in place. .iL+QLga.�_��_12©11 Before fabrication , thz Contractor shall furnish to the Engine-r 3 prints of all Ghov drawings required for this pros ect. Aft r approval, the Contractor will ba notified of the number of additional prints that may be :aqu:rdd . Driwinqs shall be of lettgr size, or of such dimensions that will fold into le+tPr size. CAST-IN-PLACE CONCRETE PILING 70 AND NO TONS 1 That third paragraph of section 6-05.3 (1) C of the standard specifications is supplemented with the following: Steel casinos for 40- ton bearing capacity cast-in-Dlace con creta Piles shall be driven with diesel, steam, or air hammers develcpinq not less thin 26 ,000 foot-pounds of energy per blow and CITY OF RENTON DELLS AVE. BRIDGE REPLACEMENT 06R 002 85 the ram of the dies>1 hammer shall weigh not less than 4,000 Pounds. Casinqs for the 70-con bear i..q capacity piles shall meat all the reg4irements of section 6-05.314) A of th- standard specifications and shall he driven closed jnded. section 6-05. 3 (4) A of the standard specifications is supplemNr :ad with the followinq: €L9.h* I-Pjlas Constant diameter pile casings shall b used with a minimra outside diametar of 14 inoh5s ani a minimum thickness of 3/6 inch. The Piles shall be driven closed ended. The panultimate paragraph of sac•ioa 6-05. 3 (4) A 3f the standard specifications is revised to read: The design of the steal casings, flar steal plates, and connection of the plates to thi casings shall ba submitted to and approved by the engine-r b-fore any casings h1wve been orlFred or shippad. E1�&_?lE_�L1�TIoN Ifl4S_�bsL_�a_19d1�„ The piling *** At Piers 1, 2, 3 , and the, middle wall *** shall be driven to tha specified bearing capacities, howevar, ir. each case *,he Piles shall be driven to at least the followinq tip elevations: P'--r 1 Elevation - 17 .50 Pier 2 Elevation - 11. 50 Pier 3 Elevation - 11 .50 riddle wall Elevation - 9. 00 DRIVING PILING Section 6-05 of the standard specifications is suvoiemantad by the followinq: The are in which piles era to ba driven are adiacent to highly i%velopa.i business and resit- r.tial areas including large apartment buildings. It is essential that vii.ration and noisa resultir.q from pilo drivinq ba held to a minla :n. LnlPss otharwisa approved by the Enqineer, vile drivinq shall ba uune during reqular daytime workinq hours. In complYinq with th? requirAments cf sections 1- 07. 16 and 1-07.23 (1 ) of the standard spic3.fications, it shall be the Contractor's responsibility to use a type of pile drivinq equipment and method of drivinq which will presont the least , possibility of damage to aiiacent nroperty. The Contractor shall Provide and usa vibration recording devices whenever drivinq Piles. CIT' OF RENTON ;EL ; AVE. BRIDGE REPLACEMENT 86w002 86 All costs involved to furn,sh and use vibratior recording devioes shall ,e included in the unit contract pric2 Per each for "Drivinq Cast-In-Place Concrete Pil- _ Ton". F�RFI �1rG�ilQ pjVING CONCRETE TEST PILES 1tl4o�mJ?�k_��?�a31 The Contractor shall furnish and drive cast- in-Place coccrate cast. piles at, the following locations or at location dF�signatad by the engineer: Pier 1 Sta. 8t4b. 5t One Pil? Pier 2 Sta . 9t53.0t on- Pila Pier 3 Sta. 9+80t one Pile The cast-in-olace concrete Last piles shall he driven in the location of permanent pi'-as and the number of Permanent cast-,-a-place concrete piles required for *his project has hoer reducel by *** three *+*. PILING The first paragraph of s?cticn 6-05.5 of the standard specifications is supplemented with the following: 13. "Furr.ishino And 0ria _ nu Cast-in-Place Concrete Test Pila 80 Ton", par each 14. "Purnishinq Cast -In-Place Concrete Pilinq 70 Ten" , per lines: foot 15. "Furnishihq Cast-In-Place Cnnerete Pilinq 80 Tor." , Per linear foot 16. "Drivinq Cast-In-Place Concrete Pile 70 Tor.", ner each 17. "Drivinq Cast-In-Place Concrete Pile 80 Ton", Per each The first s-ntsnce of the fourth Paragraph of suction 6-05.5 of the standard specifications is revised to read as follows: The unit rontract Price rp- linear foot for "Fgrnishiuq (Kind) Pilinq ;. . .) " shall be full Pa for furnishing thq piling snecified, includinq furnishing and installing flat stael plates. RAILING TYPE A Railing Tvoa A as detailed in the plans shall he constructed at the locations shown in cenformanre with section 6-06 of the standard specifications, and as supplemented by these spacial provisions. Templates shall he used to ensgra accurate placement of anchor bolts and ancF-- plates. CITY OF PPVTON YELLS AVE. BRIDGE REPLACEMENT 86VO02 87 Before fabricating the rrilipIs, the Contractor shall submit six copies of tho fabrication plans to the Engineer for approval . The approval of shop drawings shall be .nderstood to be an acceptance of the character and sufficiency of the details and shop processes and not a check of the dimensions. Section 6-06.2 of the standard specifications is supnl:�mentsd with the following: All portions of the railing Tvpe A shall be constructed of ASTM A 36 steel including the anchor plates. The railinq shall be ialviniz?a after fabrica-io)n accardinq to the applicable ASTM quidelines and painted in accordance with these special provisions. sections 6-06 .4 and 6-0h. 5 of the stardard specifications ary replaced with the following: All costs for furnishing and installing railing Tyne A shall he included in the lump sum contract price for "Superstructure - wells Avenue Bridga" . RAILING TYPES B AND C Railing Type 8 shall be constructed at the bridge ends and on the retaitinq walls at the bridge ends as shown in the plans. Railing Type C shall be constructed on the reap, stairs, ar.d retaining walls as shown in the plans. The Contractor may salvage and ruse the exlstina rail. Salvaged railings shall be reused only after inspection and approval by the Engineer. Railinas approved for reus - shall conform to the painting requirements as specified in these special provisions, except that the requirement for a prima coat is waived. All portions of the railing Types B and C a.d the pin,- sleeves for connections shall be fahricated of AST A 36 steel and painted in accordance with Chase 3necial provisions. The railinq Type B and all Pipe sleeves shall be galvanized after fabrication tccordinq to the applicable ASTM quid-lines. The Contractor shall v-�rifv in tno. field all dimensions (rail height , sv3cinq , intersactinq angle betwe-n rail pest and ton and bottom members , etc. ) Pricr to submittal of shop dtawinus. Dimensions given in the plans are only a guideline and should be regarded as approximate. Measurement for Type B and Type C railing will be by the linear foot measured along the bass of the rail from the outside •a outside of the respective rail limit; as installed. No deductions will be made for CITY OF RENTON YELLS AVE. 8RIDGF REPLACEMENT 86N002 N9 the spaces within the TypB B railinq nor the spaces witt.in the Type C railinq. The unit cc `tact prices per linear foot for "Railing Type B" and "Railing Type C" shall be full paw far furnishing all tools, labor, equipment, and materials nacessary to fabricate , galvar.i.ze salvage and re-install existing railings at the Contractor's Optloa. paint, and erect the railings in accordance with tha plans, these special Provisions, and th- standard sper.ifi^at ions. PAINTING STEEL SDRFACES Railing Typos A, R, and C. ?xpOsI?d stoat surfaces of the water li,ae support hangers within the limits of the brido-: (brackets, hangers, etc.( , and exposed steel surfaces of the access doors shall be painted . Surface nrenaration 31,1 pairtinq shall be it, accordance with section 6- 07 of the standard specifications excap` as modified in !hasp, spacial provisions. The paint sys •.am shall u9 the ureth -j mint systam previ011sly used by th? City Of Roston or. th- hiv2r5i1P Drive haadtaiIs and on the adlscent Williams Avenue and Houssr way bridges, or an apprcved equal. Prime Coat: TNEMEC 50- 330 , applied to a D.P.T. (dry film thickness( of 1 .5 to 2 mils (non-galvanized surfacel ; State Formula 4-6-61 to a D .F.T. of 1.5 to 2 mils (galvanized surface Finish Coat: TNEM-zC Series 73, applied to a D. F. T. of 3 to 5 ails; TNTMEC CHROMA-COLORS AA-90-W5ite Prime coat paint applied to non-galvanized surfaces shall be certified by tho mar.ufaeturp.r to %=ct or exceed the following test requirements: Abrasion: net had: Federal Test gathod Std. No. 141 , Method 6192 , CS-17 Wheel, 1,000 grams load. Requirement : No more than 66 mg, average's loss after 1 ,000 cycles. Adhesion: Method: ASTM D 33598 Crosshatch Adhesion. Requirement: No less than a ratina of 5. Exterior Exposure: Method: Exposure at 45 dagrees South in mild industrial Exposure. Requirement: NO blistering , rrackinq , or dAlamination of film. NO rust Creepage and no more than very slight rust stain at scribe after 30 months exposur e. Humidity: Mot hod: ASTM D 2247-68 h4Quirvment : No blistering , cracking, or delamiration Of film. CITY OF RFNTON WELLS AVE. BRIDGE hEPLACEMENT 86WO02 q4 No rust creepage a+ scribe Jr edges after 1 ,500 hours exposure. Salt Spray (Foq) : Method: ASTm B 117-73 Requirement: No blistering, crackinq, softeninq , or deIaminatior. of film. No rust creepage at scribe and no rust inq at ad gas after 500 hours. Finish coa• paint shall be certifi=_d by th9 manufacturer to meet or exceed the follovinq test r-aquiremects: Abrasion: Method: Fed. Tnst method Std. No. 141, Method 6192, cs-17 wheel, 1, 000 qrams load. Requirement: No more than 95 mq, loss after 1,OGO cycles. Adhesion: method: ASTM D 3359 M?thod B (Crosshatch Adhesion) . Coatinq sys*ems arplied to sandtlaStad steel panels and cured 30 days at 770 F. Requiremar.t: Not less than a ratinq of 5, a�-=rase of threa tests. Humidity: I9thod: ASTM D :2247-68 Pequirement : No hlisterinq , cracking , softe.ninq or delamination of film after 600 hours exposure. Salt Spray (Foq) : method: AST4 B 117-73 Requirement: No blisterinq , crackinq, softeninq, or dalamination of film. No rust creepage at scribe and te) morc than one percant rustinq at edges after 1. 000 hours exposure. Pavment for vaintinq steel surfac s shall be included ir. the applicable pay items for the sta - surfaces b,inq painted. No separate varmint will be madm for painting steal surfaces , includinq surface preparation and backup. GARION MAT Gabion sat for erosion protection shall b> placed to the limits and As shown in the plans. The qabion construction shall match and be fastened to the existing adiacent gabion mat. Sx94�4D_.P�IIeF Gabion filler shall consist of sound , anqular stona subject to the approval of the Engineer and meetinq the fcllowinq qradation requirement3: CITY OF RENTON YELLS AVE. BRIDGE REPLACE'fENT 86w002 90 e„ Stone for fillinq qabior. baskets shall be a minimum dimansior. of 4 inches and 50 P-rcent of tha stones shall be between 5 inches and 8 inches in size. Payment_ The unit contract price per cubic yard for "Gabion Mat" shall b= full oav for furnishinq all tools, materials, labor , and equipment necessary to construct the gabions, includinq any special excavation required, accordinq to the plans, the standard specifications, and these special provisions. MANHOLE TYPE 1 - 54 INCH DIAM. This work consists of cons-ruction of a Panholt Tvpe 1 - 54 inch diameter as described in Appendix A of these spacial previsions. Concrate Class B shall be. placed in accordance with section 6-02 of the standard specifications. Manhole Type 1 - 54 inch diameter will be measured par rach. The unit. contract price per each for "Manhole Tv" 1 - 54 Inch Diameter" shall bo full nay for furnishinq all labor, materials. tools, and aquipment necessary to construct the manhole as detailed and specified. CATCH BASIN TYPE 2 WITH OIL/WATER SEPARATOR This work shall consist of furnishir.q and installinq the oil/water separators as detailed in Appendix A of the special provisions. The oil/water separator shall be a Type 2 catch tasir modified as shown. The access way shall be offset abovo -hc steps. Catch basin Type 2 with oil/avatar separator will be measured pea, each. The unit contract price par each for "Catch 3asin Type 2 With Oil/Water Separator" shill he full pay for furnishinq all labor, material„ tools, and equipment n>cessary to furnish and install the catch basin as d=tailed to the qrad-�s as staked, and ctherwinr- prcvid > a complete installation as shown and as specified. ADJUST MANHOLE section 7-05. 1 (i ) is sunolemented with the following; The telematerinq vault on the left side of N. Riverside Dr. Sta. 25+48 shall be adjusted to final roadway grade tinder these Provisions. Section 7-05. 5 i.s suonlemented with the following- CITY OF RENTON WELLS AVE. BRIDGE REPLACF,HENT 86WO02 91 For the purpose of Daymert, the adiustmant of the telemeterinq vault will he considered to ue a manhole. The unit contract price par e4�n for "Adjust Manhola" shall be full pay for adiustinq the nbove mentioned tel=m3terinq vault to final grade. WATER LINE GRADE AND ALIGNMENT Tha second paragraph of section 7- 10.3(05) of the standard specifications is amended to require a minimum cover of 48 inches over the top of `h? pipe except at locations ber=ath the bridga approach slabs. PIPE INSTALLATION FOP WATER MAINS Sintion 7-11.2 of the standard specifications is 3uDplemente3 with the following: Paraqraph three of section 9-30. 1A of the standard specifications is amended as follows: R=strained joint pip- shall b6 I.S. Pipe, TRI-PLEX, standard thickness, Class 53, or in =quivalent pipe me-iti-q the Enginser' s approval . The first santonce of section 7-11 .3 (131 of the standard specifications is revis,d to read as follows: Concrete thrust blocking shall be constructed in accordance with th> City of R?r.ton Water Standard Detail as shown it ADjendix A to thes- special provisions. - Saction 7-11. 3( 14) of the standard specifications is supplemented with the following: The temporary 2-inch blowoff assembly shall be constructed as detailed in Appendix A to these special provisions. Section 7- 11. 51011 of the staniard specificatio:s is supplemented with the followin : All costs incidental to or neeessary for fu-nishina and installinq the 18-inch water miin in the new Wells Avenue bridge structure shall be included in the unit contract price per linear foot for "Ductilm Iron Pipe For Qatar Main 18 In. Diameter" . CITY OF RENTON WELLS AVE. BRIDGE REPLAZEMENT 36W00 2 92 VALVES FOR WATER MAINS Section 7- 12.2 of the standard soecifi-ations is suDPlsmented with the followinq: The butterfly valve acd gate valve shall meat the requirements as spacifie.i in the Water Standir•l Details shown in Appendix A. se-tion 7-12. 3 of the standard specifications is supplemented with the following: The butterfly valve chamber shall be constructed ir, accordance with the Water Standard Details showt. in Appendix A. WATER VALVE VAULT At each and of the new wslls Avenue Bridge, in the location shorn , tbs Contractor is raquired to install a larga vault. =nclosiuq the 18-inch butterfly valves, complete v.th A 42-inch ac-ess wav with covar and laldar. The vault ahAll he P.C. Pip a, Inc., 11 od�l 79068 or an equivalent approved by tan EnginAer., of suffieiant size to ac-oamodate and operate Loth valves. The vault shall be installed ir. accordance with tha manufacturer' s recommendations, the Water Standard Details in Appandix A, and section 7-05.3 of the standard specifications. eszlsni The unit contract price a?r each for "Water Vault" Shall be full pay for furnishinq all labor, materials, tools, and equipm"nt necessary to the icstallatior, of the complete vault , -ncluiiaa `urnishina all comp3g4nts and olacinq of any grout pad. ADJUST VALVE Box Existinq roadwRv valy-� boxe, shall ne adjusted tc ccr.form to final finished gr4das. The final installa-ion shall be mada in accordance with Water Standard Det-ills in Appsrdix A and the applicable portions of section 7-12 of the standard at)ecifications. In the avent that the axistina valve box is oluagas or blocked with debris, the Contractor shall u3a wha- avar mains necessary to remove such debris, leaving tha value installation in a fglly operable condition. The vertical adjustment., in som? cases, is of a magnitude or condition that will require the =ontractor to provide additional exter.sion Pieces or other valve boK fittings. The Contractor shall determine the need for these additional compor.?nts. CITY OF 4ENTON WELLS AVE. BRIDGE REPLACEMENT 86w002 93 The val.v= box shall be set to an alevatioc tolaranc= of 1/4 inch to 1/2 inch b?low fii.ish grade. The unit contrac� privA per Aaeh for "Adjust Valve Box,, shall he full Day for furnishinq all labor, materials, tools, aad equipment recessary to pmrformin,7 the dpsrrih=d work includinq the providing of any additional valve box components. ADJUST WATER METER BOX Existinq rater meter boxes shall b, adjusted to ecnform to final finishad grades or completad surfacs conditions. The completed water meter and box facility may be loca'_ad in either sod, sidewalk, or cement concrete drivFwav ficilitias. The final installation shall be as ja ir. accordance with the aatir standard Details in Appendix A and the applicable portions of aac *.io, 7-12 0: the s-.andard specifications. The finish arada addustment may b= of euch miIni`uda that the Contractor may be raquired to proviia aaditional riser sections for the box. The Contractor shall detsrmins the need for such riser sections, howevar, the =oavleted installation shall be clan and free of dirt and debris. Water meter boxes adjos"ed or valocat =d that fall within the limits of concrete drivawav or concrete sidewalk shall ba similar to the dimensions and shape of DlvTPic Foundry Company No. 5111. The confiquration shall be such that the box flanga will prevant the box from punchinq through the concrete. The meter box shall ba set to at elevation tolerance of 1/4 inch to 1/2 inch below finish grade gxc-�nt -.hat water meter boxes located within the limits of cement conct-t? driveway or sidewalK shall be sat flush with the surface. The unit contract price Per each for "Adjust water Mater Box" shall be full Day for furnishinq all labor, materials, tools, and aquipmant necessary to performinq the dssc:ib_d work including tha providinq of any additio- I meter box components. RELOCATF WATER METER AND BOX This work shall consist of Darforminq the r=locs*ion of existing avatar meter and box installation as shown in the plans or whera designated by the F.nginser. Materials and construction requirements shall be ir. accordance with the Water Standard Details in Appendix A and the standard SDecificatiOns. CITY OF RENTON WELLS AVF. BRIDGF REPLACFMF.NT 96Wn02 94 The Con*ratter shall 4iv? both •h water service r,�cioient and *ha Engine?r at least a 48-hour nx ice nrior to thq disruption cf service and in no case shall tha disruption last lonq-ir thar. 4 t:ours. The unit Contract price ner mach for " 310cita Water 4et.er And Box " shall b3 full oav for £arnishinq all labor, matcrials, tools, and equipment r.Pc.+ssary to v=rforminq th_ 33scribed work. 4YDRANTS Section 7-1u.2 of the stlir.lard sn=cificatlons is amend-� to read; Hydrants and acc-s30ries shill d!??t the rpquir3ments of the Water Standard n=tails in Annendix A. The first Sc-Tit Arce of ,e.tion 7- 14.3(01) of the standard soecifications is amend?l to read: Whorp shown in the plans, hydrants shall be installed in accordant? with th= details shorn in Appendix A. Se--tion 7-14.3 (02) of the standard specifications is amandad to read: Hvdrant ] aterals shall cat:sist of a section of b- nth ductile :.ron Pine from the main to the hvdrant and shall incluie an auxiliary late valve s-t vertically and placed in the ling as indicated in the Water Standard Detail in Appendix A. Saztion 7- 14. 3(02) A of the standard so:.cification is revised to raad : Hydrants shall b3 restrained and installed as showt. in App3r.dix A. Section 7-14.3 (02)9 of the standard specifications is r'avised to read: All auxiliary aata valves and boxes shall coniorT to section 7-12 is ampndpd Lv the Water Standard Details in Aopenlix A . SERVICE CONNECTIONS Section 1-15.2 is r-visrd to read: Servlca C. '3Ction nitpria13 shall Wee* th? reauiremen.ts ShJw;l OL. th? Water Stdndard D?tails in Ap[?n,1ix A. ti Section 7-15. 3 is suoplimant-ad with t1:3 following: Service connections •o the i.ew water lids shall he constructed in accordance with the Water Standard Details in Appendix A. CITY OF RENTi1N WELLS AVE. BRIDGE PPPLACEMFNT 9Fv002 75 PLANT SELECTION Smctfon 8-02. 5 It the standard spocirica•ions is supp.amanted with the followinq: All costs for furnishing , installinq of olacinq and compactinq, staking , bracing includinq sneclal soil mix and agriform fertilizer tablets shall be included ir. the unit cnntra.-t prices for the resoectfvs par items involv4l. SOD INSTALLATION Section 8-02 of the standard specificitions is suoplamented with the followinq: Topsoil stall be spread a mi::imum of 4 inches deap to a raxieum of 6 inches d3?p. The sod shall he field sod not ol4gr than 7N months with a biodsgradahle nettinq and the Contra^tor shall submit a bequest for Approval of Sourct. for th> mod and shall receive approval prior to Orierinq aT•.v sod. The point of final acceptance of the sod shall be at the Proiec* site, prior to installation. All costs involvei for the ivolication of fertilizer shall be ineludad in the unit contra vLi^e par sivar3 vard of "Sod I nstallation go. IRRIGATION ADJUSTREN.S The existinq irrigation systems in the cons*. ructicn acne contain elements such as sprinkler heads, water gains, electric control cabl-s, valves, and valve boxes that regnirc� r=maval and reinstallation or temporary protection duriaq construction and adiustm.3nt to now final grades. At least f v-: workinq days prior to bdginninq work on the irrigatior. adiustm-nts, `ha Contractor shall submit a plan/method anal schadul3 ih writi nq , to the Engineer for his apDroval. The Contractor is advised that this approval must ba coordinated with the City of Penton Parks Department by the Engiaa?r. Tha Contractor shall so schedule -he operations so that no plants , trais, shrubs, aor lawn3 shall qo un-watered for a continuous duration longer than 14 days. the Contractor may cut and cap water supply linss and splice temporary hoses and contrel cables as as option. The final installation shall confnrm to the requirements of sectioa 8- 03.3 of th ± standard sn� aificatiors. CirY GP BENTOR WELLS AVE. BRIDGE REPLACEMENT 86p002 96 The lump ,um contract price for "Ir:lgation A3iustm-nt" shall be full pay for furnishing all labor, materials, tools, and equipAent necessary to parforminq th? work is specified, inclndinra final gra92 allustments, satisfactory renair of any subsequent 1, ks occurrinq during the period of construction, and anv oth3r work necessary to provide fully op%rational irrigation systpms and to provide interim irrigation during construction. TEMPORARY CHAIN LINK PENCE In order to provid? protection to the public , tha Contractor shall construct temporary chain link fauna at the locations shown in the plans or as approvid by the Enqineer. Section 8- 12 of th4 standard specifications is supplampated by tha followinq: Posts shall be round, m3etinq the r-,quiremints of section 9-16 of the standard specifications. Caps and concrete bisns will not be requirjd for the posts. The posts may be sat by driving or drillitq as descrihed in section 8-12.3(1) A of the standard specifications. Fabric shall be installei on th? side of ch-i posts iwav from thp bridge construction site an.i the completed fence installation shall be 6 feet tall and similar ir. appearance to chain link fence Type 1, as shown in the standard plans. For the Cottractor� s conveni:nce, standard chain link gates may be install34 in toe fence, however, no additional compensation fill to mad-3 for this option and the gate shall be kept locked when th3 Contractor's personnel are not on the site. upon comolation of backfilling oparations at the bridge abutments and with the approval of the E:zginear, the fance installation shall be dismantlzm and rrmove3 from the proiact sita. The fance will then becona th-i property of tho Contractor. Temporary chain link fence will be aeNsured from outside to outside of the completed fenca , alorq the slope of the top tension vira, includinq any chain link gate4. The unit contract Pric3 net liriear foot for "Temp3riry Chain Link Fence" shall be full pay for furnishinq all labor, materials, tools, an equinmant n9Cessar7 for the completed fance installation as sp?cified, including furnishinq ani installinq PostR, tension vira, hr ace post S, hardware, fabric, gates, dismantlinq, and removinq all fencira materials from the site. CITY OF RENTOR YELLS AVE. BRIOGd hF.PLACEMENT 86Y002 97 ADJUST 50N94ENT CAS° AN) COVER Existiaq monument cases shall he adjusted to conform to final finished grades. The monument case and cover shall be install-ad in accordance witn Washinq*.on State Standird Plan H-7 and sect_nn 8-13 of tie standard spPcifications. The monameat case shall be sit tc Air. elevation tolerance of 1 /4 inch to 1/2 inch below finish grads at :he location as staked by the Rngineer. The unit contract Drice per each for eAdiust Nonument Case And Cover" shall ba full pay for f.urnishinq all labor, materials, tools, anal equipment necessary to adiustirq the monumea: case and cover as specified. CEMENT CONCRETE SIDEWALKS , PAVF!RS, AND PARKING STRIP 9sntra. Cement concrete sidewalxg shall be constructed in accordance with section 8-14 of the standard sp�cifici-ions and th4 standard plats excev'. as modified by tha Plins and these sp?cial provisions. Reinforcinq steel- shall meat the regairemants cf section 9-07 of the standard specificat. . .,s. Section 9- 14.3(1) of the standard specifications is supplemented with the follovina; TYe ?xcavation shall inciu.la th? removal of any existinq curb and quttar, concrete sidewalk, or any other ohstruction. Located in the >xcavation araas for the proposed sidewalks are existinq sidewalks, concrete edged with brick, or brick sidewalks. Theses tvpE-s of ;idea.31k ar, also located elsewhera within, tha construction arias. Sectior A- 14. 313) of the stan'lard svecifi-,ations is supple" anted With th? followinq: Certain utility hoxss, vaults, or luminaire bases will b located within the limits of tt.a new sidewalk. All such a Dnurt0lan�es shall be in their final position prior to olacinq concr-t- in that particular Dan>I.. That edge Dortion of the sidewalk that is to r?ceive the brick edginq shall be finished with a coarse brush finish. r !lit v_ang_3r.d_@r��k_P�ff319 Port4.ons of the sidewalks to ba construct=d are Dived or adged with brick Davars as shown. Th: brick pavers shall he salvaged CITE O? ?ENTON YELLS AVE. BRIDGE REPLAZ:EnENT 86w002 98 e. y.. t,e luring the ramoval of existir.q s?dawalk. If salvaaad brick Pavers are used, the pavara shall b�, morta r,?d into vlace with the same axpos+?d fac?s as when in the original position. Replacement brick pavers shall ba of the sam sizs as the old Pavers and he of similar color ar.,l texture, sohiect to the arproval of the Engineer. d2fit2l�4fi_�gli<:1fl_@fi lFk_P€v_`<fi� The mortar shall be well-mix_d, three parts Mason 's sand, ona part Portland cogent , using apvroxima•.-lv five gallons of water per sack of cement to ibtain a stiff mortar mix. The mortar shall be stilt enough *.o compact by force hilt fluid enougL so tnat the paver will be totallv embaddad. lfsth2r Mortar shall not b: placed irizss the surface and air temperature is above 400F, nor placed in rainy weather ur.ess adequately shielded from the rain. ��?ias�lfii�k_Pss€fie All paver and concrete surfaces shall be damp before grcutina. Spread and compact, the settir.q bird to tha thickness require :o provide *he finish grades as indicated. The sand bed for the varkina strip shall be Placed on well compacted soil. The soil and the sand b_8 shall be compacted usinq mechanical tampers. Tne thickness o! mortar back of and between the pavers shall not exceed 1/16 inch. The completed appearance shall be similar to the existing brick :.arface. The mortar setting bed shall be placed only far ?r.ough in advance of s-ttirq so that the mortar r+mains workabl? without damaginq initial sat. Mortar that becomes unworkable shall to replaced. Bait the brick paver units into total contact with the plastic a or tar. Set and level each area bs Eore the initial set. Do not sat excassivsly large areas anal than later level the brick pavers. @fi1�►�_@sfik�F9_3_fi1P Portions o` the brick parkinq stain, along wells Avenue, shall be r4constructed is 19tailed in th? plans. Bricks from the existiaq strip shall bF re-used, however, additional used hrick will be reauired (approximately 75 square fa4t) . All nece.siry shaninq, fitting, Or cuttinq of tha brick shall be done with masonry saw equipment, +o tho satisfaction of the Bngina?r. CITY OF RENTON PILLS AYE. BRIOCE REPLACEMENT 86M002 yy ; . Mortar shall not be allowed to set on the prick faces. lean the brick as work progr-asses. The brick surface cleaninq shall be accoaplished by dragging damp heavy towellii,q or blankets, rinsing the cloth afterwaris in clean water. Continua iragginq until all traces of mortar are r%aov-d. After th? grow is thoro W]h.'.v Set, apply a 9 to 1 murtatic acid solution to th;' %ntire brick surface , SCtubbinq with a fiher brush. Use only clean fresh acid ,oiution turoughou: the cleaninq operation. Do not allow *`. acid cleaninq mortar ::cum to dry on the brick%. Pins% the a% .d treatad areas with clean water, usinq cloths. The brick parkinq strip does not require acid cleaninq and shall be cleaned with water only. curing KseD the brick surfaco dawn for 72 hours, coverinq if necessary. The Cor.-ractor shall protect the installed nrick edginq, not allowinq foot or vahiclq traffic on the sidewalk, includinq paver brick, for sevon full days. MAzurel'-Lt Concret-a sii-valk, includinq the top of the brick embedment surface will be asasired by the square yard in accordance with section R-14 of th= standard specifications. Brick edginq, Lrick sidewalk payinq, and brick Dirkinq strip will bp m-asur-ad ')Y the square foot . PIII!"nt Concrete sidewalk- includ.nq those surfaces raceivinq the brick oavers, rill be paid in accordance with section B-14 of the Standar': 3ncCifiCationS. Th= unit contract price per souera foot for "Brick Edginq", "Brick Siiawilt ')avinq" and "Brick Parkinq Strip" shall be full pay for furnishinq all labor, material, toots, aid equipment necessary to Drovide the ccmp:eted brickwork in accordance with these provisions, includinq furuishinq r=placam,_nt brick (where necessarv) , mortar, sFttinq , providing and construct_nq the sand bed , rlaaaup, and any other incidental work. All costs for the f,irnishiaq, placement, and compaction of crushed >-urfacir.q base course for th= sidewalk shall b=_ included in *.ha , unit Con tr?Ct price Per Sggd73 Yard for "c.'mer.t Ccncrate Sidewalk" . CITY OF RENTON WELLS An. BRIMS PEPLACF:MENT 86W O02 100 No Davment will he sale for sid ? valk areas coincident with cement concrete driveway. such 1rae: will be paid for as speeiflol >lsawhere under the headinq CENENT CONCRETE. DRIVEWAY TRREE DAY. EXISTING LANDSCAPING AND LIGHTING PLANS Pleas of the -ixistinq park landscaping facilities of Jones Park ans) the Cedar River Trail are available for inspect _os at the office of the Renton Parks and Recreation Department, 1010 South 2nd Street. Pleas for the existinq street liqhtinq systems are available for inspection in the office of the Renton. Public Works Director, 200 Hill &Yonne South. BRIDGE LIGHTING AND ILLUMINATION SYSTEM REVISIONS All 119ctrical work shall be cons-ructad in accordance w_th section 8- 20 of the standard specifications, supplemented ind medified by details as shown in the plans , -d as iollows: 912=1r,21_Jork The Contractor shall refer to the bid documents for the requirel completion date and shell comply with all Precedinq requirearnts listed in the project specifications. The electrical work shall be installed by a licensed, exuariencsd, cad compatant electrical contractor who has beet established in btasiness for a period of not less than five Years, who is familiar with local electrical codas and special taquirem,-tts, and who is active in the ririnq of roadways and bridge lightinu systems. The Contractor shill provide lator, tool%. apparatus, and electrical material requir+d to furnish and install the electrical work as indicated in tha plans, complete and includinq that which is reasonably inferred . All workmanship shall b8 first-rite quality and the bast approval methods of th= trade. All equipm_nt shall bo new and '1.L. listed. All electrical work shall be in coepliance with t.}:e National ?lectical Coda; the State of WaHhington electrical construction code; the Stato of Washinqton Department of Labor and Industri- s requla•.ions; OSHA regAireaents: City of Renton laws, crdinances, And regulations; and appllclble rn4ulaticns oZ Fuaet pow=r . The Contractor shall arrangs irl pay for all necessary p6rmits, fees, and inspections, and present to the owner a properly siqned Certificate of rnsoaction bafors final acceptanca of the alectrical work. The Contractor will be solely and comolet•aly responsible for conditions of the labsite, includinq safety of all parsons and CITY OF RENTON WELLS AYE. BRIDGE PEPLACEMENT 86V 002 101 Property durinq Pirf oraa ncE of the work. This raq GiremGnt will 'Apply continuously and will not be limited tc normal working hours. The duty of •ho Engineer to conduct construction observations of the Contractor's performance is not intended to include review of the adequacy of the Contractor's safety measures in, on, or near the construction site. It shall be tha Contrictor' s responsibility to comuly with Safety and Heath Regulations for Construction. Voluaa 36, No. 75, Part III of the Pederal Reqistar by the U. S. Dapir'ment of Labor. The Contractor shall be responsibl,# for orovidinq all sucL safety ■easuras and shall consult with the state or iederal safety inspector for interpretation whenever in doubt is to whether sate conditions do or do not exist, or whither he is or is not in compliance with State or ?ederal regulations. Before submittinq the bid, the Contractor shall visit the site, considsr the n3ad for spe- ial tools or equLDment, and becomi familiar with th< dxistinq cor.dltiOns relatlnq to the work. Th•e Contractor shall refer to all design documants or-Dared for this Proiact and become acquaintei with the construction process . All bids and uroposaIs :;hall be based only npoi. the materials, construction, ar.d equipment raa-xd or described in the spa cificati•-ons or shown in the plans. Should the Contractor wish to use equipment other tnan that specified, the pro no sad substitution shall be suumittad to th- Engiaeer for appr val. Within 30 days after award of contract, the Contractor shall submit for anproval to the Eng it.3ar sevan sets of brcchures qn,71osinq catalca information, and , where rsquired, shoo drawings or materials to be furnished. Eacn brochure shall be installed in a Dost-tvpg binder, r3vi2w-d by the Contractor, and Stampwd Appr�ovei before forwarding t,) the Fnqineer. Submittals that do not follow this format will be r-aiac-ad. Each brorhura shill include, but not bs limitad to, the information on the follcwinq mjt�rialS: Coni it and conductors Out1Ft boxes and pull boxes Deflection/axnansion fitt'_rgs Liahting fixtur-s Each hrochura must include all of the above team>, Subwattxls of individual it =ms will not he accepted. Tha Contractor shall coordinate this work with all other trades to maintain the lob progr=ss sch;dula and to avoid conflicts in the installation of work by various trades. There shall na complete eooparation with all other crafts in the matter of Dlanninq and lavinq out of the work , and avery rvasonabla effort shall be mada CITY OP RENTON WELLS AVE. BFIDGE REPLACEMENT 86WO02 102 to vrpvgnt obstruction or 3alav of the work to be vertormed by others. Illdll1U1t12Q-aY§13!_8SY3§i2n§ Tho relocation of existinq luminaires and luminaira poles shall he done in accorianc= with sac 2ior. A-20 of the standard specifications supol-is ent-id and modified by detxils as shown in the plans and as specified. 4 22-21-srK On the section of Wells Avsnua south of th? existinq bridge, +.ha Contractor shay_ first determine th, size, bolt circle, and order the required anchor bolt:. for the luminair4 poles to be relocat3d. All material required must be on the iobsi •o , including anchor bolts, junction boxes, coninit, wire, etc., prior to the Contractor beginninq work on the illumination systea relocation. The Contractor shall then install the new junction toxes, pole bases, and conduit. The Contractor shall coordinate all work with the City of Rentonts Traffic rngineerinq Department. The Contractor shall discortect the luminaires to be relocated at thp contactor cabinet, takinq care that the luminaires not affected by this Proi•3ct art left in service. The Contractor shall then relocate the existinq luminaire poles to their new foundation takinq case to no+ damage thn■ in ar.y manner. The Lqw wire shall then he in3tall4i and aach luminaire connected at th. terminal blocks located in th•a hand hole at each pole. After coordination with the City and sa*.isfactorily commpletinq the necessary tests, the Contractor shall connect the relocated luminaires at the contactor cabinet and place the system back in service. On the illumination 9V9tpm alonq the Cedar River Trail, the Contractor shall not begin aav field work that will disrupt tha existinq electrical syst3m •• `il all new material reullire3 for th3 relocation of the luminaire a,,d pole is on the jobsite. After coordinating with the City of R3ntonts Parks and Recraa:i-)n Department, the Contractor steal: disconnect that portion of the electrical syste-m located northwest of the contactor cabin_t. The Contractor shall then pull this axistinq wires back to th3 first iunction box northwest of the luminaire to be relocated. Cara shall be takAn that the axistinq wire is not damaged in any way. Tha Contractor shall th>r. rel xate the existing Polp , iuminaira, and junction box and install naw conduit :rom th ? reelocatad iunction box to the first junction ox sou• heast of the bridg3. The existinq wire shall be pu11=4 to the relocated iunction box. Bqw wir? shall by used fnr the affected illumiration circuit and that wire aton•q With the :�xistira wire serving other circuits shall b? aullei to the contactor cabinet. After coc-dinition with CITY OF RENTON WELLS AVE. RRIPCF RE2LACEMENT 86w OG2 103 the city, coop ?tinq the necessary test, and inspection the Contractor shall reconnect the total system at the contactir cabinet and return it to s>rvicu. a QuIall A11 conduit ucad for the relocati :ir. of the wxistiug illumination system shall he haavY wall, Sch?iull 40. rigid polvvinvlchloride in thoso areas outside of the travalad roadway, and haavv wall, Schedule 80, rigiA bolvvinvlchlori3o vhara under the traveled roadway. All conduit used in t!ie bridge lightinq system shall be 3/4-inch qalvanizei riuid ct�-�l, including the conduit run from the bridge to the junction box. Slectrieal conduit iG the bridge sidewalk ar,d rurs .?&vina the Tvpa z junction boxes at the brilgo ends shall Je as specified alsewhera in these special provisions. Any electrical mater).al to be relocated that is dasaged by the Contractor's op3ration shall he replaced in kind at no cost to the State. 12=12-D-121.n Junction boxes installed to camant concrete sidewalk or driveway shall be similar to the dimensions and shape of Olympic Foundry Company meter box No. 5111. The configuration of the box shall be such that the box will rot punch throuqh tha concrete. U12399 All existinq mat-r,ial not re-usal on this project shall b9 carefully removed and del:y <r+d in good condition to the City of Renton Park Department maintenanca facility located northwest of the project at 105 North Williams Avenue. �49P1'S33Il The Contractor shall guarantap all new equipment. , new materials. w^rkaanship for a period of ono Year from dace of fiaal a •eotanca, and shall within that oftriol rem:,dv any dafacts wl'-dou'. d21aY and wi`hout -xnens? to the Owner. The Contractor shill fully cast and adjust the "uipweat inszallad under th 3 specification and ismona:rate its Drop=r )Deratior, to the own-ir and Enginaar. All instruments and parsonnsl r-mquir=d to conduct tha test and the demonstration shall be provided by 'he contractor. Corrections anI changes mad= durirq the uroiress of the work shall ba neatly rxcorded as actually install.:d. A compl:te sat of marked up Prints shall he kapt at the iobsl. ta for reviaw by the Er,r,tiA�-r. Thr-e sits of nrints showing this infnTMation shall ht ores4nted to the Engine+r upon completion of the uroiect. CITY OF RENTON WELLS AVE.. BRIDGE REPLACEMENT 86w002 104 The Contractor shall leave all ar=as and equipment clean and shall remove from the site all waste and rubbish resultinq from this work. The site shall be k-Dt clean on a day-to-day basis. _ E3Yl�flS The luap sum cos+race prices for "Bridge Ligntina - Complaten and ^Illumination System F'?visiO:, - Cnmplete'4 shall b- full pay for furnishing all labor, matarials, tools, and aquioment necessary to the construct-or. of bridge lightinq and relocation of the existinq steel and rood luminaires bolas, lights, and function boxes, including furnishinq and installing conduit, virir.q , pole basal, light fixt,graS, connections +.o existing services, testing, deliverinq salvaged mataria is ro the City, and all additional materials not shown in the plans or called for berain which are required to comr3 to the ligh*.ina systems. 1YPE-IIL$9PLISADE .E2 1UILY_g4a_12ft The Contractor shall furnish, place, maintain, remov.:, and reset Tvbe *** III *** barricades as dirActzd by the Eaginaer and in accordance with the plans, theS., special provisions and the Manual on Uniform Traffic Control Devices. Thai barricades shall ba constructed in -accordance with the details shorn in the MgTCD. The frame materials and barricade length shall he as shown in the plans. Sand bags shall be provided tc ntabilize the barricades where indicated. The unit contract price per 4mcb for *** "TypE Ill Barricade,, *+ * shall be full compensation fot all materials, equip^ r.t, tools, and labor reauir?d for "he construction, handling, ins`. allation, sandhAgging , remov-al, and raa.-ttin.q of Type *** 1;84SS *** barrica�4s. E 7�Y EN_P.N T_n ARK:ENr; In accordanc9 with sar_tion 8-22.2 of the standard sP=CifiCations th1 bla Stic material used to torn pavement markings shall be o*.e of the followin.7: ** 1. 3h STAnAFK brand Pliant polymer- oavement markinq film, 60-mil thickn&ss, coated with oressur 3- seLsi`.ly? -adhesive, manufactured by 34 z7omranv, 3A canter, St. Paul , Hinnasota 55101 . ** 2. Prismo brand th-�rmaplastic Paysmerf marking material, 60 mil thickn4ss (HTFO( , COat?d wi- h pressure sensitive adh3siye, aanufectured by Prismo Universal Corporation„ 300 Lanidax Pliza. ParSippa:ly , N.J. 07054 . CITY OF PENTON WELLS AVE. 89IOGF. HEPLACY.NENT 86WO02 105 •+ 3. Pri SRO brand thermoplastic pavemtnt markinq material, 90 mil thickness (BT90) , coe•sd with pressure sensitiva adhesive, manufactured by Prismo 0niversal Corporation, 300 Lanidex ^ Plaza. Parsinvanv, 4..1. 07054. 4. Lafr-mntz brand, 125 mil thickness, hot Axtrudad ':hermoplastic manufactured by Lafre,jtz Road services Ltd. . Edmonton, Alberta, Canada r6E4N7. • 5. Catath?rm ABITOL formulatior., 125-411 thickness, hot axtruded thermoplastic manufactured by Farro Corporation, Cataphot3 0ivisior., P. O. Box 2364, ia<:ksoL, Mississippi 39205. * 6. Cleanosol IT formulation , 126-mil thickness, hot axtruded thermoplastic ranufacturcA ty Swedish P..b. Cleanosol, Kristianstad, Sw-den. 7. M.L.E. Code sR200180 formulation, 125-mal thicknass, hot 4xtrud-d •hermoplastic manufactured by M .L.E. Iadustrier Ltd. , Calqarv, Alberta, Canada T2C1N6. S. pave-Mark SO iormulatior„ 125-mil thickness, hot extruded thermoplastic manufactured by Pave-Mark Corporation, Smyrna, Georgia 30081. i Restricted to installation in Western Washington urlass acceptabl:a service performance can be d=mor.stra+.ad to the late Materials Engin,sar. ++ Not Approved for use on bituminous surface treatmaut. PARKING STRI2F section 8-22. 4 of the =tandard specifications is supplemented with the followinq: StriPinq for Parkinq till be measured for Pavmer.t by tha linear foot of stripy actually aopli -?d. The urit co-trac•. Pricy Per iinea_ foot for tsPaint Strine" shall ba q full Div for furnishing all labor , ruipa mnt, material_;, and tools necessary tP construc• the Parkinq strip- as specified and datailed in the plans. L���!_1Uy 79861 The State of Washington standard Plans for Road, Bridqe and Municipal Construction transmitter? under Pvhlications Trinsmit-al No. 80-34, dated Mav 30, 1980, and ds revisad under Publicaticns Transmittal No. 81- 17 dated March 31, 1981 , transmit•al No. 82- 34 dated June, 1982, transmittal No. 82-58 dated Decent-a; , 1982 , transmittal No. 83-80 CITY OF _.ENTO4 t , WELLS Ay F.. ORIDGF RRPLACEMFNT 86W002 106 dated Octoh.>r, 1483, transmittal NO. 83-98 dated Nrvzmb•it, 1903, transmittal No. 84-015 dated June, 1984. transmittal No. 85-005 dateei March, 1985 and transmittal No. 66-001 dated January, 1986 is ■a4e a part of this contract. In case of 9isrrepancies, plans shall govern over standard plans and standard plans shall be considared tha sams as plans as set forth in section 1-04. 2 of the stardard specifications. The standard plans arnt revised as follows: d=t The title of the detail titled TYPICAL A.C. P. JOINT is revised t0 read: TYPICAL CCP/ACP JOINT The first line h910w the detail titled TYPICAL CCP/ACP Joint is revised to read: Crack to b3 routed to dimensions shown, +1/e". The standard plan provides that flared end sec-__nns fot 12 inch through 24 inch diam9ter pips+ w+th annular Corrugations ark to na attached to the pipq with a thr=?dRi rod an-1 cone=o-or lug. As an alternat, for flared end sections of steel the attachment may ba made vi•h a 1 inch widz strap of 12 gage galvanizad steel fastened with a 1/2 innh diameter galvar.iz�d bolt 6 inches in langtt- furnished with One square-head nut. The length of th;! strap She - . Permit sufficient bolt takeuD to provide a tighw connection. All material necessary for the corer.-rtior. of the flay-d end section to the rorrugatAd DiPO shall be supnliad by th? manutacturer of the flared end section. C_2 All references to "17-6" Parabola" are revised to read "371-6" Parabola". Se=4A The note undar the "POST DETAIL" is revised to read: Typical for multi-post 4": 6" installatic%, ar.d all 61ox hIe through 8"x 12" installations. Holes and cntcy are not requirsd for a:•v u"x 4" st inallations or for aav single post 4"x 6" installaciot. CITY OF RFNTON WELLS AYE. PFIDCF '1ENT 86w 002 107 The note on the foundation datail referencinq J-9 is chaage9 to raad: See Standard Plan. J-1a. Ths notes or, the signal. saPoor* ?1Fvation refrrencinq "To ground rod , san J-la" aed "See StIi PIar. J-hb for Signal Mounticq Details" are 4 liat4d. CITY OF PENTON WELLS AVE. BRIDGE; REPLACEMENT 86W O02 108 bOl ZOOA9B ZN3N32Y1d39 AVOISH -a AV S1134 NO,LN30 AL 1I3 tR/LL/G 9-N £B/90/6 ' ' ' Z-9 ERA L/6. ' . POZ-8 lH/LL/L S-X EB/LL/OL ' • ' L-'J EB/90/6' • . 00Z-8 LB/LL/L 1?-3 fe/90/6• ' - qOZ-9 LB/LL/L E-M SB/B7/l 9-d ER/6t/b. • • VOZ-9 iH/Li/L Z-3 6L/9Z/tt . . 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BRIDGE RrPLACEBENT 86WO02 110 WELLS AVENUE BRIDGE APPENDIX A SEWER & WATER STANDAPOS AND CONSTRUCTION NOTES 86WO02 Sheet 1 Of 30 Sheets GENERAL NOTES 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the APWA Standard and Specifications. 2. All locations of existing utilities shown are approximate and it shall be the Contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A-21-10-197 7, ANSI A-21-11-1977 or latest revision. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 lb, configuration, unless otherwise specified on drawing. 4. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility confli:ts occur, water mains are to be lowered to clear. 5. All water mains shall be pressure tested and disinfected in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. 6. A pre-construction conference and 24 hour notice will be required prior to starting new construction. 7. It shall be the Contractor's responsibility to secure all necessary permits prior to starting construction. 8. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. 9. All connection to existing mains to be accomplished by the City of Renton. i 1 necessary excavation and materials to be supplied by the Contractor and be on-site prior to City notification. 10. Inspection will be accomplished by a representative of the City of Renton. It shall be the Contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 11. Contractor to provide plugs and temporary blow-off assemblies for testing and purity acceptance prior to final tie-in. APPENDIX A 86WO02 Sheet 2 of 30 Sheets WATER CONSTRUCTION SEQUENCE 1. Station 11+15 Wells Avenue North. Transfer service for existing water meter (25' RT) from existing 6" line to recently constructed 12" water main (12'+ RT). 2. Station 8+05 Wells Avenue North. Replace existing valve with new 6" valve. Cap and install temporary "Deadman" blocking and shackling to valve. 3. Station 31+75 (15'+ RT) Wells Avenue North. Cut in, cap and block 6" water line at existing tee. 4. Remove/abandon existing 6" water line on Wells Avenue from Station 8+07 to 31+75. 5. Station 25+40+ (8.5' LT). Install concrete ' oeadman" blocking and shackle to existing 24" x 12" tee prior to removing existing blowing on west side to tee. 6. Install new 24", 18", 8", and 6" water lines dS shown. Test and disinfect prior to removing temporary caps and tying into the existing system. GENERAL CONSTRUCTION NOTES 1. Restrained joint pipe shall be Class 53 ductile iron. All other water pipe shall be Class 52 ductile iron. 2. All 18" water pipe shall have restrained joints (see specifications). 3. Locations and sizes of all existing utilities shall be verified by the Contractor prior to construction. 4. See specifications to size concrete thrust ~locking and tie rods. 5. 5'-8" x 11"-2" x 7'5" concrete vault equal to RCP Pipe Inc. Model 79U68 with 42" centered opening and ladder. Positions of pipe knockouts and other miscellaneous details per City of Renton Standard Detail for butterfly valve chamber. 86WO02 Sheet 3 of 30 sheets APPENDIX A i Standard Drowings .*TO: "oat el.sM(•... ......Y.a. f .....o OR.." .0. prlN. C.wewkff C.0 ""♦ aVK(N Ono O.a,W.C.\ aM'w4 ..1N \PIC141 MOV.\.Oh]. WNk(. <..UO Soo. .OHMS(.Nl k. .OV{TOl1Ylt(..DE "a W(lmo l SO VK.NN.((.O Coo,N CC WC., .ON[Y .NO akC001%,%,.to .� CY.\•NO•VrffR .N.i\(yY(M VA.O I.Ck O.C.Mi M(V i{(.oM(O N INC. O.OR%,'o" I.Ck woo- 1'Il.pryf OY aON.111.ct 0.CV.i W.la i!10\N!O iY f., \ - P.C.I00N w� JI 1 f rk o I cP E . .--.--..,CON.•\.\ /ily s.•\s a .A TVDICAI SGCTIO" FOR CURS t OUTTlR TV Pi A s.N..•.uN\or.{x r... roe" Inwo -- tY\(M .NNN,K(( TO.A( no,. y1- O.v.HON start. .. ��-.'w..wl r.V N W .' is•O4 Saw {I OR ONN r"�{/ � I`....mot. l u.a oeE,l.aar (oNa (_w,e N.NUiwt 09 tvai •MV% ,b Of no O.IV w.C.. ,.I. MVO M\N, aOkC1.1.p �e�.,•.we .as I..CwO,o..& rtNUMO.,q.VNw.YM.a' 'It c.CDOV.Yk O..�».I. IYNNVN (1MMV.NO VNO ...W,k SO,.ROOM YN.V Jp�N,. M1.w pV»NV Apwf.,�I m. rypT*\IOr Pl.,k( »OT. i 101Nt\ ,O i\ .�•.< v: OV MN+.en. a1 M1a.Y TO 14.1 \MOVN M\V \Yk I.. NaOW.bw OVMM1 VO Y,( Olh{NaIONa ►.Ma V.•V .\ . M- .{I.YV I0Y TTIk P.-1 61"IM&L. DATA TYPICAL SEC. TYPE A-1 s..... .��..� NOTE ;w k..1 S 1 TY .l .e OP ,Nk k.M{ OEM.NaIOYk.a N4 CV(\ i.011♦ f.C.P. .MI.t .ul h.0 la OV,.e.l \YC,10N I = L l�irlrir . jQVr-q'. eVMMY �o�NT(S"',N 0,.CIO.0, To!.C(.e ie.k,Now.ess .N.N,a C^ yeN,. (Y.aa i.Ia.t.O OYIV.. baN.a O11.N{f NCV OY �.l l!V ...N�ynw .r+v.». ..a J.,." .h." •. ca.... 4.0 �N�N. oYn•Y STANDARD PLAN NO.1 a*CliW TNkr eN.(k ik kekw .aa Cok,a iN.aa 8* .MC.ok N.I,( TO ..,r, a.."Oe"..a Cement Concrete Curb «�„µ ..eY.......... ,N.>E a...,Il..,le.. & Gutter Type "A" & (owCY.f1 \N.(aNceM(N, (ONcweTo C..se stlVI) OR al.Y() Type "A-1�� PI.00f OfMt}_.......... ""-I.MINTI q..~I IO\Na{,TN..h.C1+N1. I�YIIWN{w0 CY.a.N(Y.0 Ol w.aur4NlO M TY.]e aoeUSK.T1pM! 1 P NDIX 85w002 DIV. vu 13 Sheet 4 of 30 sheets } OFFSET COVER FRAME SO THAT RESTRICTOR/SEPARATOR nEVICE —COVER ELEVATION- IS VISIBLE AT EDGE OFOPENING GRATE NOT ALLOWED ON AND DIRECTLY OVER THE LADDER RESTRICTOR MANHOLE , (LOCKING LID REQUIRED) MUST BE ROUND SOLID SELFLOCKING LID. --CHAIN-200*CAPACITY =� SLACK WHEN GATE IS STD. GALV. CB _ DOWN,WELD CHAIN TO LADDER STEPS CB FRAME � z OVERFLOW ELEVATION- SET TO PROVIDE REQ'D WATERTIGHT CLEAN- DETENTION &ADEQUATE OUT GATE W/ MIN, `, :L OIL SEPARATION PRO- S GAUGE SLIDE TECTION 2 MIN. INLET PIPE OUTLET PIPE MIN. SLOPE a 0.5% ft MIN.SLDPE-0.5%. INVERT ELEVATION--- SEE Z SUPPORT RESTRICTOR PLATE DETAIL 4. iv OVERFLOW PIPE AND APPROPRIATELY SIZED OUTLET PIPE MUST ORIFICE CUT IN PLATE. ; HAVE CAPACITY EQUAL NOT REQUIRED IF = TO OR GREATER THAN SYSTEM IS FOR POL- COMBINED INLET LOTION CONTROL ON -�/ 4 iv SYSTEM ,. CATCH BASI NOTE : ALL STEEL PARTS AND TYPE 2 (54 1 SURFACES MUST BE GALVA- NIZED AND COATED WITH ASPHALT ( TREATMENT I OR BETTER) CITY OF RENTON APPENDIX A WELLS AVENUE BRIDGE WATERMAIN FLOW RESTRICTOR /OIL SEPARATOR °"'"' CONTROL DEVICE / CATCH BASIN Sheet 5 of 30 Sheets OUTLET PIPE NON-SHRINK OF OIL/WATER GROUT SEPARATOR I/ "CLR (21"/ONLY) (TYP. 1"(TYP) C 5 x9 iv 1-3/4" 0 BOLT (TYP.) L 3x3x1/4x6"LONG (TYP.) VARIES _ (54"MAX) Tq. 2-WO (2"LONG) WEDGE SIDE OF 54" ANCHOR BOLTS WITH NUTS CATCH BASIN AND WASHERS TYPE 2 (TYP) 5 N T/16"A e - HOLES— L 3x 3 x I/4 6" NOTE : ALL STEEL IS TO BE GALVANIZED AND PAINTED ACCORDING TO THE APPLICABLE SPECIFICATIONS. NON-SHRINK GROUT SHALL CONFORM TO THE SPECIAL PROVISION FOR GROUT. CITY OF RENTON APPENDIX A • WELLS AVENUE BRIDGE DETILS FORSUPPORT OIL/WAVEL-R SEPARATOR 86WO02 ( 21" STORM SEWER PIPE ONLY) Sheet 6 of 30s Bets • �� ,•nl✓•� Inr Mq,Aa.a ti r. 5 • K- ( -- G �Monnole Ring end Cover S4ct,on B B' See $to Ron No 42 Brx'M lit tIi tI _F 51j Mortor L" 36 b 24"- — PrrcostGone 2•C'— -S '�. Sea l,an �9 c — - -ti - N'ecoll,54 W 315 o Cone Sect-' 8 Seams SNo. See Std Plan 41 nI _ GbM 50`y1 Conc f 4 M,n .y o MM•. 0a p rillaQ:• i ct5l Base l i , Nllrlor '••r„�• •e O Sectwn.. ayy,� A i M Qag I 4°d• ;' OsaW�.1QtSa4 i•x..• 59 ;. 4 Cl yl T• tr n of f Ca+c —' ft�ured ,n Place , ,NOIe 3 d nWole e 3 1bVwfOton Slab Poured ,n Ptace Foundoton Slab with with Precast Poured in Place Bose Wall WWl$ectwn Section C•C Section A-A w.1 Notes t Maximum Pipe D,omeler.36'• (Max pipe Site May 'Oe limited by'pipe configuration.) STANDARD PLAN N0.35 2.See Std. Specs. Sec. T-05 and the Special Provisions for further requirements. TYPE 1-54 Manhole 3.The maximum dimension from Manhole to pipe ioint applies only to pipe diameters 24"and less. Remed MISS. 86N002 Sheet 7 of 30 sheets APPENDIX A ---Tyyppee A Bfockvg Type A 81=kvV Iw 111.e-9,30•wrtm 9eMs b,11! ••Xr1fe lkd artl0� ve s 4 Phn1 m kv �' �y bwcke 300 „ D tB , 6 -i tt 2 x 0 ]00 ;t II x 0 8e 30 41 35 > 41 e 30o il, to xg zo J 70 _ o 41 1x 250 11 3 x0 am Jqt. 4.. _ �. 30 <J L w 7x9 11 41ti 7N'411 f Type 9 Bbtk,ng for 45e vrrtKOI e,"WS Type�6bCkk,g PGA t Roas for 4Y WO=eat ve s a L ftSy Cg E F 3 T5 e 7rrlTur� r 4 3, 0' 6e 41 I n 6.. *3101"0 40 20 .200 74 S 4 4. 1J 1 v Cmuso),com C o•n•.sc...• F STANDARD PLAN NO.73 Blocking for Convex Vertical Bends 86WO02 Sheet 8 of 30 Sheets APPENDIX A .tr wtYlYt . wtu rou. Y YYIrY ru1•Yl1 twlrn Wr)tu t'-O'\Pl, Iq\ O YY4\tw1Y1\ _ IYMrIN li M IY4141 rMY YYIrU • /� 4Mtl Vr0 'VO IMO W\IINIrY .a YI. 4/'r14. 1Y1wINwY Y WNlivl hIN WWKI i \\ �� �1•IM W a At ,"I w1I :' ••wtON Iwr4( a Iw[YN NMI Ptulrq. l Wv mt.,qI YW\Y \ IMIocl1111 4' UNY \__• rY011 ml PLAN ELEVATION FIRE HYDRANT GUARD POSTS \ � Ir1Y1M i11YYt^ \ r[W!• IN1 Irtl .IIWI (pV.I I4 rW)-1NC µ I Mu,t N•n+ tnt rYw nn a Woo , w WSMIYl1 • Y4W41 ON�4MM 1bNi IY(ti Yii.IyP. �YIIY Yi. 4W0lrrYl Ytr Ioiw.w IYI Wf t' I IYYllbw Ub i 011W totlr1. w0 •: YWtw MIMIIK M. IVY•rtrYr O tl IIIWl1 VNI M[YPI Y NIW. WIrMIIr .1.1.1 y.n\, uNwIV11•\nNw M IIIMIII l lYW `M IW iYa CUT nwl.roxN. w It rau •ww.• 1 Wn vnww �M..rlu can uor YYN YI. v YWrN1�-- /�� IOWn •a trt.vYV) f0 . ! P•I'Wp t )P)tlnw Vrb NW404115I(Ilw \INI. \4 Irl [WIYII MNUY � I 1 f twt4N h0tu.0 t"4Y.(" Ilw 1 41I1 Yr\ ul• 4 m.•rIY r n..0 Irr wrt(1 Q �� t' 4•( vYN, r1Y41 t YIW r<t\ lilY Irv11 (4.4rN \ IWu •0 wulU t0. N)b�n wr rV.40(t 10t nitiwr P-0 t' ttfl lIw Irtl, tWi I)P W'." l IV n • .10 lw IIW. II•N I), t1AIVi "'.1. lla{M1 r�r `y^ WNI IYtiN uYaYO 10 1r1. M'AIqp Irl MI. I14M1 IV1 �J YltrYi w 1 r\Yf IY 101r1 � wr. FIRE HYDRANT ASSEMBLY FILL FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL APPENDIX A CITY OF RENTON r01 tp r.41 DEPARTMENT OF PUBLIC WORKS r+wY.,rta d6W002 Sheet 9 of 30 Sheets i GENERAL MISCELLANEOUS DETAILS i VALVE OPERATING NUT ; EYTENSION DETAIL 4} r Ali i w' In real ua.lr� 1 r MIw voc. uaI•a awlao. In'a+ I+uan) .yll on{Yna wn n•n)la!wll `�. )n u, ua.. Ilgpl•115{Y a1-ia^•o`.1., Yµrl .0 It Va tY+lyll (1) 1KIM 11.114, wx oaNlw)Aft To a I.1.1"d OY( ill'All 1a6.ft1 till InuuO.to a a wlo 1.YN } b.` I.vd Yil smom t N'bo it Yl 11IIMIwf >p 1(aIW d ,1t1\ it tte a.011o, NC Nlvilt v"• lA tan a Nww tlallt l•N 1.•tljh GENERAL NOTES THAT 16 Y(tlb(O I1IWNllf1 utn tow u N.wao I[w SHOULD BE ON All WATER PLAN SETS Iy�YI{.l nLtl 1 •11 N•l YNnp, YM•1 N I,MINNry. l ,Y IYMI•N YY ,Na•11IP VALVE MARKER POST nM\ e• lY [n,ar k"IM uol•y I.M•lwl .y tM yu,l Yn,!.• w N•p lNM.•N M.1Nt111N11M. ELEVATIONS j III INY11M\Y, N\,Iry Y.III\If1 ,rlvr IN•N•Y••Ylp NV 11 •Mll N IN eMlr.f let , N.MY,101\.l) lY Nr11) lM IrN Mp[O+f(1 IN.IIM.Y N le IN1{{WM Y. {r\Ir.•MKf all YIM Yb NM Ie N<N••' .141. lM• 11,tM1Yryq to M51 took'I Wt M 1.\.fl M.1.r M, .....M,I(1•,1 v (.N^t wu- TT '1 ).1-,, M Y ty.M.NI .Ylly A"" wl.w I.Y)1 {.)1...)..r l.lfl\ M•1I1Y . )s 1.N N•+'N lN•11P HNI "a,y to N LINT { all 11Ury1 1.A,Tat ,Mw l.Ml'1 1' ..Olt,M. 1NI lYNllo {.N 111..!MMrry tMlu•Y.y le Ytl 1Na. .tl.la ll))f,M5t •t l.11-1/" 1.)e•. "k ib <M L.yr.UM. M4u o1Mq•Ir .N:.I'N M Ii 1 {II..\Ir y,w 10 IMMI .w.,Y 11.r 1.YI.NI•.Nw,V t • M IYNs NI!IUIM PMr JI I NN•Y. Il IMYI .M Toy!-IMII N e .M•1V.I N 1MMI NI!INI\Y Mµ Il+.rf MINI tlllla\\N<v.I M1M Y M.N N N IN..N la a1N• •11 yllr Y•w,.M11 1 M"' .1 Y,\N.M.I.I•ININ 1n ,f e.N.+N.11+ IM IN•I•rl.lrlf .1 tM 1,1) ., 111" M.\M YI••y1M 1a1.MOII! bNNwl III MIIYN tlllly.MIT N NM N(M NY,1Mp. .•NN ,MNI No.1 IM(Il!M IMIM I •1• t I•Yt„I tllfNN.M.Y.•\).fWr +Ynr M\Ito.111 N wNINY MM.1 Ie Ilru•t YN tMN.NNr 11 .. to.. IY(Ml•.t 1.•'\ M•.I.II 11 it.NMo.11 Y1NI.•)P•+111 NL. b Ib.l1y alILYaPM' wLN .•tat___•�Ijf ) t Iw.a11a IM.,t1•N•No aN,.N.o NNN.I, 11MI M NUN N M 1Ya YaI1 M. )YY\ of •aNr1,te.l{Nll atNO11IN1 N IM[Ia.• r•tM 11Ep1[I).V•.' (a INpyle 10A1 M111 11a(I YI•ll a {IYtIO YI IY ry10(QII)p le •ll lMYN1M\.I,I.IIy y1M \o M tt[.ry11IM\) IM llt).I tofu MIYi Ali IUIIMIIdYN Ifk%W)a •11 Mt..a.y NLN.t1!YY YII.111\U M WY-'\N Y IM Mtr.l U• Nk -""to P la 14 Ali Ol NtyrtO 101111 lYl 1pyl )IMII a MIN I IMNNIM YNI N.NN.IUMI t .1f W a616 TO lot YpIOY•1 IM to .•trl r NNvvIn,N A. I.Ult.• r•Ir w soft I( ft(WI(D I.,wt ale Atw` 11 Ill I N 1M awnNo•A n,IM11Nh;)N Mery 14 01,11,r.l r^I *It CIA%Ilcu y Immak. `m Aotl ( 2. low, b uN+u N Nt t11111y.1 .arllNtllM Ia Nt It )W( u a•Il• I Into"IY1 1ml YIIII lYp in.I+A[V YIIY MIa Nbler It 1 1Nal.1 le 1M.IN t1Ya Alf dyeyl)11tY.N IYtoyip, IM tNny (%.u1 AS SKIP III Illtaaunla ..In .N Wn)N<NUN.I" a Ib ao,•- t0. w N1wr14 IOW. tvoMN Iwo WATER STANDARD DETAIL APPENDIX A CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 86N002 Sheet 10 of 30 sheets CONCRETE BLOCKING SIZING PROCEDURE x•1•r (' ••I�n •r a,rnlr rN. re• 1• MriM.•1 H r 1••r Y• NI. NNN;M IM •.r•+ IV • N •1 al.,a •, ,N IN�e�•� •I\N �• rVr• n•r�••r, 1 •� IV � • •.n•H H•`.n. • rwiw 1• \ rY�. •V'rM�errrr•..N 1 • 1M � 1 H NNn In{1N�, 1 l • (.,y_ CAP .•.«..... . M•,.L..r, w r �•a.IN 1 .... 1••r :n�• tar 1(Np Ir r ,.•N..•... 1 1 ... 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Iw l.Ib fJP 1J.a Lye np V N�oN. A •,LI n w o.,.en•aW s .e Ib •r ui.• r PO LfN y.•Oo •W W1,Nw1 1.110 S.tN Ipb • lop glop 11,Np In.SP f.lb l.wp is !Ciro PJP 4.PL rN.o un�•1 H•Nw{ 1•H R0 11,9P 'I'me 64P V.160 t.IV 0.N1N HN•N.H/"HN-)Of A• ` "•0 H I• N" a" It. WIN IS.)P 11.0)0 Ll\C 4 �s IHb!' tM IHUN•N.••..I. )00 h"w •H .YI IP l)1 •S.,yO M.ppO I1,L20 17.110 1.04t r•p Irl• 1 p•1.1 pro. 1 \•.renN Ir•rH Lw IF IN b,Mo )i.Lve ILNa q,4p l00b wl Lr F•I ).b0 IM.IN •1 V Ls„r.NN l r�r.. l .•u uaa .M•L".N•• {r ew•a, it K 4.11Ap 4,1b ILNO r•.q0 ".f•p H 11a.'N pn)0 NM li' 10p „!4 "Live N.NO SfJH 1.." L•N IV•M.•I l•1•!••1 IM ,NHI W 1�4•ry1.• •r•M. )O. )W 1\I,IN Iw•Yip Ip1.IP fS.l\0 14.ILC lnl •• rH YIN•Ir IrIM, IYI ) INS P' IN M.w 1/1.)P lyt"It N.\0C Wnt V.•1. IIV•Nr• ••.!•IM .nrer•1 w. 1 Nee11••M •AMA YIMI•Ir•.. HN.•cra..a. IN • IGTT7:: ii.• • ) n.L. r. TABLE 2 IN•1«Ir rl,•. d 1•MH N«. 1tif R•!-•. -.-:r 7.1. 1 p.1 •H•wH .wH �.a rr._l wn+•r rw.•r,1•.eH Nw• uat T� 1�.. ,r•..y INH cw- A. IM r.uw,.N•NN .. 1•. 1 Nrwl.�•w f4 M•N• aMr ewr {M f N Na•.H •Vlrjn rry\rr�y1.�M pIR • 1 1 ] IN. • Mrl CHIN\Np wlr•YN1.p 1Mu•1•N 1•.1 •WWI, _ rl�Illp •la 1 -� �• ) f•11. r I LrV••1[•rNe•ell.tIN �Lp0 4r•WI• IO.LY' Ly�Irr1 bol✓ tw.H••Ir.l M.l weN. w•IVI.s.N1N •IA•L ••{I •O.L11N •1•wY•N N•r, e11 NrwN.Mlt M v1V1 h p IN• 1• „o Ib rH•yuw . ••i ry H WI NI •111. 1 N. 1.111 •aAlla ,e•1•••w•�dl•411N1•1 HNI.1l1 UN�Iry1 N nuu LrNI• •o fe N .• WATER STANDARD DETAIL APPENDIX A CITY OF PENTON x.1 10 •CAII DEPARTMENT OF PUBLIC WORKS .al..•. „., 86WUU2 Sh tt 11 of 30 ,haat& TIE ROD SELECTION TALE .wn pr m Kr1 Inl nn+w1 IPn I.•own 1" 1K 2.110 11f lA4 1/f Y 100 Lt00 SIN 1.I )IN { pp 1fJW lw" NI lq to !lS 11.41. )IY S/t 11, v" tie 1).fla )/\ SIN 1• 1S0 N.]OD 1/• V II) \SAW I/\ SIB It )x W, )/{ SIB ]o 1W Y./•u In I SIN, W iW 1N.)1p SIN W" IW 10).Sb VI wnS I Mt, oY I.l Yn I.M. wl Y a11w1 vnK1.Or It'm•.I a I010t ] IIt Yn tW YN Y110" 1"1( Ix1Yt nM1 n IL•V M1q.01 •I..1 1"0.m SIIIABL.I.t.w SIMKM1 O nl(ul Nr4(t VS(I 10.at Yn.TM�w1.1 L.,, 11 tVlllt ll.\Ip 1YIIWIr IK IN[I I01.( IIM • nl Yn f.1 61 Fl.w It10 n cMllO.n. ]tYn <MYr ul.P11.»9rt Ilk. 1l1•I)_n ..�0.. .11.: U) tlllt.n0 falfll., 15111.N(P�O..IIP`0.(atoll ..... N Nlr IO ti.tl M1q Iq Y01 n MNr It Gr •00111Ou1 N.tr. ul {aI IZ tw.. snp..ela IIM tw11r [0..O411a N I0w1 nll\Y[N.04t�P N I:w ------------- CAST ON LUGS TIE BOLT RETAINER CLAMP FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL APPENDIX A CITY OF RENTON ,♦ ro �c.0 DEPARTMENT OF PUBLIC WORKS »oflwl. Yn 86w002 Sheet 12 of 30 sheets YII•MI• NI ,y1 W Y Hµ•11•I IH\V 1 (1N1 • r.l . 1 / w I' W' t1GM' � I..WY•I Il11y � Isc4n YruY ', nN r rwIYJ i J' WWIII)IY•III1, N't�1 PLAN .ni. :n• .,a tm, la.. 'a • r. ..�.I s_, vYY•o lei Glf �en r .ILu.H YGI 1 Ww4p Ion hH Y Yp,W �\ rvNY1 MY. ff4AG I IJ�C w1I�Gw Ww,ll. ..1 riN e / 1+1 a I"4\I WM. HYµ. Y IgMG b fIr4W�4I)!e 1" 41 nNU ,mi.w N H hµ I_4/nVitt]ir•NN 1UtM1\e I,1 •I^W tY ELEVATION I TEMPORARY 2" BLOW- OFF ASSEMBLY WATER STANDARD DETAIL APPENDIX A CITY OF RENTON wo\ w lull DEPARTMENT OF PUBLIC WORKS a.\�rnll, nn 86WO02 Sheet 13 of 30 sheets �Y111 YI. all 17 1 rr «uc Y E I«IY 1 YIIIr Ny 11 1 Y1 I( :NIYI. NtYL IJ 1\Ofl Nn f I I' 1111\010V« al 1vr I Ll A Ila [{MNO w(YII Mb Iw r A ulw � r alwrxs rryr �`��- u1u _ nIL tM{Yll hKUN Inl Y YWrY• ) p"ILKY Vlwllll IY.Ian. I) lYL PLAN pn NL rvl w1.rmYL Io n WYYijI[ r/0. M/nL([ASf IK.Y4Y( W. 111 •yi (N(Y11 Yl(I p.Yrl. tWY f0 tn.rY« (0.. siYMK I/IL [uG pNpO nYl f1111 1V 31[llw, Yil.YWLY Vsl 31(Pw LIKfu f0 N) [NIY, lOw l0"'Y'll f1Y (0 p 10 YII/001 1rYwLl { Yrilyi� '��1 Iy�;1i• tit I{ MMIY.I/11 IM III( I..1• Y011 IYIY YIIY )i' W c[YYY 1011.1 1..1 w0 I I.1 II •I YN(I.. 11Y40 I'wwlYe w nn +"wvwlns Ip..w, I IYt\ Iun.11 rn V11 ON". 1(YYIe (qW IO SfYYYw i'1A0 'W"I M )"(Ipl U1,L1 KMIu 111 [10 11Mr I"IC I(M I GI(1 .IY\I I' wYYIl10 ISY IIN 1 wvY1I10 Ip IIIL "ME.w 01 nR (pt.It n) I LOY - .)"A' I'm IO(u n .I[w'WYIL..pu[ I I"w nh VI W[K MI. tl' YI Yll.wl P 1' Yx[M MI. '�S I O•'O pC{..'.� I.51 �,�LyyYp ,Y5���r�=S �t .• .a.ttY.LIN .wll{ swl. y,�• a"f"%�:y'Li ,.� wl. fY1l�eY a (m pL1 Y I« ELEVATION 2" BLOW-OFF ASSEMBLY WATER STANDARD DETAIL APPENDIX A CITY OF RENTON "(P .e w.. DEPARTMENT OF PUBLIC WORKS « ..Y.. .I. 86WO02 Sheet 14 of 30 sheets Y � MtIM L14OInt, MM 0 yPY MUY ILY�b. trwn (wanuN nNNr. sr f.aW rN .np U Ytf. INl t[ __�_�_ 1•Y tYtu11 nrl ra Lp rYrl (YUIr NOTE . I �� 11Np4u LVrpl tW\ Y rron Ni Wlr ,,_ MYIYtp I rYuH\llLl 4IIIYn\ YMIN., I1. .I Nl.l.r nl U l I,." (N[Yll 1V1.1 I" Ill W{Gillp 1[1.0p W � ttYUlly rpvltylPl r0Y [Vl 1" I.I(• .; vl pl (lwrw 1lp 10.\lbl. PLAN Nuatr. 1L r tul n rl Lf14uL. I Y. IYlrt lY tN1LK1Y t.41 rWl fW M IW \(wKtlr IIVI\• LIMN II% MO YYNt YY1 VII.b r01% n [LIU NI-1 wrpl[ -IN YL :pro Ipw\ Ip Nwlt rNNY•to b f%p. 1.01 LID 1.11r1 lY Yl )IL .0t1 Li UY tIrIV.1%Y%pr UI(u. YNf [t OIL tOrV 4•YL Yal YNOIb'wIV ` •Mtpl b1 0Y\L LI t.tl rlt• `) PppYl 1p 1 .110 I.tIY\ f.l• Yam_ gLvu fUpn m.ml e •�' N'lslr( .41.c pr .tlpvy.. nY• rro uN+ t4 tr uw It 5L tLn 1• fllr INM\ [ LI.,IIIL tY[ L LUYU IwYI I Yll4\ rN.n•(l1O rW lyyY •NrNLII.Itp :.t\vrll11 1.llYrpY lEE 11L+1\. Iw!(ilp .Y,I.,WNr 1pY. IC LIMB nrl UL I U ll wl4 Nl%I141%.11 1.... 1. \li.i\r INN' IOILIpl.1 YIINp r�11 111I I Ys:� Y�S UY[ml twrYl nr .f l aN,.%ur:nL a fu»YI rap rono. .m1 I! • ELEVATION ELEWtION 16%180,20"AND 24" BUTTERFLY 'SALVE CHAMBER WATER STANDARD DETAIL APPENDIX A CITY OF RENTON 86WOOt r' DEPARTMENT OF PUBLIC WORKS Le.YLwY LYn Sheet 15 of 30 sheets �w I.nLLL . Iwwaa vN.n. 1Ler.NN IK.s�N sr Nn w(n INI.I \.rYLI(.(D . ILOIL M INt n4 rlll5 tput Y N W'.0 h PLAN �w..Wl .I.G N4(Dull 1D N ). (.1.. Dr(.iK l•rW( 1(.DI.M�( rN/.p.. [D ) .( fND »(+D(fD Lrtfn rN av D.4ux m/ [DK. I 0=12 1 w I {Drl. 4l ..YI W.O�K'Wtl. .a•sn.sro<u �..w rc Mr Gfn(rK 1Vf[ N wus. n.n �.. 11 vl' _3 N-a. D .y(._. Nnn laK umW � q".K.rw u(w (•.Yn Lpy.( t[ NJy[p(411 �� I' rpp:1S. ul. N tlana 7 NVP �U 1 D N5l 3(:riM L�M1 MNV(if In I fvrw rY w.ea ..D u31W rygrKllel r0.n IM rD llwrDy.ll:4V4• [D/K'It ',[w4110.DNWnY LYN1:•1•;� (1Yl(. L.W. mP�Dr LL� .O..t ELEVATION ELEVATION 12" GATE VALVE INSTALLATION WATER STANDARD DETAIL APPENDIX A CITY OF RENTON p\ .0 "•L• DEPARTMENT OF PUBLIC WORKS N.IIL". 1..0 86WO02 _ Sheet-1-6 of 30 sheets u•I utu ♦.[VM allst rYYI .51111tV dull H Iw)1Y110 cafl .Dln a lIH Nc.rom Ylu 1 .laNlw }' plw I.T14, aiyy H.0 HtlN N111 tIMOr N 1.5144I0. IYr1"YN\IwY Call D! ('.1% 10<NN lg I wlp IDI.I H. Nlw Mfa (' gIwIN SIYIN. 41Ylt(M tl I.ftYlft m Yc r 1la11.N cl,owmD I.w lRt.1 np ( W..1210 op..111 Mll. YI. ID 1 Nll YYH WII H Co. Ilflt 1g111 ' _ 11N br.+wt.f HW+HD. .Tl. IN14 V11w. YW1 p"•t1 I[ (a I A".a.W4 Npw[IIII )/! iryl w.rlwa.l N,at 0H• awl, 1D 1W"1. am Y to 1 w.0 f utu w.a q\n row nn!taut. iN \D r .mu4t. ru. 1•.(lwl n\Yfu nl .wt �1 uog _•___. r sD• Ina �' �I w r awtl Yrrrr r4vf. \:YNot Y' l [o Ipr rirt J rD ar�+rr,n ulq tp• rrc . ,IG rt lwc .0 (401 r tpru 1a (1 Itw ou )"(N nM1 Vf wo(t fa oYl• �• Q4N M oWl u.wn T (9'Qn`(s0 y t Or HItw.1.I Cy DC !! ! �4 1 1of '• fon tw.oueiw srwm. •Cil�...�;: _ (p.n rw�wc I- m N,- ra to1/(r. . • o l nat a law. r to' sRV r wrYlfl➢1.. I Dowo wql.nfuu 1 rnl 10 M oW(H 11W 1 1 1 l M awue w I as. r .0 .wt Wl Y(q. uuJle. t(M Ptw 1 11f I n Yla Yo Hfi w twolgDUO n IN AIR a VACUUM RELEASE VALVE ASSE14BLY WATER STANDARD DETAIL APPENDIX A CITY OF RENTON Hol m mme DEPARTMENT OF PUBLIC WORKS uoNf.ufe..we 86W002 Sheet 17 of 30 sheets P[.nmw muw nw re wfaw ntuu YYw-sum,Wlt n ) nPvl t\wW •RYµlp•i 1W R<W it q.R n V•1 If.1Y rom aul 1.•lama YW a •ta P4• [Iro, v )rul nllp w MID L 1•a muulo. r•ona .eoniPa a•lx a ua 1p ln•n [v of .�Y roan n .tw•nr wv wwt-w I a mlvuo r wrr�sp ..Y•ul _ rp rn • /g111 [PUlrt Nn• Yp4 y n y tN Plurt p Naa4p. / 111 f1{II .11� e�1 I'll lV t-Yl••1111 aP.LLIiiP. Pdl1 lW.. ,C iR.. 11 [p .yl/Ip I111 j •C 1 Nll•ep1 1.110 l..n.\1 P1�TI Ill mW Y xr n.. YI\.tlptl 1.011 n✓l{ MM1Y pW Yp 11! uqi{ W�P 1 1 I II Y\I I IWYlp 1 W1 41YY1lIY �•P II.1 l*ryY•.Fl\t .Y.rt IPI I Vj pn r LPL - t-r sp•a.m m.mn{•loll LIMY aYm �) Ynrluo aP nn r [✓rn. In •apt IP eP1. m nlr<wu ��•� �'�' •nrll nMi.d nypi Si y' \� `y� 4y tM•pylla tip p' N••, It -� Iti�y- .• a .,.y Yryw\o m.n.. 1a+1 1p 1 .,. jam.• 7' ';fie. +11 t41•to .Isotl <lml , .two WWI. 1R11R aJ" 4lv,,illC �P N'W M)unI P 1" • r0l p r1• MY LP Wy !p• nr, rnU1; stw Iur¢t .ir r4 YRYW WIVI tlM+� ,rt i 1p Mt 11f t0e4 10 IU[C r' P aitwl ✓lD R ILSIt IQWI 211 AIR 6 VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL. APPENDIX A CITY OF RENTON nO 1p a� DEPAITM NT OF PUBLIC WORKS m" h.o 86N002 Shee 18 of 30 sheets e�j.It MlYryYlO LaI-aWr or as tw[gq Ka.wl Yn. ±± IYaYI K)u fa H rwH.r.lIK t1w Lgll -I'll ll. IM t. C tyI tO In-I'll Illrlt pY U G �' w. !Kn.w {I EE .... t1Y1L10 C .1 Ia wT Yla II"wYllyl IOIY HH [IIYI IIt- Iwo . . .. rt Iw II-1 IM It•, gPI YHI WlK .11. Ita III[ II•)LM!" I[YSl Polwf PollrwlHa YIKS SwY t0 JMf IMU t0 h1Pi'I i WIt.on.SY41 H SWlllla Ww.H,Lw IIH rot Un 'wlYYllll Iw rIn w Own W Iw a wwlwl �falaHtM SIa (M IIK tM1w IiW4 R ryl1LSt Y.Iw3) ^M loot. HgNO [IY.:YIHp L A t\w. HKNO. I[ Hwlgt palt"MIt ftPos.onYti HYM [a w0 �al..Mll[tl Mly It"Id iOf.",I,II I Y Ol wlg0 t UK W tow. Itwotl )0'low. K"40 [1051 YIHLI HMIY ILMO !Y I1W. 1tYW0 IHOII fiW Iw Ion Pon"fowl, It. twr n PI It 1 a 2" WATER SERVICE i+ nf•Hf Iwlgn wilt Ia it !I.wl Mrnne gme..wl pl YIA InY [[Kl altlO ltrtl lma / lIw145 poll Ia n rw4q. [! IOYY K 1tFoln K PI Y it I. yl it Not.no, L .I 1. PV H 24.9 wnt\ra cm.0.1 E Ia[Molt)tw1[I IHMI rt Igll It.t0 Y•1t)w w1 W 1.Pill.tra I. lot-Y c III"Illt : lIAYIII IOI 10"It'-10 v 4155 +I 10a0M1:o-$IV Iwy It.I 1.... np •�'wtH I310101.N1K to fWLI)1)n[I SqW t0 MltlY rw 10. II-oSaS :yf14L10 Oi q<ilr Iy10 OV[i:lt IYa Ot USI ttM I:oo Wn0 Knt it H HMSKI w\K top 11 U.M1 loot\0 o4V5[ IS t0 / H IIIO 1" 11 tY IC.W IYStYI 4 rvIt 'i' f0p[HIII No I,"1 .10 10 I IIH I0W4 w I Kluu fo l fto,YII.04Y flit" Itw Cr. Iwq N. wYV fwR qNH / I 41 YL Ittt.11 [OY.1 Y4.YI.II HI, uau.i ¢ muu rH•. uYI:I l ^ ow a+10 IIn141.I to Wq. Mu 10 Iwv:H 1'Y. I. 1&,,. GV Iq:a Pit; wIIII[ HtYlfl 11. 10 wll. Y d I' WATER SERVICE Ia IUYIf If tYa PHOIK fllll, YNba[14.1 a.H Wnl 11w IKWI OOWLI trIs flYal 4YI IWl R wlSllt N. WATER STANDARD DETAIL APPENDIX A CITY OF RENTON •oi to IC.II DEPARTMENT OF PUBLIC WORKS gtPot"ll. "II 86W002 Sheet I SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE I Retap Existing 3/4' Copper Service anC It necessary Adjust Meter i Meter Box to Grade NEW COPPER Nov" el Rvsc[♦RP[ saw aaw CMINa Saar, our __ axaln[a aseRNae URL i '��' CUT.eENO a CONNrCT ExfETNr6 COPPER LOW TO NEW CORPORATION{TOE IRw om SnArm a cur TYPE It Retop and Replace 3/4" Galvanized Service with 3/4' Capper Service and If necessary Adjust Meter i Meter Box to Grade TYPE III Install 3/4' Copper Stub Service Including Meter Box NOTE: 1. For TYPE If t III Service Information See Standard Detail for 3/4' 61' Water Services 2. On Ws!ermalns that are Bonded for Cathodic Protnctlon Ali Service connections shall have Service Insulators. WATER STANDARD DETAIL APPFADIX A CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MAY 1984 86N002 Sheet 20 of 30 sheets INDIVIDUAL SERVICE PRESSURE REDUCING VALVE FOR LA' 6 I' SERVICE (3/A' SHOWN) FUNCTION INSTALLATION THE FUNCTION OF A POESSURE REa/cND VALVE a TO REDUCE THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE HpH-WwTEA PRESSURES N THE SERVICE CONFECTION TO AN OUBTtM EA'S PROPERTV 'DOWNSTREAM'Of THE LE'TER ACCEPTABLE RANGE OF 55 TO 75 PSI P45TALLATION OF A PRESSURE BOP. RESPONSBLT"FOR PROPER NSTALLATIOHL OPERATION REDUCING VALVE IS REOI/IRED WHERE THE SERVICE CONNECTION AND MAWTO"AICE OF THE VALVE $HALL BE ASSUMED BY PRESSUIE E%CEID N S 60 POUNDS PER SOwRE CH INACCORDANCE THE CUSTOMER. THREE POSSOLE CONYTLAIATONS FOR TO THE INFORM PLUMBING CODE INSTALLATION OF THE VALVE ARE SHOWN BELOW A BUILDING DEPARTMENT PLU BANG PERW IS REQUIRED PRIOR TO INSTALLATION. LOCAL SUPPLIERS INSIDE HOUSE - PREFERRED CONFIGURATION NO FOWLER.INC MCLENDON HARDWARE,NC 13440 SF 3, n. 110 S.YnM B4LLEa00 WA FE5-ON$5 A nIPI BEARS RO L CO THE Pll1MBNG:OPFT,NC 101 S w.° B..VD. 351 UNION NE. R26-232 . 0 ENTO . RENTOH WA Y36-3YA b oMol �O-- FLOW * ITEM 1 900 GALVANIZED STEEL ELBOW A[/11, OUTSDE FOUNDATION Y 3/4' PACKING JOINT COUPLING W/MALE IRON PPE Y EA, THREAD FOR COPPER PPE SERVICE- FORD C84-33 OR EQUIVALENT FOR GALVANIZED PPE SERVICE iJ FORD CBS-33 OR EOUVALENT or 3 PRESSURE REDUCING VALVE W/STRANER- 3/A' TEA. WITH UNION COUPLINGSr. 'S. '� 41 AT INLET AND OUTLET, EQUAL 10 WLKENS •SO0,WATTS •USB OR SEARS 042AITS9 2. a ; A 3/4' ` LOSE UNION-BRASS (M % F) 1 !A. 5 314'BRASS VALVE VARIABLE FLOW 6 12' STANDARD METER BOX WISOLD COVER i EA J CONCRFTE: 17 1/4 A 26 S/B INSIDE DIMENSIONS, EQUAL TO FOG TOTE METER SEAL CO.02 PLASTIC 13 a YV 34 INSIDE DIMENSIONS,EQUAL TO BROOKS METER BOxADJACENT ADJACENT Tp WATER METER T 3/4-GALVANIZED STEEL PPE,THREADED.LENGTH VARIABLE AS REOURED •..w. 6 3/4'a 1/4' a 311' STD BRASS TEE 1 EA. 6 1/1'PETCOCK(M It F) 1 EA. �7 t5 ,1 .. 10 3/4'BRASS NIPPLE VARIABLE T ,` r n.mmm Y FLOW 1 Y ww....r WATER STANDARD DETAIL APPENDIX A CITY OF RENTON 86WO02 DEPARI.MENJ OF pY%IC WORKS oul I CCKRRI daft? r 1•.1' NI"D alaLL IJTa LML.. Canal" I.S."... I'.a•'. t'.C' LCuhL }0 atAOs LO.Csfla IaW1aYRa, IRE. IfTJ-u WRITE" IDOH IIH ` PIyNAL a PLAIN ELM , .T 1 la• rM1W r]LN "PID/]<M COD"LTIO. ClRIN a"aais 1 i 4 _gjRT ¢ LA 3: .T ;•'1^. ,•. -1w1R CIIt4 WILY! vim V t ;I L Lyn WAIL WM IAI"T" ml V nyleLD ELL ! F IWC[a nr 110116 alLLvl, N.J. c MAN a". J/t`afficl" MW OtT. Oitl "TCROS CNECI WIIM 1" Co. (01;AL TO M L b CIDILIK RTC CO. o'd" 11{ASLY }� / .IOOtI C.C. Dllt@"GI- t Aaarl. ILLT(CTOL CMI<L YI1f I aK,L. athfS YYIM 1" nT( VALVE, I" H[TLI AND 1" CKC. CL(tl vhLK � all All WST IIILL hlW]rITTIK— ASs atOUR[DI —�� GATI VALK WIN L�IR.ICATOO MT ;OWL TO AOC.WELL Ilrc[RNhTloa•Ll T OYOSOa-000 HOT( DIMILTtt OI Olt-'K SIUu BE L- 1. LSAT( VAULT IN Yu lIK IDEA It' "act. Ta.N TIP( OLTslu DIANE", Iql 1. WINS. of T"1 Illaf ]. INSTALL nit v.tvt 1. ..TEO LIM T WOOLY INC Otl ICT00 CHECV IN SVN VALVE"FU THHIII'Sl"aiiOlTWIND THIaUCx vmtt a1HK. IV Y.LVt '• —� `Cbll.(TID"Llf"MI(K HOST act BE WI( THAN W .WAY TEE .OIL I FICH VAOLI J. IIIL TV at DICTILI IIq. CUSS T], C41LS7 LINED. � L. TdNMAIY SMPiHk7 SMIi H PRO- VIKD U."A VANE$ AT THE ITN( a 6sLtUT10. TO Qrtl( TNI PI TO 1. HALL" OILNIK, 'ME. L . .♦ ' CONILITI I.STILUl10x, "]IGHL TK TEANINA01 SCIM I AND INSTALL / COKUYE SUPPORT PAPS. ,1 COVCa(Tt svlt l PAD I. CST I" TNIC. A S'WIN CT%Af . SEE MOTE . ]]0 p "A"L TO A . Ky" MC(S- W TO TIT TM( JI2(r W Ot IIH LRULLLO AND CONF'SS INTO PUCL LL[YATtOa a" DLTLCTn CHECK VALVE THE CMtMCTO. INALI LWL SITE I11L TOWN IS COHtAR[D TICKLV a[M6 P .00 VAOLI WALL WITH Ib WIDf. LICM11 GIDLT WERIM 10".l A", a".'ll", r.In" .O D Pitt. riot D(TtQd CHftl 1.0 KTLR HSsmM v WATER STANDARD DETAIL APPENDIX A CITY OF RENTON DEPARTMENT Of PUBLIC WORKS H01 f0 anl( glgaCa 14] 5heet eZ ot 30 sheets L\Lll rl.\((M.. MuM YM.bOa l+tr p'�F•1'-1 10•Y \0 tlHM(Mba PLAN �a Y ) c•iY run. n _ // I Wu 10 wM1UP t0•.l1bi M\N 4 ibYA .0 nlGl. IOw1 1[ n[• .'rl •[ ` tfuYl I,ppytt �\l gO1111t\ f .f• )!t.iA�• L(u�•. G.il L 00 ) r[ .r l I •' Y )"flf.ILI ttn.t U.10 W[nLL nY tuGl.[NVq Yg1G t111t 5)•.n ) 1L lYL bt•M 14 .r\t"IG\DWI ,III lPW 0 Mil i0rrum Nll••9Yt �10WI rtYVLAA 10[.-1)1:'l4 Ip. >O I>urW ll0 tlG•1V IMAll" InNI.hn At(O.[lm Nu _ IN, IYt Wt.RI I11P 111 11 S1 nn ldP•10 rIt wn -_ r•tu w.o It il• wtrl]"MN IULt.t.1 MpM rY M..PLY .giul III unila Iu .t NII 1.Ilut In ul. IM 0. IW ELEVATION 6",4" 9 3" COMPOUND METER SERVICE WATER STANDARD DETAIL APPENDIX A CITY OF RENTON I \o trC•11 DEPAITME T OF PUBLIC WORKS Y.trG.. ow 86WOOr heet 23 of 30 sheets "MM Nnnp to twL n WHLt• NNV rN Hilr N HHtI YgIIN lwlu NI 1I laf1 IIYYI IMLt.•HIII. �II 1n tNMLL SIY•IIw, ti lln�M 1 «ll N\W. rI . tr ` WM NYY 1 11 f rNl Yltw Mooftll i 11 my I- >' r Lwt, S rt IN.uN N b watt tW .ti I"t l' 161.111. IYIII•, 1\ r I 1 KY x 1" DETECTOR CHECK ' gNLl1 tNUN YAITu. 1'J{M\t NWNt1r1YL !11• )Till hHl lMw YIf 1Y NWprNf 0"4H IM WVTN [N[gfl rYNRn. IN I^AU r'.:-Nl[l1N MU INW n MtlF atfl.�Hu41W HIII[0 wl Hll r "It ION. I\. MUY Oar u1.Iwi PLAN $"X I" DETECTOR CHECK "'CIO MI. rN1°` w "'"""` LN 11 wan. . Nn1 wlwrN� 11 LN IO wlln, rr.I -- ^— m. WI wYl w J t yi,lilt' I NW RN{41.rrtv r afn Idyl 11 m r1I.wn..l4 wt fonu n )•.1 WHIt11YVII4 YI[t[O. IrI"Yttlt YV YI. II rwJ )'•1 LPL, MILY {C]N SWb 4)IMII MI [Y.TIN It Yfl[Tp(w1U YI4 1"M.fi- wlAsl NYIK I' NTl V4W. 1' rrl{w M 1' tNtr W Y YITf 4t NYLt rISIV'WI tITrK �1 11Y((1[HIII IY(•NITtt. tM 4 1 rl' 0 4aY1a1 5\ / IyI to•NMu unw•nOW ow w 1. r 6" x 1" DETECTOR CHECK 1 wlI , I«tn r4xf a gxnN,ul..a ,.Mv,.L J ,nlul Nn run : vuN un s...... ....tlo. 1 iM` .rY IIRI v wnr.uI I.hovwt nt wtn Y ` M1L {line"CL wWl .N Yung 1 1-Nry Y4vL. vYti.m a MI nu tc'lw.nN v4x+ M^101 Sal•1+1.« wuMYa 1 I'll m tl MnLI ua ant U, t1Yn Uno •..Itt N NIrrV 1 1lrw0Yt• IWINI IW\ r[ .IN.WII wL.1 LWI 11 L" LOW. III 1W nw1 01 IN14LH10 11 IIHV sN IWI I.S If � .)" 1wY IN wW tld - jl -- IIM11I d .q Ir11 wyf y(.I.4 •rtt.[Mat it 1YIf44Nrw. 41et1 UI IIrYONM sW.pl YI vt14I {Y{Hfl IWrp� tW s tm ) bn• . • nY tlwrp.Jtc N INIIt It UHiv aunu.f1 rrt lYl L1u a nn I u11L Nr". 1 r1n r N 1I trl Y(iN= IW1 lwt 1N roY n t0+ttn1 llo-fn NMt.na w1 ttYli ru. r .x wul. ur.tt lwon 1.viw .. 4e nNrrs rol. :.g r nH. n t rt 1' V Lac. tilv.l tW.NI ..te tYLnle.N.ftNI1N N1l N ptn aN Itl weq • stl 1011 s ELEVATION SwXI" DETECTOR CHECA 1011 xi" , B"x In 9 6"X 1rr FIRE DETECTOR CHECK AND METER ASSEMBLY WATER STANDARD DETAIL APPENDIX A CITY OF RENTON 86W002 WOI wL[ DEPAII�JM N24 Op �USLIC WORKS MARC. Corp f 30 sheets I•' of aytl MOK I{NM\I MYN II MNo N 1M Ylry 1'•Alt.IYl1I IW O'. IK)Y1 MMb Moll N 1 PK Y(p w YII •YYI. Yo"IIK N K WH oI MrNI Y Y IT w ♦,Y a"ow"'( Illy((15l 4) ( I IIKI.)0 Il• T [Yw It •Kuu w 1W R[ Y'Y( Il tq(IK tYINt N et /.((l llrt(Y4)IYy fll I MYttIK W, Y a lrlKl tKM Noll MNYN• WK. N '", I KIN• ,w►',M Y'Il .I,l. I'mImt IYN . " A. ttolM NN/Iy•wl ..1 I.III,11(f/f/)IIKI IIR KMlpt(( )M MI((t wt. II- tYON1(Miry 1 pN(HIS YD )I will Ro a' II' K YIN 1" "I Imu NIY 1" M IY r1Yb1 IMYIO wl 4�•t�/1 1W(llr . rN l)l(Y(NY IiMR Mg.IY('lll ►'KNIw)YI.•. M' I'•t'lYK ►• ►'- 1•.w\.N PLAN •a•r\« j nttal twlNW NK)Yn. I( 1[ - 1 •1 /nHr 1111(qul [Dr(I 10 W.I.(I. 5 Nit IW(l(il '0•0 0•\"l I. J. 10 M. w( . 1/( si � of ;I rAmw -I _ __ Lv\l'INinKp rr4 If v 11•'M W, RH 1 IWY 01)�utp4 ilt)ipp• IY'M I'IIry (W W II➢N1Mw pH YO at IM{"IIM - tw(Rq w(l- "W"(KN W(lM 4( IKPD IIH. f.(NYK11r IMMIIw WMl MIN" l~I I., ELEVATION I0HXI'.ONX1" 9 6l•XI" DOUBLE CHECK VALVE ASSEMBLY (CROSS CONNECTION NOT AT VAULT) WATER STANDARD DETAIL APPENDIX A CITY OF RENTON "NTo►c DEPARTMENT OF PUBLIC WORKS rao- IYYo 86WO02 Sheet 25 of 30 sheets V•YNnO,M.I NYltt 1'J'M"I41 YM RI.11, tY iKY Iln twit W. M..." IOYI n rn\ V1Y"IW NrYiyai 0M,1 4. 10N N% 1".Rr wqr ItY4 t0 R411\ ltWtllp/Y\W.Nu Yoh 4141 New,. N Mta N\w W WYIRO Wt iM 4\I (Y1 Yfl Y4Y1 4l •I.N 10 II Ia4\N NYII W YN IIN IN4 10 Y�Yall 1"ylir 10 N ) tf"441 ll•lI„�N M Mkt li•1� llt, If11 YIt.4\I (Y\tN 11)1 [Yt Wt NRtlw J- 1••r INw S.r LiltIr f1.N1 )•- 'W01 4{I41• II'IY 10' 4{IOi1N• 1 1i4 AM..%•NY0 n. Y t .mY1r t'4 ew )0•Nn.M. r'INK NM RWlh YlMR1 t .tt141• ♦ Q YIIU 10. .-IYp.O µHMII {..Ill. Il ' i1' t'L f`IlIK11 X WN41w11 Cliff"" e-rNN 410 t0yillK 4YRY Wa ' RIVwl•Iwla Neww M 10N.m No wwr O1 KN It11Y s WILL.q, 10 r Y t w. !.A. - W'.r p t' •In IIY 01b IYtY W'!W ... 1►'YNIY Nnapl, 10 Y Y G. 00YN1 iwta Mw Y4Klr to 1 0, ralK Y4wq,Y-1 v pt{ O.l. 10 Y1W1 wWI K 1 Y\IUK. IYR WN.Ii. t'wrNr K41wlr 6.1-apt W'•/'•►'ttN MEIN 44Y+r0 rYt wM+YOWIt 1K q((I r'II4Ktr, t',YI Lift,t 1-t' tN4 qNf, {. lW{Ill YtN.tlfl t4lt M YR• 4l rMRMIIK!W Y 0'.{••tpt 1"MYNI twIf....I- W". IY MNt WNO wil 41W1 tN " YW{l Nla)- I-./ W My It" ewe.Well t'NfIM, IMM •wta\ 10 gYIW 120""1' N •IKitflwlp twll Net,(M0. K14 Witter.11M Y0 ,WMR Yyl 1-Y11•t4Y1 1'•hJl'Jv)'Q'INYY If IN N RILL, Mome IIN Yrlp tNltYtl OYNIt11. PLAN ten 1. 10411 W41 t rl41tK.4141 IY qU4 i. 1 W'Wt.NNS YO rllt R N :41 ON, (IYM 1.4, ). 1lMOMN {VrN1 tall N I4nY0 pNr NINt N ty l,Y N ufiul.ia0. I + +rttwilt iN IIN ,.4y,1 Nlt M la tMllll rY514JliM NWII 1N RMOW. I"-' b0 IN\all f4tYn to I I4. 1. iw )' 0 1 L r f 1Ift 11 NM.14 vo Y j 10Y4 10. Ifty Nf14Nrt 10 NI ly :.tl N r(Y INi4N0 Yo tWy$ Ift.6W uKl. ly iI.— YYl Mq tlti M 1W w t1Y.. lltNll l r�11, ,l.Yl WIN I�R t'f.,l�yl nl•N Y'.l UN 41M 11"f NOY1 1.11aN 4l 4NYi IIN 1. 6~.ny i0 t1y N MSlpl �rN NO UNI U rL IWLI 11 r IN f0' Hlwv W 11 tf�,\IYt 1 Yvq nor \a{ ilfl"fY Y' tll Kl• I I t N N•L ,l titaMNm.pwNn11 wnI wN.rw, END VIEW 10..X 1",B X I"6 6"X If' DOUBLE CHECK VALVE ASSEMBLY 6" STANDPIPE WITH FOUR 2.1/2" NOZZLE CROSS CONNECTION-BACKFLOW PROTECTION ASSEMBLY WATER STANDARD DETAIL APPENDIX A CITY OF RENTON w0f rp0'tt DEPARTMENT OF IWLIC WORKS fwcN ,ttU 86WO02 Sheet 26 of 30 sheets DECHLORINATION T1EATw*vr PROCESS: AMOUNT OF C EMIC.1 c REouwgml. DaaVv.aam a avawnprrW M ti Irrr.ava cnwr.oi nACPPr d ilr aarari vnorrre n K Ppawr er d rrVnrlw aY twatnV rin a.e ti IIW W mrOrrE craPl'a n H POM^I+nI^A OaJ1lorlrlaaPr apwa a 9e arr.•uk Ia..O n TaOr 1 TIr Irrolx d w CrYIulli nplr�e., TN 11¢btl 91tl!a O.MbrrrlrOn drnlG.r..rrrna M 1!Oarrrrlrrrlt I.vn TaEle 1 ppbp pl 9r tarure a M!✓C Ire f.Ma.W Mildll9i l InP.aMYorPEI aWrn!Wrb.MaVprnFe parr Ta avwl prW-IODe Olp• ov T TABLE 1 Taa.nul pAO.-i.Iro W1D o.9. Pouro.a D.crvbmnn mw 1a r.0v�I b r in .1 anon 7 1rry I=W.ual Pard.Y Ono.n.Conunvaeara b Every t Om pauore of v�rr Tr9vrai pr.ae�-tmm bp.IV loom awr�a btrnor ti Arrwl r.leaa INa.lsl arro�r GT I. h.0"n Sen.rn Cvr.nlnlbn Tllbaunar Sodln erw.r (npnv oorrrl IronaMWrov.l Salve IWryOrpai ro o> oO ot1 >r a. on a x of 0.5 oa .o of 0Ga ow W o on oaf 9 e sokoP A tw T'..ar9r rxa WAnrn a IM O.CIrIWr1 T aWroN re o.Paoana w drdwp eery to a 9earbrWlrM wnur uaa w+aoe1 a.arr rrn PePaMr' p4 aaann,ale drmtM✓rP.o R aooao b 9r wW Yro rrla0 Wtl N tlrrnrL 1ttl CPnOrr11 4yd'AE APPUCATON: LOCAL SUPPLIERS l M1e111Mro FOr Mlrll PpOFrR CICMMrNItln un E!Y!'MM11 DY MMI(1n9 Ire vin N1M4 IITRrl WMrrrO Mrr In•dMWrtrrtan\WM W aon'n9.an[OnuW.. K' 5 tl,.et9 Me IaaNIaJ aR1Q1lr1 d a dMbM.am eMnra,.10rA r.aron alnl WAA To.6234151 v 917'.aW pe d E.cl+w.rarq 1901b d wlrr) 9.Caf9rl.le.a F�0 Y1910Y JOrr.LrtllnifM IM1C Fd W 9e prplrM.MrR CMrrnr!wll a Irle[IrbnrrE eaW a 19191.rnr V.Drne nrvacWt er MnlMuorn arc nrlb0 n nCannM.olG Tl ao.nr Tacoma WA TM.5/1.9= b tr CrOMlartl MMr MII b YI H a Wrrrnl rr n e1W)f COWrrYrd OKMonrWbn aWncN rOd WIWtn.rWiMrE rnb CIWnIW CC.DPMrOn Oe Ib+' Tlr MO ralo wN,o!dOW.IrPrO W Qel T!OKNPIrrOM cMrrvol u.bennoon do a CCnIrMgV{trvaprlaul ar{nnoo .aa rE SYII Bll rarrW m M1N b CIMOnNrO MIDI Iron 9.PPMna r.IrA To Te 5754t10 d 9oD597fi19. PROCESS FLAW DIAGRAM'. DILt11(MNlbn my Mr�l�-g Vat) 6a.v d SWPY (paenminl Orarge r d Daamaw IM.e, Suwre+5 VaNr lobraa prlt.Vuul A,ra. WATER STANDARD DETAIL APPENDIX A CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 86WO02 Sheet 27 of 30 sheets � ^� t CATHODIC PROTECTION JOINT BONDS AND THERMITE WELD IAILl+r/rL N1SaD YMEAwr/Yf wFaD /GA � rN /C✓,tn� T I Nc AMc r..�vao Lcaaao. �t ANL srPAvxD cC.rrP F/.fl N/rw rF MKIr/OrV FnR N/rw TY IH✓L Arp�. r-rtwwr/rE NEcD rK.Pw/rE N40 .wf C'pwECrov,rr. NAr npv.NrrAaa�,rri MECHANICAL JOINT BOND PUSH-ON JOINT BOND NA1E s/zf .IQifs rI o.P rf weL `AP I ccu+/ na� ucA ro OPy^rrr Irlrlc PP�a/ME rA'E~lm MS<O WA" CVM r.On- L MLD AMA f /Al MO[Sf Ov rNETw,rf IINSD GA'F/h/COLD APIL.lD CDAL rlLf I STK AAO AA/av u A ro~e I caY,, s,"f MOO / rr+f 1717 MEadwt or N11 AFL A 11A &R w f {AE CP SLM✓L O NL Anrr J r IOa/D+aK wMO THERMITE WELD WIRE CONNECTION 1N\.fna.T .L�Paa allwa� OY\M Y�F rnaaw.au wuNwelrae ...n e•aum-/ NN YwA1taP, Pwa m aaOiW _ NOTE: ANa s.rar •• TEST CMTNNNTT PRIM TO SACSPKLMO SPAN SPAN JOINT BOND CONTINUITY TEST SCHEMATIC WATER STANDARD DETAIL APPLNDIX A CITY OF RENTON NoT To SCALS DEPARTMENT OF PUBLIC WORKS APPIL 1083 {Ntn � o• + PRESSURE REDUCING VALVE .Lo. DucnL[ IwN outs[ 1.6. ILo. • Nrl PL.NI .Ml MINI 1I Y YW L[.Vw Y-YW tbpw co [: --•---�.. -ln-+' � p rrYn Uses. 1\nV..11 loss Wleu\u.ae It, � 00 m m o0 it a - --- lrN.IOw !to •' • I �� 1 -Q I • I _ I rw.La\ ...nY.. c..Lee © anal.•v.uls•to _C`rww3, m\..Wl co.ull In IM [ MY •IOW wL\ o. .r1.0YtD IF-lla •.Y Nlq •t[ N'.IL i V.K. {tl O[lYL [{Y.L '"c"(1I =r g. I. PRV VAULT - PLAN VIEW 1W.Crl VL.I. /•tt..w tn.WP re'" / ul.L wL\ co YV.I COV(1 OLA ®YTIL.\\ V.YII CO Vr YLl ur.ov[o mu.L O. ..OvtO tOWl mil'r y-1, 4 O u.vlYiuo— [i tlo / 1 •\lLl g L.DOt• st PKK i •t•b�•. £ YW • _ _ . i Ism. 0 It LAI �� �_ II Y � / / rLo•p IF CNO ,. PRV VAULT - ELEVATION PRV VAULT-SECTION \tL WY.IM YI\ N LLY lLL• ML Y\N rWl p.Vq ilea"+ ea 'Yi:`i�u w..r1• {lma�yy ILLuSi�1° �fw NILL"d'�rt1"i�1 .�� rw �y�uu. • • IN N. • N IN Iitl iN"I UN-L. ) ner • • + •.• • r• r uu r un uw-a• 1•)ar. q q tIF. q.• q )• rNIHI IIR UI` U!•L• •4)!r Y q • 12 1 q p 1 I•U 1 UO N+•L. 41-13r N N • N.• N f• • �� IILI Y•-l• 1-UI1 • N • 1•H N N .',Y WIO/I • l/U •N•L• I-sit. WATER STANDARD DETAIL APPENDIX A CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Y.Y.*I,l••. 8bw002 Sheet 29 of 30 sheets IYv n•1 pow YIDCI p. NYD wI tY11Vf\ OLOL• YW WY ItOI L,�Ow a'•lY( �` II �1401 L110Y Y.[Yl •lOY r. �._[LOt •[I Y/Tw1Un ILO[. / �u It I., ..'I[ wI\x11Vn MOL. aYl C YN VI IY.Y.a CLOn 01 STANDARD PRV STATION SITE PLAN M• SI.TIOx .\l.tM .LON �ilf 011Yl 4Y[[l ,x1un YmY•W, cou•Y / TYIIV41 11[tIYUYT COIL.. T![ Y/\L nD rl1Yt( ll[ Y/{11Y0 [L.YII IM IVI.At h-..SS /[Ol IV, Y11f N-MSS (YJaYJa 111 \ / IYJr YJ•I\1 [LOY Y•1[Y Y IY� PRV STATION SITE PLAN IN-LINE OPTION GENERAL NOTES ; 1. l,. ...�. ..1. .rn r.uw. .rr.on ..d� w•II v..l.�r v.a� a I.ua.w.0 .nw.Y•uu.y. Nuu. . YY1. .Nu r w.rn.a.l ' 4. ..wN.•1 p.Fa 1)N n •Y ta.N•r. Na.IY. • YII M a .. 1.� ).W anlNa nNrvl•• Wal I1N. I.1.�•N Ylnr W IIpLH W)N N.0 Nae{'xll•W HW 41 p4a•.N31 M n•IN N.wla W Y wYla .NII La IIp.W n WrnN p Wa•I r1. ..wu wl.nq.a. Y. rNa InN•N\I N[IF•1.aL•n.. 1 rNn Iw)• ..w r•F. r.l.� ). lr n.la ew• tYll N aM.. )' l )' .rrtY INN•LtntN a W II•a•, .H.,Ir�a1 to Ilw aNa. 11 • N A..•Y N /1r W[a .lea•t• n•tl- I.fLY1 N.n NLL nt..p(21f1 I.xy1N. N Wa •)W Illa)1\w11 (e. F .31 awlr •NIl N [N..t.aaN NIL .N . w aN wtl.a NM.I Me.w1 Nrl" .Na. .Nl1aN . ••IIN N ar l4aY.l. frw aM Iq NNI wa. ewer .[Y waNM aN .wll, 1. IfN.wr•n. •wl N • NWup Y u 10" quq TLp INII N awanl• � •� N.al N 1wr/N-lw{ra h. .......lrNtlN. ll. 0.l ) aLte• [) .IN wIN[w))O I.MNI •.. WWI wN•Nn a. [I• tN •lu N NN basal•• • r.wu•.N NN IMa.. TN.w .aur Mall•. M yl� Wll y1It.r rNNr aw waa.•N y1ww1.N N..1. ♦N •. •N fy r a YI at[Lals Y.awa.rIF W.wltawll FN Y •l ylw.1 I.ullw W aNaa waa l.••.lull Y ..NIaaN a.ftal Irrr •. pl.r+rY[M I){rwa .n�. �w. .r.wl rtN. Nrt•I l..1w 1• .....F .........N.We rN11 N.Yea Y. f.w •W.11, I—a IW M• •rl.e N .Y...la .NII N p.IN w1.L aw .w.•.1 lwN r. ' \l.i.�lt Y.. 100•Y, .r YNr.Y.J Y..1 •. iN t •rlv NII.W u11tY N . nW .Iul1 Y NNIN. N l .Yya Y.Yt.)tNwl II•~ .. yr.W.\NI 1A 1.r •Ylla• N. N MI.IN. [. M rNtY W rFIrNN N.N...Ir Wll r llw\..IAN..I,.I..r It W.IIt 1..� hN.plty Ir.wr N. YI N NN.N.NNI, N.INW .1 T.W W Nyl,N Mr1e NNI, IN11 N qYN INII.N.N r.tw. 3" [N I11141•4 1.,1...1N.f..t1-.YII r rN I., .11 a Na.In. IY.NL NN.. W..aL[I.)pNw.1 aN N-IY.w.lw YIN W. YI fN1Nlw W. Nlw.MNN U.IF.u1N.WI N rr.NW Wr Nlw•n ll'4 IN.prlN3n 10. IN.xu py lyll N NNIM w NJ Nl.a W waln NN.N.N [F yl.. N..y.n NYN Wll N w.waN w ab F.IYI N...r.1.. N M .eN I.w qNN IY.wl.. 4YN.NII .W Ww 41M NI Y..H YW WN•M.11 WIN.M..NL MIYaN IIN III[y.. WATER STANDARD DETAIL APPENDIX A CITY OF RENTON Ym 10 aa( DEPARTMENT OF PUBLIC WORKS N.Y.Y1. 110, WELLS AVENUE BRIDGE APPENDIX B CONSTRUCTION SIGNING DETAILS AND ILLUMINATION STANDARDS 86WO02 Sheet 1 of 20 sheets oEND GENERAL NOTES R G20-: N � [ONSTRUCpON FLOOD LIGHTS SHOULD BE PROVIDED TO tl p MARK FLAGGER STATIONS AT NIGHT AS NEEDED. 1 e0 If ENTIRE WORK AREA IS VISIBLE FROM ONE ll' STATION, ONE FLAGGER MAY BE USED. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCOI SHOULD BE USED TO MARK CHANNEL, M1p00� RING DEVISES AT NIGHT AS NEEDED. CHANNELIZING DEVISES ARE TO BE EXTEND- ED TO WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. i SIGNS SHOWN FOR ONE DIRECTION ONL\. ALL DISTANCES BETWEEN SIGNS TO BE V1 � ? W20-Te W W � rr N "CCQ /W20-7AP O � FLAGGER N AHEAD OEND A G20'2 CONSTRNCTI h�\\\ OME LANE ROAD W20•A h � AHEAD n � h N11--Y ROAD ONSTRUC hON d w20 AnEAO LEGENn P W A CIANNELIZING DEVICES FLAGGER } mTYPICAL APPLICATION Of TRAFFIC CONTROL DEVICES ON A TWO-LANE TRAFFIC CONTROL PLAN HIGHWAY WHERE ONE LANE IS CLOSED AND FLAGGING IS PROVIDED «n X DO GENERAL NOTES ROAD V2 Y LE CONSTRUCT W20-0 I MINIMUM TAPER 1ENGTN(L)1N FEET AHEAD l000 I I I swell{ 25 3 0 S$!! 40 45 a! 00 SS 0 END 10 i05 150 205 270 450 500 550 LEFT LAN 0 CLOSED CONSTRUCT G204 W20-50.) 11115 16$ i25 255 \5 350 605 AHEAD 5 0 W20-SU �— w1-30.1 12 t27 IBO 2d5!2D Sd 60 660 0 EFT L �o o I TAe .eaLmVm so.c�"i p.1.au snarwlnq CLOSED �.- -!/ .li In a Wall i be nPprlf a\Yal in fall p oa In IN speed i.wn. IM w.um .paply be- L P _•e raven <0.00 6. 2 ee�es I eeed le e..I, 1 �/ volt¢ MOWd pe 2 Iiwee Ml geed emu a �'aW •CA rl' 1' � Paremf nl maraln • no ron U a pNropN .MCA We-21R7 C.'.' W13-1 p P T ^hiegpn cunlua.fn in m� b PI wme4 M.R H, .....lore fnall ae nmorN or ebill.rp.4 a. O O boon slid prat Ucap N. Tam porara weramyb Mall O O L y0 00� be wed as gceeurT. Wb21L1 Slfod purnng aor niny nyMb(Type C, YUTCO) snwld be used to man ehe...Illey devisee 2L el nIPM as headed. w20-l011 pleeAiny earn ley IIyMb ant/W fb\b say be 0 1 { IGHT uled to can elNnlian Io IM aoAT wrnmy tlpm. ENO ! i e CLOSED $i f.. V l(U.W44111),wd 210 ens W13.1- 620-2 ST small O L Nov"%lack ON Orea e`w PS n q \ OE N3 m enew b.. ' WM•a bdrieap eased elf ware Ike. 30wpk,S nrenl tare .lane(WPA) Mwld pe und. 0 OSEO W20.5(A) An dlblonaes pehi pane Il pet. 0 0 AHEAD LEGEND d o e channels.ny alaub I I ROAD COO L\ueeuel up. W20-1 STRUCTIOp V2 L AHEAD TRAFFIC CONTROL PLAN v m TYPICAL APPLICATION 'OUR-LANE UNDIVIDED ROADWAY, WHERE HALF It THE ROADWAY IS CLOSED CC o� z 0 N +oe Yn .pprvv vq[ riY^ wm mintn .rw+w a nfe[•u vre a♦ ^4•mot+r r[w rruSrYw+r n M t.r[[ r Y\r NN[[r R [^ 0 SPty'.•�wr. I VT •io[>riryiT FlM x r.ti l RU .. . ,N .. . .. Y. z .._r.::^•...��.. ••.. • .. • ter• w• ' .R.r[a.N[H Ye r A4,l f 0. [rvr W r% V ^ Rt�R � Ya wU IiY R rf Nr[4Y IrM.w x.• wM [YNNa evr[AT a [.rrs r., xlArf w a aRwKO r.er•LLm wnR lq TWO 00 YA7 PLUG OUTLET PER LIGHT STANDARD N N �• YY O R[V r11a yrf '� •• � ••••�w TYNCAA LRRrt srDAIo 7 ! C DIAGRAM rr � N ID a r ' N 1 iV pNm[ml i�1 ... ♦N IYixY __ __.. M[Mxf 2 itEYATpN YILM ♦N 01iY[rY E NNro . mrY.-Nua^r ..ery au aawT YN f ••• F1rrlIN W 1[ rWN NYr.Y fYy Y[ tm [ Ill`-JII NerA w Uri r • [Y.[.-tfeor N-M IN YY ur 0.W N[vrNK Npp: � I _ Orr_ wYt f au OINc+rir r JY,Tm �I •rr rvY o tl APPENDIX ! Dw TYPTYPICALI ry AL 8L TD&L a rN wNc fw.•'• ..iGG TYPICAL TYPICAL. ` APPEI NIGH MOUNTING LEVEL SODIUM VAPOR LOW MOUNTING LEVEL NCANDESENT CONTROL DIAGRAM CONTROL DIAGRAM W^^•r^� •R•,^r^-• • i.. WINING DIAGRAM NV NN Wrli^i.YYIeN(Ilr•[Y.N 1•w.[Y[IiYx[ <[NTR•L RYfHrOf ONMKT C[RT11L RYMRp[ GIRIRKT Si2ld as reauired /SLI►FITTER 4:,A' 0.D. / �.1// WALL BRACKET 1 6•$'R. ALUM. ALLOT SOS3- TS ' $NC LOCKBOLT R. ` PLUBH 4101111T efk' 0.0. ArERED ALUM. POLE //////'''''' tit WALL A-LOT 40$3- Tt ♦O.O' SATIN $BOUND FINISH 33.3' SHAFT I 11'T01t' BOLT CIRCLE I I"%NC GALV.STL ` 41/2-OF BOLT ANCHOR BOLTS WITH orABOVE FINISHED NUTS AND WASHERS• $'0.0.— 101 NANDNOLE 1'y 1'OFENING /COVER AND GROUND LUG �S, 3. SCREWS I i' SASE FLANGE ALLOY —TO WITH SOLT L• �•' � - DETAIL --�Y - COVERS SS.S. SCREWI SHEET 8611001 STANDARDt40f 20 DAVIT POLE APPENDIX B , Sited as re yire0 2" E /SLIPFI PFIT7ER C O.D. ALL BRACKET ALLOY 6063-76' OLT 12" FLUSH JCINT 4%c"0.D. TAPERED ALUM. POLE f219 WALL ALLOY 6063-T6 SATIN GROUND FINISH 35•0" 28.3 SHAFT 1 i"T012" BOLT CIRCLE ( L. ANCHOR BOLTS 117TH cr kk 4 V2"OF BOLT HUTS AND WASHERS ABOVE FIN- E• OD+ ISI HANDHO _ \ISHE GRADE NhqG GROv LUv � S.S. SERANO —� S.S. SCREWS I G" BASE FLANGE ALLOY j --366 -T6 W1TH SOLT I COVERS 5 S.S.SCREW A - DETAIL SHEET 66WO02 STANDARD 35' DAVIT POLE Sheet 6 of 20 sheets APPENDIX B Y N.P.S. Sized to re Qulred /SLIPFITTER �t`D.D. S,S��.IOs WALL ORACXET ALUM. ALLOY 3033-Ts ONC LOCROOLT OR. IO- G S.G. T\ FLUsN JOINT ♦ I/t" 0.0 TAPERED ALUM. POLE Iss WALL ALLOY 40$�-TG 300` SATIN GROUND FINISH t S• SHAFT 11` TO It` DOLT CIRCLE (4) 1` ONC GA LV. OTL 4 Vt,OF DOLT ANCHOR OOLT$ WITH �Y A►OVE FINISHED NUTS AND WASHERS , J ,CQRACE. ISI NANDNOL[ \i •� \__T �a S`DIE NING •/COVER AND •ROUND LUG� S. G. ROREWs I.O. GAGE FLANGE ALLOY -%S{ -TO WITH DOLT • �.�. _ DETAIL 86WO02 11�{._ COVERS • s.s.SCREW% SHEET sheet 7 Of 20 sheets 04. STANDARD 301 DAVIT POLE APPENDIX B. Sit, at re wired =� M.P.& /SLI►FiT TER \\\ t 1/2'O.D. i `.I08 WALL .RACKET S,9 R. ALUM. ALLOY G0.3-TB ' �.�Vt' @NC LOCKBOLT I 2' GR. It-. B.S. FLUSH JOINT `I 1/2' O.D. TAPERED ALUM. POLE � .168 WALL ALLOY SOG3- TI 2S'0' f SATIN GROUND FINISH SHAFT II T012' SOLT CIRCLE (A) SHC GALV. STL. f A 1/2" OF BOLT ANCHOR BOLTS WITH ABOVE FINISHED NUTS AND WASN[RS 1 \i / GRADE. /�♦ .S' OPENINB GROUND LUG / W/COVER AND �f S. S. SCREWS l 1 4 . BASE FLANGE AHOY 33A - WITH BOLTn DETAIL COVERB . S.S. SCREWS - SHEET STANDARD 25' DAVIT POLE APPENDIX B TYPICAL LIGHTING UNDERGROUND SYSTEM TO LUMINAIRE *8 BARE COPPER GROUND WIRE TYPICAL DESIGN "B JUNCTION BO FUSE KITS -SPLICE KITS QUICK DISCONNECT I TOP OF CONCRETE 10 AMP IN LINE FUSE FOUNDATION TO BE CLEAR EPDXY SPLICE- KITS- S.E.C. OR EQUAL LEVEL WITH TOP KITS ON ALL THRU OF SIDEWALK OR WIRE RUNS. CURB GRO:JND LUG I MIN. GROUT PAD I/4"MIN. UNDER POLE BASE DRAIN HOLE 2- (SIZED AS ..q !,� II REQUIRED) ►:, c� 11 1 II LIGHTING •c. C SYSTEM WIR ►' GROUND 11 I) TO CONTAC- CLAMP 11 II TOR --- � PVC +I CONDUIT 11 II SYSTEM-) Ii II I I PVC CONDUIT II SYSTEM II II CONCRETE �La c J FOUNDATION 3' SO. OR R D 5/8 a 8 0 �-4' DEPTH FOR POLE HEIGHT COPPER-CLAD GREATER THAN 25, GROUND ROD 3' DEPTH FOR POLE HEIGHT 25' OR LESS. APPENDIX 9 86WO02 Sheet 9 of 20 shppt5 DETAIL SHEET I R.. TYPICAL LIGHT BASE AND JUNCTION BOX LOCATION i +—TYP. CONC. PAD R/W LINE — ` — — — '— — SIDEWALK CURB I v / \ W I V) _ RDWY. f} r Cr I \ CURB SIDEWALK R/W LINE TYPICAL PLAN VIEW TAPERED ALUM. POLE .IBB WALL ALLOY 6063-T6 SATIN GROUND FINISH hANDNOLE 4" s 6" OPENING W/ COVER B 2to4 S S. SCREWS. overhong Ground tug f inside pole iD M O i Trench locat ion --�" not to stole TYPICAL STREET CROSS SECTION APPENDIX B 86'd002 Sheet 10 of 20 sheets DETAIL SHEET rR 1 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7 0" V4R. 1 MIN. I ® II6 H". Ll ' FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 3 0 30, I I 1 1 I 1 t t FRONT VIEW SIDE VIEW 'TYPICAL JUNCTION BOX "C" CONCRETE PAD I t 1 I 1 1 1 t FRONT VIEW SIDE VIEW APPENDIX B 86WO02 Sheet 11 of 20 sheets DETAIL SH, ET TYPICAL PLAN VIEW CONCRETE PAD FOR LIGHT STANDARD F JUNCTION BOX O i I 0 O0 I �� - u • t J / r Street Light Pole Junction Box Concrete Pao i" mcA NOTE Clete 'C• Concrete � V J INDIVIDUAL JUNCTICN bOx G I T 1/ Q F k E h T G N i O N„ h(<MIAG OC��NT VCAT CONCRETE PAD STANDARD 1;=ewe• .._.__ APPENDIX B _ Sheet 12 of 70' sheets SlEeri CONTACTUK ILAbINLI CA l.Hdllycl rvulyumiIvey LOAD CENTER a TEST SWITCH 48" Q UTILITY PLUG STREET LIGHTING a+t of— 'S'01 CONTACTORS k a �M6N 'I —rr'--1 10 MIN. FRONT VIEW PLAN VIEW SIDE VIEW CABINET EOUIPMENT I, Pin tumbler type stainless soot Best Care Lack(or e4uol) Keyed for CX-I Kith 2 Keys C2, 12 gouge (mien,) galvanized $hest steel 3. Welded zoom construction 4. Door with concealed hinges (left side) 5. Interior- white baked- on enamel 6. Exterior- gray- Elch galvanized surface- before pointing. 7. Bottom open - 2"mounting flongs (turned inward) on all sides B. 4- 3/8"s 16" anchor bolls w/nuts and washers S. 4- 1/4"triongular shaped corner lock-down plates CABINET FOUNDATION - —'4- 1/2"s 16" ANCHOR BOLTS G,L.— —G.L. CONDUIT ENTR.AREA tl n 1l 4 I L I' C.- PLAN o a 22" VIEW O Q o 0 SIZE TO FIT CABINET ♦SIZE TO FIT CABINET FRONT VIEW SIDE VIEW DETAIL SHEET ------ APPENDIX B 86WO02 Sheet 13 of e.0 sheets STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/ 240 VOLT B A B MAIN BREAKER 2 POLE 240 VOLT Ix m BRANCH a BREAKERS E W 120/240 VOLT z EST 16 POLE A ;WITCH B B ' A B � B C ICI "ERMIN B BLOCK UTILITY PLUG B B B A (G.F.11 STREET LIGHTING CONTACTORS A A A e B B B B D A CIRCUIT WIRES TO LIGHTING RUNS WIRING COLOR CODE TO GROUk PHOTO-CELL ROD MOUNTED ON A. WHITE JACKET (NEUTRAL) NEAREST B. BLACK JACKET (LINE) LUMI"IlIE C. GREEN JACKET (GROUNOi D. RED JACKET (LOAD) 86No02 E. GREEN OR BARE COPPER (GROUND) APPENDIX B Sheet Ii, tU sheets DETAIL SHEET ` '' OE?A!L SHEET NUMBERS TDBE _ IAIS74ZL OZ ',44Z— /y61VUL/CS 2'/N NE.GvT t T/6,4 LY 1.4,1STALLED ONLY IN DRY N'EA7116R 50° oR ABa✓E �/U�yBE-,�/NG EX<fMPLES 2 � I 3 2 LETTER SI/FIXED LETTER PREFiXEO CITY" OWNED P!/GET POWER OWNED T.P.4�F/l FL 0`Y PLAID VIEW ST/PEET L 169T ST44NDARD 86WO02 DECAL AIUMBE"R/NG SYSTEM APPENDIX B Sheet 15 of 20 sheets w SPECIFICATION FOR P,-400A CO Q!T-OFF ROAMAY U MINAIRE - GE FOR CITY OF REMN L August 24, 1962 36W002 Sheet 16 of 20 sheets APPENDIX B M-400A CLTT-OFF LU41NAlRE SPECIFICATIONS This specifications covers the requirements for a street lighting luruinaire with integral ballast, for use with a horizontal burning High Pressure Sodium. DETAILED REQUIFOTffTS 1. HOUSING a. The Housing shall be a precision aluminum die-cast. This housing shall enclose the slipfitter, reflector, lamp socket, terminal board and ballast components. b. Provision shalt be made on the top housing to permit leveling of the unit. c. The housing shall be of adequate size to allow for operation of all of the components within their designed operating temperatures. d. Housing shall be able to withstand 1000 hour salt spray test. Per ASDI 11', . e. The housing shall have an acrylic base electrocoat finish, the color to be ASA 70 gray. 2. SLIPFITTER a. The slipfitter shall be suitable to accept 1-1/4" to 2" pipe and shall contain pipe stop. b. Clamping and leveling of the luminaire to the mounting pipe shall be accomplished by the tightening of 2 bolts which shall be accessible from within and without the unit. c. No re-arrangement of parts or separate parts shall be required when mounting the unit to either 1-1/4" or 2" pipe. 3. LAMP SOCKET a. The lamn socket shall be a mogul multiple porcelain enclosed. The rating of the socket shall exceed the lam starting voltage b. The screw shill of the socket shall contair, integral lamp grips to assure electrical contact under conditions of normal vibrations. c. The socket shall be adjustable to either of two vertical settings, d Socket shall conform TDH-147 specification of EEI standards. 4. REFLECTOR a. The reflector shall be of the aluminum '.ydro-form construction finish with the Alglas process. The Aiglas ilicate film shall be chemically bonded to the interior and exterior surfaces of the reflector to seal these surfaces. b. The reflector shall be rigidly mounted within the housing to assure a firm surface for proper sealing when the unit is closed. c. Gaskets between the reflector and glassware shall be made of Ethylene Propylene Diene Monomer ribber. The optical assembly shall also contain an activated charcoal filter to be effective both 86W002 Sheet 17 of 20 sheets APPENDIX B mechanically and chemically in removing airborne particulate and gaseous matter and assure proper breathing of the optical assembly. This filter shall be so located so as not to interfere with the light distribution. 5. DLOR GLASS a. The door galss shall be heat resistant free from imperfections and striations. 6. DDOR GLASS HOLDER-DOOR a. The door glas> holder-door shall be secured and hinged to the upper housing at one end and latched to the upper housing at the op posit end wit;, a spring loaded die-cast latch piece. The latch handle shall be of such size as to permit opening by a lineman when working with lineman's gloves when t .e luminaire is mounted either in it's normal position or upside down. 7. TERMINAL. BOA1D a. The terminal boa. shall be molde of Fiberglass Reinforced Polyester-protective barriers between each terminal. C' b. The terminal screws shall be of the captive type and each screw shall be equipped with wire grips which will automatically be raised and lowered as the terminal screw is operated. Terminals shall be capable of accepting up to M6AWG condirtors. c. All components are to be prewired to a single terminal board requiring only customer connections to clearly identified terminals. d. Terminal Board shall be a Dead Back design with no exposed electrical components. S. HARDWARE a. All hardware shall be of non-corrosive suitably n*otected metal, plated where necessary to precent electrolytic action by cc .act with aluminum. Components shall be secured to the luminaire frame• with stainless steel hardware of the AISI, 300 series, chrome nickel grade. 9. BALLAST a. The ballast shill be of the built-in design mounted within the luminaire in ouch a manner that it can be easily disconnected by simple disconnecting plugs. b. The ballast and other auxiliary eo.!ipment shall be mounted on a separable • die-cast component of the luminaire to facilitate replacement. C. The High Pressure Sodium ballast shall be of the regulator design rated for volts. d. Ballast coic- nations shall be of high quality electrical grade steel welded together to minimize noise and assure trouble free operation over the life of the luminaire. APPENDIX B 86WO02 Sheet 18 of 20 sheets 4 P - 3 - e. Ballast coils shall be precision wound on formed insulating bobbins aita terminals shall be of a pu ,h on a type connection. f. Components tD provide the high starting voltage required by the High Pressure Sodium lamp shall be mounted on a printed circuit board which shall be easily asseccible without disturbing other components of the total ballast assembly. g. General - Compliance with lamp specifications The ballast shall be capable of starting and operating one (200,250,310,400) watt High Pressure Sodium lamp from a nomi al (120,208,240,277,or 480) volt 60 hz. power source within the limits specified by the lamp manufacturer. The ballast, including starting aid, must protect itself against normal life failure modes. The ballast shall be capable of operation with the lamp in an open-- or short circuit--condition for siz months without significant loss of ballast life. The fixture manufacturer shall submit a statement to the effect that the ballast to be furnished is in full compliance with lamp- ballast specifications available to the fixture manufactu from the lamm manufacturers at the time of bidding. ..-imp Wattage - For nominal line voltage and nominal lane voltage, the ballast design center will not vary more than 5% from rated lamp watts. Regulation - At any lamp . -Ita6e, from nominal through life, lamp wattage regulatio,i spread at that lamp voltage shall not f cceed 18i for +10% line voltage variation. The luminaire manufacturer will supply ballast electrical data and lamp operating volt-watt traces for nominal and +10% rated line voltage to verify ballast performance and compliance with lamp specifications, for the rated life of the lamp. Starting Requirements - The ballas', must reliably start and operate the lamp in ambient temperatures down to -30 F for the rated life of the lamp. Ballast primary current during starting must no exceed normal operating current. Each fixture shall incorporate two (2) fuses type F*4 rated at 10 amps each. Lamp Current Crest Factor - The lamp current crest factor shall not exceed 1.8 for +10% line voltage variation at a,.y lamp voltage, for nominal through life. Ballast Power . ,ctor" - The power factor of th- lamp-liallase system, shall not drop '-low 90% for 10% line voltage variations at any lamp voltage, through life. 86W002 ,hpet 19 of 20 sheets APPENDIX B 4 - Capacitor Variance - The ballast design shall be such that the normal manufacturing tolerance for capacitors of +6t will not cause more than a +84 variation in regulation through rated lamp life for nominal line voltaRe. 10. PHUMELECTRIC RECEPTAi...FS Luminaires with photoelectric receptacles shall be in accordance with EEI-NDIA standards and prewired to the terminal board and wuick disconnect plugs. 11. PHDTCMElRIC PERFORMANCE When used with the (200,250,310, 400) High Pressure Sodium lamp, the luninaire shall produce a (M-C-III, S-C-II) light distribution. The photometric performance of the luminaire shall as a minimm conform to the appropriate following table. ;here shall be no light projected from the lumina_:e above the horizontal. 86WO02 Sheet J of 20 sheets APPENDIX B Y' P li�:Y WELLS AVENUE BRIDGE APPENDIX C SOIL BORING LOGS 86WO02 Sheet 1 of 4 sheets BORING LAG B-1 STANDARD PC•ETRAh JN RESISTSMCE SOL INTERPRFTSTION .\0.1 •••• 1"T,A $0^v4 r + o to w goo GROUND SURFACE ELEVATION APPROXIMATELY [S.. FEET. 0 ASPHALT I COSL It nt Ol Slt Tr, SANG. 10 OSlL«I4SNEf.ly"F SAND* GRAVEL ( RAVEL (FIlLl♦ ll. 1 5 10 $OAT, OFi, MOYTL[D GRAY AND (ROE«, CLAYS, $�[. • I Y OCCASIONAL a001 A«O .0.0 PRAO«EHIS. [ Q NEOIDN O..SE TO DENSE. E(T, (RO.N, SLIGHTLY SI111. SINE TO COARSE SAND. GRADES Tp GRAY SLIG.TL1 GR.Y[LLY 20 _ • I • I j r 25 LATER OF $AMOY GRAVEL. [ 1 11 1 I I «[OIU11 STIES, Y[T. pAY. SLIGHTLY CLAYEI. ICHILV FINE SANDY Sill, TRAC[ CA oa4A«Ics N[OIDw DENSE. .91. GRAY. 5114«TLT SILTY. PIN[ I I I To N[DIV« $AND III ~ I -- 1 35 - .E T. 0a0+«. sIL Tr ID AI4 HTLY SILTY. 1 I I cRAr EL1 q $AHO Axp SANOT GRAVEL 11 40 �I\./y { I I OS - I REEOS 1L ON 000.DE. —_ A :EEO Of BORIN .l P(E1. GOML[I[D 312.1640 r + 0 to So m 50 WATER CONTENT LM.IACI 1.1.0 ® !p0 fH� 51�• S•xIr• .x Ll nr 0 Yoe r.n• f..H. p„..�... ..� a-926 Apll ,980 • "•�•^• •••••• HART CROW$ER 8 CHHC..[S rW E I f n 8611002 •...•,•.• •.• .•,•.••...• �• �••.Sheet.2•of 4 SneetS FpDIG A-I 'l Ir BORING LOG B-2 51aNDAPD vLNE1R<110N R($1311N[[ SOIL wT(RSP(11TIOM n. ., f0.. nl Ale•I-•E+ rooT�• Som,N i a c Eo fo ,ep o-•N 0 GROVNO SUA.ACE ELEVATION APPROXIMATELY 3[ SECT. DO _ LOOSE TO -ID1uN DENSE. MOIST, pPO+N, ELSAN TO I SILTY, WINE 11 CDusE SAND IEILLII. i I II S GRADES 10 4RAv[LLY TO SLIGHTLY 4RAVELLA. S IJ - + I 10 d — Q M[OIUN LENSE TO OENSE. VET, pn0•N, CLEAN TO 3 I SILiV, 4M BELLY 10 SlI4NTtY 4RAv[LLY, ISM TO COAVSE SAND AND SANDY GRAVEL. • S I • I - 20 _� MEOIUH DENSE. 4RI.T, SILTY FINE n" "'IUM $TlW . SLIC HTL;T CL.ICI, I'M SAND' SILT, IA s i 1 i 25 iIS ID I I llii I•I � EE i I I 30 MEDIUM D[N SE. .n. aoD+n. uwnTv suTY, • I 1 1� I i II [.NE TD EONS[ SAND. WRlOu[NlU 4MWELLY. I I I (I I I IIII I _ IE I I 1 I 15 - as 40 ' ENS[ iV vfRY DENS[. v(T. pP0•N. C1,l AN 10 Sl 14HTLY 1 i I ' I I I I1I ILTY, WR[OVE NTLT GRAVELLY. WINE TO CORRSE SAND I nD sArgY GRAVEL. 45 I I � I i b I so M.TER CONTENT rnn.r • NO[•e LA 1 OO Y.N, M•r., 1'e�....i.. �..i 8�k00 .,..•..•.• •.• . •••..• �• •• SAeetl3 of 4 sneers I A. °CML IMP RLSISiPMQ i0R IM LRVPC ISiIOX i 1..0 10 w. ..M�. ]0 ..0 50 +s la u u• !! 1 BD Il 11 II u 11" 6! B.TTO. OF BORIXA SS.S .EtT. C.."ETED 3/1./00. ]0 1 � 1 ; I 1 .TER CO TCWV uaPt ARIe 1900 ..N.r. P,.. tl Qi cko&SEA a mlono4] .[ naq N............. ... ...n.... �. uw. nyl �•. w M.. C.n.nn 2 • Sheet 4 of�4 sheets U.S. DEFAri MfNT Of TrANSPORATION FEDfrAI HIGHWAY ADWMSTItATION REOU,RED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (EXCLUSIVE OF CERTIFICATION ACCEPTANCE AND APPALACHIAN CONTRACTS) g 1S4s in conspicuous places, available o employes and applicants for 1. Application ------ 1 employment, notices or be provided by the State highway depart. H. sl Opportunity 1 ment setting forth the provisions of this nondiscrimination clause. _....-+------- - Ill. Nonsegregated Facilities ______— 2 b. The contractor will, in all solicitations or advertisemmu for IV. Payment of Predetermined Minimise WO"------- 2 employees placed by or on behalf of the cuntractar. ante that all qualified applicants will receive consideration for employment V. Statements and Payrolls -------------- 6 without regard to race, color, religion, sex,or national origin. VL Record of Materials, Supplies and labor --- 3 c, The contractor will send to each labor union of represnu;ive VIL Subletting or Assigning the Contract 4 of workers with which he has a collective bargaining agreement or VHL Safety: Accident Prevention 4 other contract or understanding, a notice to be provided by the DL False Stat,-ents Concerning Highway Projects_­ S Sure highway deportment advising the laid labor union or work. X. Impleme .coon of Clean Air Act and Federal Waver re repri w stative of the contractors commitments under this sec Pollution Control Act ------------------------------ 6 lion 11-2 art( shall post copies of the unit" in conspicuous places available to emplorem and applicants for employment. I. APPLICATION it. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, Wait of the rules, regulations 1. These contact provisions shell apply to all work performed (41 CFR, Pon 60) and relevant orders of the Secretary of Labor. on the contract by the contractor with his own organixtien and e. The contractor will furnish all information end ectc-ts re- with the assistance of workmen under his immediate superintend quired by Executive Order 11246 of September 24, 1965, and by once and to all work performed on the contract by p`ecawor!c, ruia, regulations and orders of the Secretary of labor, or put- station work or by eubwntnct. want therein, a tit will permit sects to his book&. records and 2. The contractor shall insert in each of his subcontract, fill accoun:s by the Federal Highway Administration and the Sean, of the cif ulatiom contained in them Required Contract Pmvi- tary of Labor for purposes ui investigation to ucenais compliance roes cad aim a clause requiring his subcontractors, to incude with well rules, regulations and orders. thew Required Contract Provisions in any lower tier wbcon- f. In the event of the conirseoi s noncompliance with the non- lrficto which they may enter into, ogetler with a Baum rerydr discrimination draws of this contract or with any of the mid ing the inclusion, of these provisions in any further subcontracts rules, regulations or orders, this contract may be canceled, termi- that may in turn be made. The Required Contract Provisions noted or suspended in whole or in part and the contractor may be shall in no instance be incorporated by reference. declared int.lfgible for further Government contracts or Federally 3. A breach of any of the tipulauom contained in these assisted construction contracts in accordance with procedures Required Contract Provisions may be grounds for termination suthorlud in Lmutive Order 11246 of September 24, 196, and of the contract. such other sanctions may be imposed and remedies invoked a, 4. A breach of the following chows may elm be grounds for provided in Executive Order 11246 of September 24, 1965. or by debarment la provider in 29 CFR 5.6(b): rule, a,.iation or order of the Secretary of Labor, or as other wise provided by law. Section 1, paragraph 21 X. The contractor will include the previsions of this Section 11-2 Section IV, paragraphs 1, 2A, 5 and 7; in every subcontract or purchase, order unless exempted by rules, Section V, paragraphs 1, So, Sb, and Sal regulations or orders of the Secretary of Labor posted pursuant to e-etion 204 of Executive Order 11246 of September 24, 1965, m 11. EQUAL OPPORTUNITY that such provisions will be binding upon each subcontractor or 1. Selection of Labor: vendor. The contractor will take -uch action with respect to any subcontract or purchase order as the State highway department or During the performance of this contract, the contractor shell the Federal Highway Administration may direct as a means of ere lost discriminate against labor from any other State, possession or forcing such provisions including sanctions far noncompliance: territory of the United States. Provided,hoarrver, that in the event a contractor becomes involved L Employment Practises: in, or in threatened with litigation with a subcontractor or vendor as , result of such directi;n by the Federal Highway Administers During the performance of this contract, the contractor agrees lion, the contractor may request the Umted Stairs to enter into ax follow,: such litigation to protein the interests of the United Slates. a. The contractor will not discriminate against any employee or 2. Selection of Subcontractors, Procurement of Materials, applicant for employment because, of race, color, religion, sex, cr and Leasing of Equipment: national m-igm. The contract will take al6rmatise action to en sure that applicants are employed,and that employees are treated During the performance of this contract. the contractaq for during employ vent without regard to their roce, color, religion, et�lf. its asaegneea and su"•asors in interest Iheremafter referred wit,or national origin. Such action shell include,but not be Into to on,the "contractor"1 agree,m follows: iced to thr following: employment, opµrading, demotion or tram- a. Compliance With W culations; The contractor their comply far; recruitment or recruitment advrtil,mg; layoffs or termination; pith the Regulations relative to nondiscrimination in federally rates of pay or other forms of comperration; and selection for soursud programs of the ilepartrnent of Transportation. Title 49, training, including apprenticeship. The contractor agrees to poor Cods of Federal R",1stions, Part 21, as they may be amended Form M-1273-1`nnour sdinuar are obsol-w Page 1 Past. "51 from time to time, (hereinafter referred to am the Regulations), segregated facilitim at any of his eatablishmants, and that he will rhich are herein incorporated by referenee and made a pen of not permit his employees to perform their services at any location, this contract. under his control, where segregated facilities am maintained. He b. Nondiscrimination: The contractor, with regard to the work agrees that a breach of this urtifcation is a violation of the Equal performed by it during the contract. shall trot discriminate on Opportunity clause in this contract. As used in this certification, the grounds of race, color, as or national origin in the mlection the term "segregated facilities" means any wailing rooms, work and retention of wbcontuculrs, including procurement. of ma are"restraoms and washrwms,res:wrar.to and other esf itg areµ berials and leases of equipment. The contractor shall not patriot. timsclocks,lock o er rooms and other storage or dreaming areas,park cr pate either directly or indirectly in the disin..nation prohnhned rug late, drinking fountvns, recreation or enterfainmrm must.by section 21S of the Regulations.including employment pwuces transportation,and housing facilities provided for employees which when the contract coves s pinafore set forth in Appendix B of are segregated by explicit directive or are 'n fact segregated on the Regulauow. the basis of race creed,color,or national ongim because of habit, local custom,or otherwise. He agrees that texcept where he has c. Solicitations for Suboenuactm, Including Procurements of obtained identical certifications from proposed wbcontramn and Materials and Equipment: In all solicitations either by compel material suppliers for spemific time periodal, he will obtain idea tive bidding a, negotiation made by the contactor for work to be rical certification from proposed subcontractors or material cop. performed under a subcontract, including procuremienu of me pliers prior to the award of subcontracts or the consummation of torials or figure of equipment, each potential subcontractor or material supply agreement,, exceeding $10.000 which am may supplier shall be nstified by the contractor of the contractor's exempt from the provi imm of the Equal Opportune, clause, and obligations under mis contract and the Regulations relative to that he will retain such certifications in his files nondiscrimination en the grounds of race, color, sea or national origin IV. PAYMENT Of PREDETERMINED MINIMUM IMAGES d, Information and Reports: The contractor shall provide all 1. Omen{ information and reports required by the Regulations, or dirm. lives issued pursuant thereto, and shall permit excess to its hooks, All mechanics and laheren employed or working upon the records, accounts, other wurcm of information and its facilities site of the work will be paid unconditionally and Oat lew often as coy he determined by the State highway department or the than onca a week, and without subsequent deduction or rotato on Federal High'iay Administration to be pertinent to ascertain any account (except web payroll deductions o are permitted by comAddam with such Regulations or directives. Where any inform regulations issued by the Secretary of labor under the Copeland mation required of a contractor is in the exclusive possession of Act (29 CFI, Part 3)1,the full amounts due at time of pain ant mather who fails or refuse to furnish this informauon the coo- computed at wage rates tot from than theme contained in the wnge tractor shall w certify to the State highway department, or the determination decision of the Secretary of labor which is attadn+d Federal Highway Administration as appropriate, and shall art hereto and made a hereof, regsrdieu of any contractual m forth what starts it bra mace to obtain the inlornuuon, lationship which in, - alleged to exist between the ontraator e. Sanctions for Noncompliance: In the event of the contractor'• and well laborers and mccbmim and the wxge determinsttoa nssrompliart<e with the nondiscrimination provisions of this cam decision shall be pasted by the contractor at the site of the work freer, the State highway department shall impose such contrrrt F • prominent place where clause.ran ri easily seen by the,mawn, sanethwu a. it or the Federal Highway Adminiaration may deter ably the purpose of this section (b)(2) oft made or costs Act n- on mine to be appropriate, including, but not limited to: ably anticipated carder uoctlan 1161121 of the D err, paid Act web behalf 0( laborers or mechanica ate concede:ea wanes paid to wch (1) withholding o1 psymenn, to the contractor under the laborer, or mechanics, wbject to the provisions of Section IV. contract unit[ the contract, vohe•, and/or paragraph 3b, hereof. Also for the purpose of this clause, regular (2) cancellation, tern .n or suspenaien of the contract, contributions made ar costs incurred for more than a weekly in whole or in par period under plane, funds, or programs, but covering the par. f. Incorporation of Provisions: The conmac, include the ticular weekly period, are deemed to be constructively made or provision of this paragraph 3 in every wbcontr—, including pro incurred during much weekly period, cumments of materials aM leases of equipment, unless exempt by the Ilsaulatie" or diroetives issued riuremant thereto. The coo- L ClasmiReatioa: tractor shall take web motion with reepect to any subcontractor or a The State highway department contracting officer shall procurement as the State highway dep,n:aent or the Federal require that any class of laborers or meehan{es. including aipleo- H'ghway Administration may meet as a means of enforcing much time and trainees, which is not listed in the wage determination combative including sanctions for noncompliance: Ptm.led, how. and which is to be employed under the contract,shall nit, clawifed eta, that, in the event a mi,actor become involved in, or is or reclassified conformably to the wage determination, and a re threatened with, litigation with a subcontractor or supplier as a port of that action taken shall be sent by the State highway result of was direction, the contractor may request the State department contracting officer to the Secretary of Labor. highway department to enter into such litigation to protect the interests of the State, and, in addition, the contractor may b. la the event the interested parties caner agree on the request the United Seems to ter into such litigation proper clarification or reclassification of a puticulat class of la ea to protect 6e interests of the United Sutra hertn and mechanics, irch.ding apprentices and trainees, to be used, the question accompanied by the recemmandation of the III. NONSEGREGATED FACILITIES State highway department contracting atfcei shall be. "tarred to the Secretary for final determination. (Applicable to Federal-aid construction contracts and related etbcontracv exceeding 11U,000 which are not exempt from the 3. Payment of Fringe Benefits: Equal Opportunity clause.) a The Stale highway department contracting officer shell By submission of this bid, the execution of this contract or sub require, whenever the minimum wage rate prescribed in the coo- contract, or the consummation of this material supply agreement, trot for a class of laborers or mechanics includes a fringe benefit as pprop late,the bidder,Federal aid censtru-,tion contractor,wb4 which is flat expressed as an hourly wage rate and the contractor ce.,.ractar, or material supplier, as appropriate, certifies that he is Obligated to pay . cash equivalent of such a fringe heoetic, on does Out maintain or provide for his employeft any segregated le hourly cash equivalent thereof to he established. In the event the cilitie, at any of his establishments, and that he does not permit interested parties cannot agree divan a cash equivalent of the him employees td perform their arnica at any location, under his fringe benefit, the question, acmompanied by the recommendation control, where segregated facilities are maintained. He certifies of the contracting officer, shall be referred to the Secretary a( further chat he will not maintain of provide for his employees any bailer f,• determination. Page 2 Fenn M1273 (Rsv. 9-75) gM a It. If the contractor dean Trot make payments to a reduce or to utilize trainees at lone than the applicable predetermined rate *that third person, he ,nay consider as part of he wages of any for the work Pedolmed until an secepleble program is approved. laborer or mechanic the nntount of any costs reasonably anticipaled in e. The utilization of expressly limeddiin th nwaage under termination decision of he Sec am of a re A011. be in conformity with Apprentices. tieq (reemployment opportuniairers and ty tary of Labor which is , part of this contract: Provided, h w,sm, requrements of Executive Order 112e6, a amended and 29 the Secretary of Labor has found, upon the written request of the Pan 30. the wntr•cior, that the applicable standards of the Davie-Bacon E Apprentices and Trainees (Programs of Department Act have been me:. The Secretary of Labor may require the of Transportation): contractor to set aside in a separate account asset for the elect. ing of obligations under the plan or program. Apprentices and trainm working under apprenticeship and skill training programs which new been certified by the Seerenary 4. "aymeat of Exeesa Wages: of Transportation n promoting equal employment opportunity in While the wage rain shown are the minimum rat" required c°..tio. with Federal aid highway construction programs are by the corttact to be paid during its life, this is not a repreaen not subject to the requirements of Section IV, paragraph 5 above. nation that labor can be obtained at thew, rate. No increase in The straight time hourly wage rain for apprentices son trainees the contract price %hall be allowed or authorized on account •;f under such programs will be established by the particular pro, the , manna payment of wage rats in excess of those listed herein. A n ApDrentie and Trainees (Programs of Department 7. Overtime Requirements: of Labor): No contractor ass subcontractor contraetirl for any part of the contract work which may require or involve the Y emP to ment of . Apprcntim will 6e permitted to work at ter than the laborers, mechanics. watchmen or guards (including apprer.tim predetermined rate for the work they performed when they arc and trainees described in paragraph,S and 6 abovei shall require employed ;nd individually registered in a bona fide apprentice. or permit any laborer,mechanic,watchman or guard in any work ship p.ogran, registered wits the U.S. Department of Labor, week in which he is emplr yed on web work,to work L excess of Manpower Administration, Bureau of Apprenticeship and Train eight Noun in any calendar day or in excess of forty Fours in such ing, or with a State Apprenticeship Agency recognized by the workweek unless such laborer, mechanic, watchman or guard re. Bureau, or if a peraon is empicyed in his fire 90 days of probe- ceives c.mpemaiion at a rate not less then one and our half times tionary employment as sat apprentice in such an apprenticeship his basic rate of pay for all hours worked in excess of eight hour, program, who is not individually registered in the program, but in any calendar day or in excess of lorty boon in such workweek, who has been certified by the Bureau of Apprenticeship ant as the case may be. Twining or a State Apprenticeship Agency Iwhere appropriate) to be eligible for probationary employment as an apprentice. & Violation: liability for unpaid wager, liquidated Tine allowable ratio of apprentices to journeymen in any craft damages: oliewific stion shall not be greater then the ratio permitted to the In 6e event of any violation of it \-.ss set forth in para. contractor an to his entire work force under the engineered pro, graph 7, the contra,for and any suk actor responsible there gram. Anv employee listed on a payroll at an apprentice wage fore shall be liable any affected employe• for his unpaid wagta tam, who is n t a trainee as defined in 29 CFR 5.2(c)(2) or is In addition, web contractor and subcontractor shall be liable to tat registered or otherwise employed an mated shove, shall be the Un: d State, (in the case of work done under contract for paid the wage rue determined by the Secretary of Labor for the the District of Columbia or a territory,to Such District o! to such classfication of work he actually performed, The contractor or territory), for liquidated damages, Such liquidated damages the[[ subcontractor will be required to furnish to the State highway be computed with respect to each individual laborer, mechanic agenr- or to a representative of the Wage Hour Division of the watchman or guard employed in violation of the clause act forth U.S. Department of Labor written evidence of the registration in paragraph 7,in the wan of $10 for each calendar day on which o.r his program and apprentice an well as the appropriate ratios such employee was required or permitted to work in excess of and wage run (expressed in percentages of the journeyman eight hours or in excess of the standard work%,nk of forty hour, hourly rates), for the area of romrrurtion prior to using any without payment of the overtime wages required by the clause nit apprentices on the c mtratt work. The wage rue paid sp. practices shell be not lee than the Appropriate forth in paragraph 7. percentage of the jourmeymnn's rate contained in the applicable wage determination. 9. Withholding for Unpaid wages; Its T•sinee. except an provided in 29 CFR 5.15. will not be The State highway department contracting officer may with. Permitted to work at I s than the Predetermined rue for the hold o• cause to be ,ihheld from th, co -.nor an much of the work performed unless they are employed puts...nt to and indi- accrued I..yrne,,t% or advances as mov he i idend necessary to vfdually registered in a program which h" received prior ap. pay laborera, cochanles (including apprrn ca and trainees) Press], evidenced by formal certification, by the U.S. Department watchmen, or guards employed by the contractor or an; eubcom of Labor, Manpower A�...inimration, Bureau of Apprenticeship tractor on the work the full amount of wages requiind by the and Training The t ao of trance, in journeymen shall not be contract In the even' of failure to ray any laborer, rechaae. greater than permitted under t::e plan approved by the Bureau contract, a of Apprenticeship and Trai ng. Every trainee mud be pad at g pprentien and tininess) wcchmn or guard rynployed net ter than the tam i&d in the • or working on the sit• of the work, all or pe-i of :ate wages DP program for his leve required by the contrreL the State highway department contract. level of progress Any employee limed on the payroll a • train" - raw who is not re steed and mg officer may, site- written notice to the contractor, take web a P Apprenticeship a m a training pin action as may be necessary to cause the suspension of any further approved es :he Bureau of Aale determined end Training etas be payment. advance, or paid not law than the wage rue determined by the Secretary of D guarantee of funds until such violations Labor lot the classification of work he actual) have ceased, y perfar toed. The contractor or ..obrortraetu will be requi, d to furnish the State 10. Withholding 'or liquidated damages: highway agency o: mp,ncntsliw of the Wage-Hour Division 7}e State highway department contra.,nig officer may with. of the U.S. D Labor written evidence of the certifi. hold or cause to be-rithheld,from any moneys payable on account Cation of 1•- rgisnatlod of he trainm, and the of work performed by the contractor or subcontractor, such mine radon end 1 m 1hrl Program. In he event as may administratively be determined to be necessary to satisfy the bureau - ' 'Training withdraws approval any liabilities of such contractor or .uhcontrieter for liquidated 01 a training -.0 no longer be permitted damages Hided in the clause set forth in paragraph a. boa M1273 lk-a. s.y: Pegs 3 V. STATEMENTS AND PAYROLLS the contractor shall maintuin records which stow that 1,e eon. 1. Compliance with Copeland Regulation (29 CFR. Pari counsel to pre.ide such betrfit% s enforceable, that the plan or ID: program is financially responsible, and that the plan or progtat; The contractor shell comply with the Copeland Regul,uone her been communicated in writing to the Izhorers o• mechanics affected, and records hich show the max anticipated of the (2929 CPR, Pan 3) of the Seeretary of Labor which are herein w � inc C by reference, actual eons incurred in providing such benefits. <. The payroll, shall margin the following information: 2. Woolly statement: (1) The employee& full name, address and social security Each contractor or wbrontractor shall furnish each week a cumber. (The employees full name and social security number statement to the State highway department resident eugim:er rased anly appear on the first payroll on which his name appears. with respect to the wages paid each of is employese, (including The employee's addreve need only be shown on the first submitted apprentices and trainee deseribed in Section TV, paragr.phs 5 payroll or. which the employee's name appears,unlem a change of and 6, and watchmen and guards) engaged on work covered by address necessitates a submittal to ref,"t the new addreaal the Copeland Regulations duri;.g the preceding weekly payroll (2) The emplo)ae's classification. period. The welcome, shall be executed by the contractor or (3) Entries fndi"ting the employee's basic hourly wage wbnntraci,ir or by an authorized officer or employee of the con. rate said, where applicable, the overtime hourly wage rem. The reactor or subcontractor who supervises the payment of wsgm. payroll ahould indicate separately the amounts of employee and Contractors end subcontractors mum use the certification set forth employer contributionsto fringe benefit funds and/at programs on U.S. Department of Labor Form WH-348, or the same cerm. Any fringe benefits path to the employ" in cast mum be inale- cation appearing on the reverse or Optional U.S. Department of ogled. There is no preecri6md or mandatory form for .bowing Labor Form W' Ig7, or a¢ any (arm with identical warding. the have information on payrolls L Final labor oummary: (4) The employee's daily and weekly boom worked in each roe contractor and each subcontractor shall furnish, umn the classification. �nciuding actual evmume boon worked foot completion of the contract. a summary of all employment,indirst. adjusted). ing, for the complete,: project, the total hours worked and the (51 Th, ,ternized deductions made and brad amount earned. This data s 11 be submitted to the Stale (6) The net wages paid. highway department resident engi. -n Form PR47 together d. The contractor will submit weekly a copy of all payrolls to with the data required in Section of, relative to materials and supplies. The provisions of .h •mph arc not applicable the Sure highway department reside., engineer. The copy stall to contracts for secondary highwa .ostracts financed eolely be accompanied by a statement signed by the employer or his with funds provided by the Highu eautifiestion Act of 14u5, agent indicating that the payrolls arc correct and complete, that as amended. the wage rates contained therein are not lem than these deter mired by the Secretary, of labor and that the clasmfitstioto set l Final eertilegte: forth for each laborer or mechome conform wth the work he Upon completion of be contract, the contractor shall submit performed. Submission of a weekly instrument which is required under this contract by Section V. paragraph 2, and the Copeland to the State highway depanmen; contracting officer, for tau m it seen to the Federal Highway Administration with the voucher for Regulations of the Secretary of Labor subsequent CFR Pan 31 sac the final payment for any work performed under the contract, a filing with the iby th payroll or any borpom nt tu11 ec s copy emti&ate concerning wages end classifications for laborers, me- of any findings shall the 5"teuhi of labor pursuant to Section on chance, watchmen and guards ,mployed on the project, in the paragraph 3b, stall satisfy this submiement. The prime roll following form: tractor stall tr ctors, Thblee for the submission of copies re payroll. of all subcontractors, The mninclor will make the rear L co- . . . . quired under the labor standards clauses of the contract available TM undersigned, contractor on for inspection by authorird representatives of the Sum highway department, the Federal Highway Administration and the Depart. I Project No.) I meet of Labor, and will preterit such repreaenutive, to interview hereby certifies that all laborm, mechanics, apprentices, trainees, empleye>during working hours on the job. watchmen and guards employed by him or by any wi,contractor e. The wages of labor shall be paid in legal tender of the Warming work under the contrert on the project have been paid United State, except that this condition will be considered cotes reap at term not late the those required by the contract pro- lied if payment is made by negotiable check, on a solvent bark, siseaa, and that the wen,, performed by each such laborer. which may be cashed readily by the employ" in the local eon mselanie, apprentice or trainee conformed to the tlamifications set munity for the full amount,without discount or collection charges forth in the contract or training program provisions applicable to of any kind. Where checks are used for payment, the contractor the wage rate paiilk snap make all necessary arrangme.am for them to be cashed and Signature and tide shall give information regarding such arrangements. • • • — L I•o fer, of any kind shall be asked or accepted by the corn S Payroila and payrati records tractor or any of his agents from any person to a condition of employment on the project. a. Payrolls and basic reryds relating thereto will be main reined during the course of the work and preserved for a period of g, No laborer, list] be charged for any tools used in perform three years thereafter for all laboters, imehaniro. gpprentces mg their respecpve duties except for reasonably avoidable law or trainee, watchmen and guards work:cg at the size of the work damage thereto. b. The p'7roll records stall contain the name, vaciel security h. Every employ" on the t. k covered by this contract shall number anti addresses �f each such employ", his correct clamifica be permitted to bodge, board and trade where and with whom he don, rates of pay (including rmcs of contributions or cons antiri. elects and neither the contra,'), no-his agents, actor hie employees pared of the type described in section l(b)(2) of the Davis shall, directly or indirectly, r quire as a condition of employment Bacon Act),daily and weekly number of hours worked,deductions that an employee shall lodge, board or trade at a particular place made aid actual wages paid. Whenever the Secretary of Labor, or with a particul.r person. pavement to Section IV, paragraph 3k, has found that the wage M of gay laborer or ro"hanic include the amount of any cams i. No charge shall be merle for any transportation forms' aegma&hly anticipated in providing benefits under a plan or pro by the contractor. or '-s agents, to any person employed on lent described in auction I(b)(21(11) of the Da,isBacon Act. work. Ewa 4 form PI-1213 tarot. 0.751 f, No individual shall be employed as a laborer or mechanic way department contracting o imq or his authorized represents. on this contract except on a wage basis, but this shall not be tive, and such consent when given shall not be wnesrued to committed to prohibit the rental of teams.. Irn4, or other equip- relieve the contractor of any responsibility for the fulfllzwnt of ment from individuals. the corivact. Request for permission to sublet. assign, or other. wise disposo of any portion of the contract shall be in writing VI. RECORD OF MATERIALS,SUPPLIES AND LABOR and accompanied by isal a showing that the organisation whict. will perform the work is particularly experienced and equipped 1. The provisions in this section ore applicable to all contracts for such work, and Ib) an assurance by the contractt that the except contracts for secondary highways and contracts financed labor standards provisions vet forth in this contract shall apply solely with funds provided by the Highway Beautification Act of to labor performed on all worm encompassed by the requeq. 1965, as amended. 2. The contractor shall maintain a record of the total cost of sh VHI. SAFETY; ACCIDENT PREVENTION materials and supplies purchased for and incorporated in the work, In the performance of this contract, the contractor shall comply and also of the quantities of those specific materials and supplies with al: applicable Federal, State and local laws gove.rarne safety, listed on Form PK-47 and in the units shown. Ulan completion health and sanitation. The contractor shall provide all safeguards. of the contract, this record, together with the final labor sovrmary witty devnces and proter.tive equipment and take any other needed ngelred in Section V.paragraph 3,hereof.shall be transmjced to actions on his own responsibility,m as the State highway depart the State highway department resident engineer for the project on ment contracting officer coy determine, reasonahly neressary to Farm PR-47 in accordmm wits instruction, attached thereto, protect the life and health of employee:on the )ob and the safety which will be furnished for this pntfwse upor. request. The qua- of the public triad to protect property, in connection with the per- Do" for the lived forma shall be reported separately for roadway form mice,of the work covered by the wniract. sat for structures over 20 fee, long as measured along the center It Ifm of the roadway, is • condition of this erred co ntract,and shall he made condition of each subcontract entered into pursuant to this contract, 3. The convaaor shall become familiar with the list of specific that the contractor and any wisconttaetor shall not require any materials and supplies contained in Form PR-47 prior to the com. taborer or mechanic employed in performance or the contract to averment of work under this contract Any addhional materials work in wrmundmics or under working cundb:oro 'which are on information required will be solicited through revisions of Form unitary, hawrdouss or dangerous to his health or safety,as deter. PR-47 with attendant explanation, mined under construction safely and health standards (Title 29, 4 Where snbcont,.cwto ore involved the contractor shall wbmit Code of Federal Regulations, Part 1926, formerly ?art 1518, as revised from time to time), promulgatel by the United Staaw either a singir report covering work both by himself and all his Secretary of Labor, in accordance with Suction 197 of 'he Cmn wbcontractore, or he, may submit separate reports for himself and tract Work Hours and Safety Standards Act (93 Stat. 93). for each of his nubcontroctora VH. SUBLETTING OR ASSIGNING THE CONTRACT IX FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS 1. Than contractor shall perfo, wiz his own organization con In order to assure hi;h quality and durabre construction in coo. us et work amounting to our lea. than 50 percent of the original formity with approved ,tans and specifications and s high degree mtk! contract price, except that any items it ignated by the of --liability on atementa and representation,made tv engineer. Stem a rat of any semi' Spec be performed by ,ubmed nay and contractors,supplies,end worker.on Federal-aid highway projects, de amount of any such "Specialty contract hems to performed c .nay be it is essential that ell petsons concernet with the project perform deducted from the original meal convect price yf.,r• computing thar functions es. carefully, thoroughly, and honntly as possible. the amount of work required to be performed ^trectle Wfllfoi falsification, di.tortion, or misrepresentation with napect with his own organization to any facts related to the protect is • violation of Federal law. a. "Him own organization' shell be cons .ly To prevert any misumb t-Aanding regardi.g the rrioumess of workmen employed and paid directly b} the t and these and similar acts, the following notice thall be cooked on equipment owner or rented by him, wran o, :..A. each Federalaid h.ghway project in one or more places where it b. 'Specalty Items' shall be <orstrued to a work is readily available to ell pern,nit concerned with the project: that requires highly specialized knowledge, .,arriaruhif or equipment not ordinarily available in contracting organizations qualified to bid on the contract as a whole quit 1n 6:neral are to NOTICE TO ALL PERSONNEL ENGAGED ON be limited to minor component, of the overall eonract. FEDERAL-AID HIGHWAY PROJECTS 2. In addition to the 50 percent requirement set . �.n in pure- Title 18. United Suer Coca Sction 10[0, :cads as follows: graph 1 above,the contractor,hil furnish (a) a competent super- immadem or foreman who is emplt,yrd by bins, who has full ace "Whoever, being an o'.fic:r, agent, er employee of the Unit«I thority to direct performance cf the wcrk in accordance with the States, or of any Stale or Territory,OF whoeve,whether• person, contract requirements, and who is in charge of all construction association, firm, or rorporat on, knowingly makes any false state- operations Imoordleav of who perfo.n, the wort), sort (h1 such ment. false repretenteuor, or falor report as to the character, ether of his own organizational cepabilit) rind responsibility (sal- quality,quantity,or cost of the mateial used u-to be need,or the prevision, management, end engineering xnir") as the State gpantty or qualify of the work fw%;urmed err w he performed, cr highway department contracting officer derermine, is necessary to the cost,thereof in connection with the submission of nuns,maps, mum the prdurmace of the canb art. vpwifications, contracts, or costs of cunstructior, on any highway 3. The contract amount upon which the 50 percent requirement or tallier. project ci.rl%ttM for approval to d.- Stt eisry of oat forth in paragraph 1 is computed includ-z the cost of materials Transportation: or and manufactured products which are to br purataaed or produce; "Whoever knowingly makm ars false staemrnt. Calve repreten by the contractor under the contract provi,-erns. tation, false reror! or fais, chum with Fes,err in thv chanuer, quality. quantity, or cra of any work petforma(I or to be per. A AD) Items that rove been selected as "Specialty Items" for formed, or material, furnished to be it rished, in connection the contract am 1',red u such in the Special Provisions. bid with the con,tructim, )I any highway r related pr,jeet appreted schedule,or elsewhere in the contract documents. by the Secretary of Traeupartation; or S. No portion of - _ontract shall be uhlet. assigned or other. "Whoeter knowingly makes any false .cement or false mpm wise dfsr,_1 of except with the written consent of the State high. sentation as to a material fact in ary it tent, certificate, err For 273 01ev. 9451 Pyle 5 ) W 593 Wells Ave Bridge 7 som report submitted Panamint to provisions u: the Federal Aid Read lined, on the du• of contract awed, on the U.S. En.ironmental Act approved July 1, 1916 I39 Sim. 95,:), u amended and Protection Agency, tEPA) list of Violating Facilities Pursuant supplemented: to 40 C.P.R. 15.20, "Shall be fined not more than SMOOO or imprisoned not more 2. The contractor agrees n comply with all therequirement,i than five yeah,or both' A p h, el section 114 0l the Clem Air Act and section JOB of the Federal Water Pollution Control Act and all regulation% and X. IMPLEMENTATION OF CLEAN Alit ACT AND guidelines limed thereunder. FEDERAL WATER POLLUTION CONTROL ACT I The rontrart., shall promptly notify the State highway (APPLICABLE TO CONTRACTS AND SUBCONTRACTS d.partmenl of the receipt of any communication frem the WMIC4 Into $100,000) Diractor, (MBice of Federal Activittes. EPA, indicating that a I The contractor stlpulata that any facility to be utilised in facility to be utilised for the contract is under consideration to the ped.:mmc• of this contract, union such contract is exempt be listed on the EPA List of Violating Facilities under the Clean Air Act, se amended 42 U.S.C. 1857 at seq., as 4. The contractor areas to include or cause to be mcludad amended by Pub. L 91-604). and under the Federal Water the requiretrre, s of subparagraphs 1 through 4 of this paragraph Pollution Control Act, u amended (JJ U.S.C. 1251 at seq., as X in eoery rmnexempt subcontract. and further agrees to take amended by Pub. L 92-SOO), Executive Order 117116,and regul, such action as the Government may direct as a means of enforc- ticea in implementation thereof (40 CF.J , Pan 15), is rest ing such requirements. hP 6 fares M-I1yJ (4.. 4-141 AMENDMENT REQTiIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (Exclusive of Certification Acceptance and Appalachian Contracts) Under Section I , Paragraph 2, add: The prima ;ontractor shall be responsible for the coavliance by any subcontractcr cr lower tier subcontractor with these Required Contract Provisions. Tinder Section I, add as Paragraph 5 Disputes arising out of the labor standards provisions of tais contract shall not be subiect to the general disoutes clause of this contract. Such disputes shall be resolved in accordance with the Procedures of the Lspartment of Labor set forth in 29 CPR parts 5, 6, and 7. Disputes within the meaning of ttis clause Include disputes between the contractor for any of its subcontractors) and the co;ttractinq agency, the U.S. Department of Labor, or th` emplovees or :heir representatives. Under Section IV, Paragraph 1, add: Laborers or aecnanics performing work in more than one classification may bt cospeasatad at the rat4 specified for .3ach classification for the time actually wotkad therein: Provided, that the emplover4a payroll r4corls accurately set forth the time spent In each classificatton in which work is parformed. All rulin•1s and interpretations of the Davis-Bacon and Related Acts contained in 29 CtiR Parts 1 , 1, and 5 am herein iacorp,3rat.d by referents in this contract. Under Section IV, Paragraph 5a, add: kpp:entiean shall be paid fringe benefits in accordance with the Provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, SPPrenticas mist be paid the full amount of fringe benefits listed on the wags determination for the applicable classification. Under Section IT. Paragraph 5b, add: Trainees shall be paid fringe benefits in accordance with the Provisions of the trainee program. If the trainee Prograa does not mention fringe ' enefita, trainees shall bt paid the full amount of fringe benefits listed on the rave determination unless the Administrator of the Vage and Hour D_vision d+termines that thane is an apprenticeship program associated with the co.^r9spondlnq ioura4Ymen rape rate on the wage detersination whi-h provides for leas than full benefits for apprentices. War Section IV, replace paragraphs 7 and R with the fallowing new paragraphs: T. Overtime requirements: No contractor or subcontractor containing any pert of the contract work which say require or involve the employaent of laborers, mechanics, watchmen or quards (ineludinq apprentices and trainees described in paragraphs 5 and 6 above) shall require or permit any laborer, mechanic, watchman or quard in any workweek in which he/she is employed or. such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, workman or quard receives compensation at a rate not lass than one and one-half times his/her base rate of Fav for all hours worked or in excess of 40 hours in much workweek. S. violations: Liability for Unpaid wages: Liquidated Damages: In tha event of any violation of the clause set forth in paragraph 7, the contractor and any subcontractor responsible therefore shall be liable tc any affectai -employee for his/her unpaid wades. In addition, such con+ractor and subcontractor shall be liable to the United states (in case of work dome under contract for the District of Columbia or a territory) , for liquidated damages. such liquidated ddeagas shall be computed with respect to eazh individual laborer, mechanic, watchman or quard employed in violation of the clause net for in paragraph 7, in the sum of $10.00 for each calendar day on which such employ" was required or pareitted to work in excess of the standard workweek of 40 hours without payment of the overtiew wades required by the 71ause set forth in paragraph 7. War section Iv, replace Paragraphs 9 and 10 with the foilowinq now paragraphs: 9. withholding : The state highwav agencv shall upon its own action or upon written request of an authorized :eprasantative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Ptceral contract with the save prime contractor, or any other Federally- assist4l contract subject to Davis-Dacon prevailing wage requirements, which is hold by the same prime contractor, so such of the accrued payments or advances is may to considered nec ssary tc pat laborers and mechanics, including apprentices, trainees, and helpers asploved by tea contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer. mechanic (including apprentices and trainees) , watchman or quard employed or vorkinn on the site of the work, all or part of the vases required by the contract, the state highwav department contract'.n6 officer may , after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 10. mithholdirq for unpaid wages and llquidated lamages: The state highwav agencv shall upon its own action or upon written re4ke8t of an authorized representative of the Department of Labor withhold or cause to he withhold, from any monies payable or account of work 7erfotmed by the contractor or subcontractor under any such contract or any other Federal contract with the same prise contractor, or any other Federally-assist3d contract subject to th11 Contract Work Hours and Safety standards Act, which is held Dv the sass prise contractor, Stich sun as say be determined to he necessary to satisfy any liabilities of such contractor or subcc4ntractnr for unpaid vagas and liquidated dsmagws as provided in the clause set forth in Paragraph 8. Under Section y , Faravraph Sol. rdd: Ff the contractor or subcontre,:tor fails to submit the required records or to make them available , thi Federal agency may. after written notice to the contractor, sponsor, applicant, or owner, take such action? as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the require records upon raquest or to make such records available may to grounds `or detarmant action pu-suant to 29 CFR 5.12. Under Section yII, Its■ No. 1, No. : and No. I are revised to read: 1. The contractor shall perfozn tith his own organization contract work amountinq to not lass that 40 percent of the original total contract orict, except that any itees desigaated by tha Steta ae wSpecia:ty Items" say be performed by subcontract and the amount of any such "Specialty Items" so performed say be daductel from the original total Contract price before computinq th9 amount of work required to be performed by the contractor with his own organization. a. "His owe organization" shall to construed to include only workmen employed and oaid directly by the prime contractor and equipment owner cr rsated by him, with or without operators. b. "specialty Items" shall be construed to be limited *o work that taquiras highly specialized knowladg5, craftsmacship or eguipmont- not ordinarily available in contractinq or,anizations qualified to bid on the contrar, as a whole end in gener4l are to be limited to minor components of the overall contract. 2. In addition to the 40 percent rcquiresent set forth in paragraph 1 above, the contractor shall furnish (al a competent superintendant or foreman who in employed by his, who has full au�hority to direct pvrforsxnce of the work in accordance with the contract requirements, and who is in cbarga of all construction operations (regardless of who performs th- work) , and Ib) such other of his own organizational capability and re3ponsibility (supervision, managseent, and engineerinq servicss) as the State highvay dapartsent contracting officer determiias is necessary to assure the performance of the contract. 3. The contract amount upon whicn the 40 percent requirement set forth in paragtaph 1 is comautod in:ludes the cost of materials and manufactured rroducts which are to be purchased or produced by the contractcr under the contract provisions. ksemdsent to For■ PR-1273 Revised January 13, 1986 HWY-R32320-AA PKEVAILJNu MI.JIMUM HOURLY WAGE RATES MARCH 069 1986 OCCUPATION: BRICKLAYERS AND MARBLE MASONS LuCAT1JN: CLALLAM, ISLAND, JEFFERSON, KING, KITSAP AND SNnHOMISH COUNTIES. fRINGE dLNEFITS APPRENTICESHIP . 16 $/HR. STATE STATE HEALTH AND WELFARE 1.47 f/HR. STATE PENSION 1. / . FEDERAL TOTAL HOURLY BENEFITS .00 f/HRR. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CCDE OESCRIPV ON RATE RATE GROUP 1 18.45 -- 05D-001) OLUCKLAYEk 18.45 -' 050-1020 BKICKLAYER 18.45 -- 05U-J110 CAULKER 18.45 -- 050-0100 CLEANER 18.45 -- 050-)130 MARBLE MASON, STONEMASON 18.45 -- OSO-0030 TUCKPJINTER GROUP 2 19.45 -- 050-0340 FOREM%N OTHER 050-9010 6 HOUA S PERTOSY GRL400 HOURS URS OPER O IN EXCESS O WEEK, MON04VF THKOLII,H FRIJAY , AND ALL HOURS WORKED ON SATUR GAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKS9 UN SJNJAYS AN) HOLIDAY$ SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 050-9015 HULIFOURTVHYS: NEW OF JULY,LLABORDAYt DAY,NEMURIAL D THANKSCIVING DAY, T4E FRIJAY AFTER THANYSGIVING DAY AND CHRISTMAS DAY IT) . 6ITY OF RENTON WELLS AVE. BRIDGE ZEPLACEMENT A6WO02 PAGE i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCC'JPATIUN: CARPENTERS LOCATION: KING CCU,NTY FRINGE BENEFITS APPRENTICESHIP . 06 $/HR. STATE HEALTH AND WELFARE L.'iO 1/HR. STATE PENSION 1.40 3/HR. STATE TOTAL HOURLY BFNEFITS 2.96 S/HR. FEUERAL WAGE RATES OCCUPATION OCCUPATION STATE FEUiRAf. CODE DESCRIPTION RATE RATE 070-0010 ACL'OUSTICAL FOREMAN 18.48 -- 07U-0020 ACCUUSTICAL WORKER 17.48 -- OTJ-)03.0 BOOM MAN 070-0040 BRIDGE , DOCK AND WHARF BUILDER 17.52 17.52 070-JO60 CAkPENTFR 17. 32 17.32 070-JIJO CARPENliR - WORKING BURNEUr CHARRED, 17.42 17.42 CREOSOTEO OR TREATED MATERIAL 070-JO70 CAkPENTFR FOREMAN L6. 32 -- OTU-0140 DRYWALL APPLICATOR 17.32 D7U-0150 FLOOR FINISHER 17.45 -- 070-0160 FLOUR LAYER 17.45 -- 070-0170 FLC'lK SANDER 17.45 -- 070 .0250 PILEDRIVER 17.52 17.52 070-J260 PILEDRIVER FOREMAN 18.57 -- 07U-02TO PILCURIVFR FOREMAN - ON POWER RIGS WHILE 18.61 -- DRIVING AND/OR PULLING PILING 070-0300 SAW FUIER 17.45 17.45 070-0310 SHINGLE$ - WOOD AND COMPOSITION 17.45 -- 070-0330 STATIONARY POWER SAW OPERATOR 17.45 17.45 UTO-0340 STA 'IUNARY POPEk WCODWORKING TOOL OPERATOR 17.45 11.45 OTHER CITY OF RENTON WELLS AVI. BRIDGE REPLACEMENT 86W00ll PAGE 2 HwV-R32320-AA PREVAILING MINIMUM HOV:ILY WAGE RATES MARCH 06, 1986 OCCUPATIONt CARPENTERS LUCATIUN: KING COU,VTY OTttCR 070-9010 STATE : OVERTIME : THE FIRST 2 HOURS IN EXCESS OF 8 HRS./DAY AND ALL HOURS WORKED IN EX- CESS OF 40 HAS./WEEKr MONDAY THROUGH FRI- JAY. SHALL BE PAID AT 1 112 TIMES THE REGU- LAR RATE OF PAY, ALL CTHER OVERTIME HOURS AND ALL HOURS WORKED ON SATURDAYS, SUNDAYSt AND HOL1 )AYS SHALL BE PAID AT DOUBLE THE 010-9011 REGULAR RATE OF PAY. O10-90/0 FEDERAL: : FOR WORK ON BUILDINGS UNDER 5500*000.00 AND BRIDGES UNDER $3509000.00: ALL CLASSIFICATIC'NS i15.001HR. CITY OF RENTON WELLS AVE. BRIDOC REPLACEMENT A6W002 PAGE 3 HWY-R31320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 069 L986 OCCUPATION: CEMENT MASONS LOCATION: KING LUJNTY (THAT PORTION NORTH OF A STRAIuHT LINE ON 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE1 . FRINGE 9ENEFITS HEALTH AND WELFARE 1.60 $/HR. STATE PENSION 1.75 $/HR. STATE TOTAL HOURLY BENEFITS 3.00 $/HR. FEDERAL TRA14ING FUNI .10 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CGJE DESCRIPTION RATE RATE GROUP 1 090-0260 APPLICATION OF SEALING COMPOUND 17.86 -- 09U-)210 CONCRETE PAVING 17.46 -- 090-024U CUkB AND GUTTER IT.96 -- 090-D230 CURING CONCRETE 17.46 -- 090-0220 PAICHING CONCRETE IT.96 -- 090-0250 SIOcWALKS 17.86 -- GROUP IA 090-0015 CEMENT MASON - BUILDING GENERAL 17.A6 16.95 GROUP 2 090-0350 COMPOSITIGN MASTIC 18. 11 17.20 090-0310 FINISH CGLUREO CUNCRETE 18. 11 17.20 090-0075 GRI DER, HAND POWERED 18. L1 17.20 090-3370 GUNITE NOZZLEMAN 18. 11 17.20 040-J290 POKER TOOLS IGkINJERS ANO ALL OTHERS) 18. 11 17.20 GROUP 2A 090-0330 APPLICATIGN OF UNDERLAYMENT 18. 11 -- 090-0280 CONCRETE SAW ( SELF POWERED) 18. 11 •-- 090-0360 EPDXY 16. L1 -- 09J-0770 PLASTIC 18.11 -- 090-9300 SANDBLASTING ARCHITECTUAL FINISH 16. 11 -- CITY OF RENTON WELLS AVE. BRICCE REPLACEMENT 86WO02 PAGE 4 HWY-432320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06* 1986 OCCL'PATIUN: CEMENT MASJNS LOCATION: KING CUUNTV (THAT PORTION NORTH OF A STRAIGHT LINE ON 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINEI . WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CCDE DESCRIPTION RATE RATE GROUP 2A 090-0320 TUNNEL WCRKERS 16. 11 -- GROUP 3 090-0340 TROWEL 4ACH(NE ON COLUREO SLABS* 19.36 17.20 CUMPOSITION nR KALMAN FLOORS OTHER U90-9041 STATE : : OVERTIME: THE FIRST 2 HOURS IH EXCESS OF 3 HRS./DAY* MONDAY THROUGH FRIDAY, ANO THE FIRST 10 HRS. ON SATURDAY SHALL BE PAID AT 1-1/2 TIMES THE REG- ULAR RATE. ALL OTHER OVERTIME HOURS* SUNDAYS, AND HOLIDAYS SMALL BE PAID AT 2 TINES THE REGULAR RATE, CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 864002 PAGE 5 HWY—R32370—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATIUN: CEMENT MASUNS LOCATIUN! CLALLAMs GRAYS HARBOR# JEFFERSONt KING (THAT PORTION SOUTH OF AN EAST—WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SOUNU ANU EXTENDS EAST TO THE COUNTY LINEI• KITSAP, LE 'S. MASON9 PACIFIC ITHAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EX' ENOED WEST TO THE PACIFIC OCEAN)# PIERCE ANU THURSTON COUNTIES. FRINGE dENEFITS HEALTH AND WELFARE 1.60 $/HR. STATE. PENSIUN 1 . 75 $/HR. STATE TOTAL HUURLY BENEFITS 3.45 $/HR. FEDERAL TRAINING FUND . 10 f/HR• STATE WAGE RATES UCCUP%TIUN OCCUPATION STATE FEDERAL CUUE DESCRIPTION RATE RATE GROUP 1 090-3160 APPLICATION OF SEALING COMPOUND 17.86 -- 090-0210 CONCRETE PAVING 17.86 -- 090-0240 CURS AND GUTTER 17.86 -- 090-3230 CURINV CCNCRETE 17.86 -- 090-0220 PATCHING CONCRETE 17.86 -- 09U-0250 SIDEWALKS L7.86 -- GROUP IA U90-0015 CEMENT MASUN — BUILDING GENERAL 17.86 11.66 GROUP 2 090-0330 APPLICATION OF UNUEWLAYMENT 18. 11 18.11 090-3350 COMPUSITION MASTIC 18. 11 18. 11 090-0310 FINISH COLURED CONCRETE 18. 11 L8.11 090-0075 GRINDER, HAND POWERED 18.11 18.11 090-0310 GJNITE NUZZ EMAN 18. 11 18.11 090-0240 POWER TUCLS I;AINDERS ANU ALL OTHERS) 18. 11 18.11 090-3140 POWER TROWEL MACHINE 18.11 18.11 GROUP 2A CITY 0r RENTUN WELLS AVE. HRIOO�E REPLACEMENT 86WO02 PAGE 6 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARLH 06* 1986 OCCUPATIUNI CEMENT MASONS LUCATION. CLALLAMs GRAYS HAR90Rs JEFFERSON, KING (THAT PORTION SOUTH OF AN EAST—WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SUUNJ ANJ EXTENDS EAST TO THE COUNTY LINE) * KITSAP* LEWIS* MASON* PACIFIC (THAT PORTION NORTH OF WAHKIAKUN COUNTY NORTHERN BOUNDARY EXTENDEU WEST TJ THE PACIFIC OCEAN) * PILRCE AND THURSTON COUNTIES. WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 2A 09U-020U CONCRETE SAW ( SELF POWERED) 18.11 -- 090-0360 EPUXY 18.11 -- 090—J210 PLASTIC 18.11 — 09U-0300 SANDBLASTING ARCHITECTUAL FINISH 18.11 -- 090-0320 TUNNEL WCRKERS 18. 11 -- GROUP 3 090-0340 TROWEL MACHINE ON COLORED SLABS* L^* 36 18.11 COMPOSITION OR KALMAN FLOORS CITY Or RENTON WELLS AVE. BRIDGE REPLACEMENT 16WU02 PAGE 7 HWY-R32320-AA PREVIILING MINIMUM HOURLY WAGE RATES MARCH 06, 1946 OCCUPATION: ELECTRICIANS LJCATIUN: CLALLAM, JEFFEkSGN, KING AND KITSAP COUNF(FS. FR1Nl�E BENEFITS HEALTH AND WELFARE .985 S/Hk. STATE PENSION - LOCAL [ CONST. STUCKMAN) 1 .00 E/HR. STATE NEBF 3.00 1 STATE PENSION 3.00 % FEDERAL PENSION - LUCAL 2. 30 $/HR. STATE TOTAL HOURLY BCNEFITS 3. 385 S/HR. FEDERAL TRAINING FUND . 10 $/HR. STATE WAGr- RATES JCCUVATIUN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RAFE 170-0010 CAHLE SPLICER 19.38 14.38 170-0030 CONSTkUC71ON STOCKMAN 10.29 -- 170-0040 ELECTRICIAN, W[REMAN 17.62 17.62 170-CO50 FOREMAN 19.38 -- 170-)060 GENERAL FOR144N 21.14 -- OTHER 170-3010 STATE : )VEPTIME-ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MONDAY THRUU.iH FRIDAY, AND ALL HOURS WORKED ON SATUR DAYS, SUNDAYS AND HOLIUAYS SHALL PE PAID AT DOUNLE TkE REGULAR P4TE OF PAY. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 81,WO02 PAGE 8 HWY-R3?320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 19R6 OCCUPATION: ELECTRICIANS - LINE CCNSTRUCTION LJCATIJN: STATEWTJE FRINGE BENEFITS APPRENTICESHIP . 50 Y STATE HEALTH ANO WELFARE 1. 25 S/HR. STATE NEbF 3.00 $ STATE P"INSIUN - GROUPS I . 2 AND 3 2.30 i/HR. STATE PENSION - GROUPS Is 2 ANU 3 3.50 T FEDERAL PENSION - GROUPS 49 5 AND 6 3.50 $ FEDERAL PENS104 - ALL JTHERS 1. 30 f/HR. STATE TUTAL HOURLY BENEFITS - 3.25 $/HR. FEDERAL GROUPS 1 TO 3 TOTAL HOURLY BENEFITS - 2.25 $/HR. FEDERAL GROUPS 4 TO 6 WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CCOE UESCRIPTION RATE RATE 190-0350 CAtiLE SPLICER FOREMAN 2.1.97 -- 190-0360 LINE CREW FOREMAN 20.63 -- 19U-0330 SPRAY FOREMAN 16.60 -- 193-3310 TREE TRIMMER FOREMAN 17. 17 — GROUP 1 IVO-3110 CABLE SPLICER 20.63 20.03 19U-J220 PbLE SPRAYER LEAUMAN 2G.63 23.03 GROUP 2 133-01S3 HEAVY LINE EQUIPMENT MAN 8.65 1e.11 190-0200 Li1 ;MAN 18.65 18.L1 L90-J210 POLE : PAAVER 18.05 18.11 190-0340 WELJERo CERTIFIED 18.05 18.11 GROUP 3 190-02TU TREE TRIMMER 15. 35 16.35 GROUP 4 CITY GF RENTON HELLS AVE. BRIDGE REPLACEMENT 80WOU2 PAGE 9 HNY-R3232J-AA PRLVAILING MINIMUM HUUKLY WAGE RATES MARCH 06, 1986 OCCUPATION: ELECTkICIAVS - LINE CONSTRUCTION LUCATIU14: STATEWIDE WAGE RATES UCGUDATION OCCUPATION STATE FEDERAL CGJE OESCRIPTIUN RATE RATE GRUUP 4 190-0140 LINL LOUIP,MENT MAN 16.08 15.61 GROUP 5 L90-0140 HEAD GROUNJMAN 14.07 13.66 190-0150 HEAD GRJUNDMAN - CHIPPER 14.17 13.66 190-J170 JALKHAMMERMAN 14.07 13.66 190-0260 POWOEkMAN 14.07 13.6L GkGUP 6 190-0130 GROUNDMAN, HOLEOIGCFR 13.23 12.84 OTHER 190-9190 FEDERAL ZONE DIFFERENTIAL f4DD TO VASE PATE) : ZONE 1 - O.OU "0-3 MILE RADIUS FROM GEO- GRAPTC CENTER OF SEATTLE, TACOMA, PUKTLANU, " ZONE 2 - '.40 " 3-20 MILE RADIUS FROM SEATTLE, TACOMA, PORTLAND, AND 0-20 190-9141 MILE RADIUS FROM THE BASE POINTS" ZONE 3 - 3� 15 1'20-35 MILE RAOIUS FROM ALL CiT1ES" ZONE : - 3.90 "35- 50 MILE RADIUS FROM ALL CITIES" ZONE 5 - 5.15 "OVER 50 MILE RADIUS FROM ALL CITIES" CITY OF RENTON WELLS AVM. BRIDGE REPLACEMENT t36W 002 PAGE 10 HWY-R32320-A4 PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: ELECTRICIANS - LINE CONSTRUCTION LOCATION: STATEWIUE UTHER L90-9192 BASF. POINTS: BELLINGHAM, ELLENSBURG„ EPHRATA% EVERETT, KENNEWICK, LONGVIEW, OLYMPIA, SPOKANE, WALLA WALLA, WENATCHEE, WILBUR, YAKIMA, ASTORIA, THE DALLES, PENDLETON# UMATILLA, COEUR DtALENE, LEWISTON AND SANDPOINT. LIFV OF RENTON WELLS .AVE. BRIDGE REPLACEMENT 66WO02 PAGE 11 l a .F HWY-R32320-AA *RcVAILING MINIMUM HOURLY WAGE RATES 4ARCH 06, 1986 OCCUPATION: FLAGGERS LOCAT16AZ CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON@ KING, KITSAP, LEWIS, MASUN, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDEU DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNJHUMISH, THURSTUN, WHATCOM COUNTIES, AND YAKIMA COUNTY (THAT PURTION LYING WEST OF THE MOTH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 $/HR. FEO G STATC WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 260-OO10 FLAGGER 10.78 -- 26U-0020 FLAGMEN -- 10.78 OTHER 260-9010 STATE : OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AI40 ONE HALF TIMES THE REGULAR RATE OF PAY. 260-9260 FEDERAL: FUUTNOTE "C": REDUCED RATES AS IN- DICATED IN THE WAGE DECISION MAY BE PAID ON PRGJECTS WHICH HAVE A TOTAL VALUE OF LESS THAN S3,000000, EXCLUDING THE COST OF ELEC- TRICAL, PECHANICAL, AND UTILITIES. UTILITIES I4CLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, 260-9261 ELECTRICITY, GAS, ANO COMMUNICATIONS. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86W002 PAGE 12 HWY-K3232 J-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCLJPATIUN: IRONWORKERS LOLATIUN: STATEWLJE FR1Nvt BENEFITS APPRENTICESHIP .20 $/HR. STATE HEALTH AND nELFARE 2.36 S/HR. STATE PENSION 2. 15 S/HR. STATE TOTAL HOURLY BENEFITS 4.71 f/HR. FEDERAL WAGE RATES GCCJPATIUN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 33U-UU1J BJkNEKS 18.26 -- 330-OIJO FORYAN 19.76 -- 33U-0110 GENcRAL FCRMAN 20.76 330-00)5 IRONWORKERS 18.26 18.26 330-0040 ORNAMENTAL 18.26 -- 330-0053 REINFORCINv 18.26 -- 330-0060 RIGGERS 18.26 -- 33J-0080 STRJCTURAL 18.26 -- 330-3090 WELDERS 18.26 OTHER 330-9010 STATE : OVERTIME-THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY , MONOAY THROUGH FRIDAY, AND THE FIRST 6 HOURS ON SATURDAY SHALL BE PAID AT CNE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL HUURS W17RKL0 ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. CITY OF RENTON WELLS AVE. BRIDJE kEPLACEMENT 86WOU2 PAGE 13 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: LABORERS LOCATION. CLALLA+t, GRAYS FARBOR, ISLAND• JEFFERSON, KING, KITSAP, LEWIS, MASONP PACIFIC ►NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGITP SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND wELFARE 1.75 $/HR. STATE PENSION 1.55 S/HR. STATE TOTAL HOURLY BENEFITS 3.43 S/HR. FEDEPAL TRAINING FUND . 13 V HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 35U-2100 WINDOW CLEANER 8.46 8.46 GROUP 2 350-OU90 BATCH WEIGHMAN 10. 78 10.78 350-0440 CRUSHEk FEEDER 10.78 10.78 350-1260 PILOT CAR 10. 78 10. 78 350-1870 TOOLROOM MAN (AT JOB SITE) 10. 7R 1U.78 GROUP 3 350-0080 BALLAST REGULATOR MACHINE 14.96 14.96 350-0240 CARPENTER TENDER 14. 16 14.96 350-0210 CEMENT FINISHER TENDER 14 .96 14.96 350-0310 CHI-PER 14.96 14.96 350-0340 Cr:Ut.K TENDER 14.96 14.96 3SC-3350 CLEAN-UP LABORER 14.96 14.96 350-0390 CONCRETE FORM STRIPPER 14.96 14.96 350-U470 CURING CCNCRETE 14.96 L4.96 350-0520 UEMOLITICNP WRECKING ANJ MOVING IINCL. 14.96 14.96 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN L4.96 14.96 350-0810 G48IUN 9ASKET BUILDER L4.96 14.96 350-)820 GENERAL LABJRER 14.96 14.96 350-0860 GRINDERS 14.96 14.96 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86WO02 PAGE 14 HWY-k32320-AA PREVAILING MINIMUM HOURLY WAGE RATES PARCH 06, 096 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP# LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED UUE WEST TO THE PACIFIC OCEAN(. PIERCC. SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CCOE DESCRIPTION RATE RATE GROUP 3 350-L370 POT TENDER 14.96 14.96 350-1390 POWUERMAN HELPER 14.96 14.96 350-1765 STAKE HOPPER 14.96 14.96 350-1890 TOPMAN - TAILMAN 14.96 14.96 350-1940 TUGGER OPERATOR 14.96 14.96 350-2010 VIBRATING SCREED (AIRt GAS UR ELECTRIC) 14.96 14.96 GKOUP 4 350-0050 ASPHALT RAKER 15.44 15.44 350-0250 CEMENT DUMPER - PAVING 15.44 15.44 350-0420 CONCRETE SAw OPERATOR 15.44 15.44 35U-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.44 15.44 350-0720 FALLER AND DUCKER - CHAIN SAW 15.44 15.44 35U-084U GRADE CHECKER AND TRANSIT MAN 15.44 15.44 350-0950 HIG4 SCALER 15.44 15.44 350-0980 JAC",HAMMER 15.44 15.44 350-1090 MANHULE BUILDER 15.44 15.44 350-1200 NOZZLEMAN (C)NCRETF PUMP, GREEN CUTTER WHEN 15.44 15.44 USING COMBINATION CF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK. SANDBLAST. GUNNITE, SHOTCRETE ) WATER BLASTER 350-L256 PAVEMENT SKEAKER 15.44 15.44 350-1315 PIPE RELINFR INOT INSERT TYPE ) 15.44 15.44 350-1280 PLPFLAYER AND CAULKER 15.44 15.44 350-1485 RAILR,IA7 SPIKE PULLCR (POWER) 15.44 15.44 350-17>3 SPREAUER (CONCRETE ) 15.44 15.44 350-1750 SPREAUER - CLARY PCWER OR SIMILAR TYPES 15.44 L5.44 350-L840 TAMPER IMULTIPLE AND SELF PROPELLED) 15.44 15.44 350-LOZO TA'4PER %NO SIMILAR ELECTRIC, AIR AND GAS 15.44 15.44 OPERATED TOOLS 350-1065 TIMSERMAN - StwER (LAGGER, SHURER, G CRIBBclR► 15.44 15.44 CITY OF RENTJN WELLS AVE. BRIDGE REPLACEMENT d64002 PAGE 15 HWY-R32320-AA PRLVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATIUN: LABORERS I.UCATIUN : CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, KINGr KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENOEC UJE WFST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT, SN0.10MISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GkOJP 4 350-1905 TRACK LIAEk (POWER ) 15.44 15.44 350-2000 VIBRATOR 15.44 15.44 353-2090 WELL-PCIAT MAN 15.44 15.44 GROUP 5 350-32OU CAISSuN WCkKER 15.80 15.80 35J-1110 MINER 15.80 15.80 350-1"0 POWUERMAN 15.80 15.80 35U-150O RE-TIMBERMAN 15.10 15.90 OTHER 350-9010 STATE : EFFECT:';E 12/1/84 DELETE THE CLASSIFI- CATION OF CLEANING LABORER FROM GROUP 1 ANO ADO IT TO GROUP 3. 350-9355 STATE : OVERTIME: ALL WORK PERFORMED 1N EXCESS OF 8 HOURS IN ANY ONE DAY OR IN EXCESS OF 40 HOURS IN ANY ONE MEEK, MONDAY THROUGH SATURDAY, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE EMPLOYEES REGULAR RATE. 350-9356 STATE : OVERTIME: ALL WORK PERFORMED ON SUNJAYS AND HOLIDAYS SHALL BE PAID AT TWO TlmLS THE EMPLOYEES REGULAR RATE. WORKING FOREMAN: 50 CENTS PER HOUR ABJVE THE HIGHEST CLASSIFICATION SUPERVISED CITY OF PENTJN WELLS AVE. BRIDGE REPLACEMENT 46WO02 PAGE 16 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES 44RCH 06, 1986 UCCUPATIU4: LABORERS LUCATIUN: CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE. SKAGIT, SNOHOYISH, THURSTON AND WHATCOM COUNTIES. JTHER 350-4450 FEDERAL: FOOTNOTE "C": REDUCED RATES AS IN- DICATED BELOW MAY BE PAID ON PROJECTS WHICH HAVE A TCTAL VALUE OF LESS THAN S3,000,0000 EXCLUDING THE COST OF ELECTRICAL, MECHANICAL, AND UTILITIES_ UTILITIES INCLUDE SANITARY AND STCRM SEWERAGE AND FACILITIES FOR THE Dt- LIVERY OF wATER, GAS AND COMMUNICATIONS. 35U-9451 GROUP 1 8.46 GROUP 2 10.78 GROUP 3 12.69 GROUP 4 13.20 GROUP 5 13.40 CITY OF RENTON WELLS AVE. BRIJGE REPLACEMENT 86W002 PAGE 17 HWY-R32320-4A PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 19R6 OCCUPATION: LANDSCAPE CCNSTRUCTIUN LOCATION: KING• KITSAPq PIERCE AND SNOHOMISH COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS - LANDSCAPE 3.33 V HR. STATE LA60RER 3.30 $/HR. FEDERAL TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 $/HR. STATE PLUMBER 2.31 $/HR. FEDERAL TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 S/HR. STATE EQUIPMENT OPERATOR 3.80 $/HR. FEDERAL TOTAL HOURLY BENEFITS .00 FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 370-0030 1RRIGATIGN AND LANDSCAPE PLUMBERS L0.62 10.62 373-0050 1RKIGATIGN AND LANDSCAPE POWER EQUIPMENT 11.18 11.18 OPERATORS 370-OOLO LANDSCAPING OR PLANTING LA60RERS 8.46 8.46 w CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT S6WJ02 PAGE 18 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 19R6 OCCUPATION: MASON TENDERS, HOD CARRIERS AND MORTARMEN LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACtFIC INJRTH OF WAHKIAKUN COUNTY NORTHERN BOUNDARY EXTENDED UUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRIN(,E BENEFITS HEALTH AND WELFARE 1.75 S/HR. STATE PENSION 1.55 S/HR. STATE TOTAL HOURLY BENEFITS 3.43 S/HR. FEDERAL TRAINING FUND . 13 S/HR. STATE WAkiE RATES OCCUPATION OCCUPATION STATE FEDERAL CCUE DESCRIPTION RATE RATE 430-0010 HOD CARRIER 15.44 15.44 430-0020 MASON TENDER 15.44 -- 430-0010 MORTARMAN 15.44 15.44 OTHER 430-9430 FEDERAL: FCUTNOTE "C": A REDUCED RATE OF $13.20/HR. MAY BE PAID ON PROJECTS WHICH HAVE A TOTAL VALUE OF LESS THAN $3,000,0009 EX- CLUDING THE COST OF ELECTRICAL, MECHANICAL AND UTILITIES. UTILITIES INCLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE UE- LIVERY OF WATER, ELECTRICITY, GAS AND 430-9431 COM4U4ICATIONS. CITY OF RENTOK WELLS AVE. BRIDGE REPLACEMENT 96WO02 PAGE 19 0 HwY—R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 19A6 OCCUPATION: PAINTERS LOCATIJN: ISLAND. KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THJKST7N, AND WHATCOM COUNTIES. FRINGE BENEFITS APPRENTICESHIP .06 S/HR. STATE HEALTH AND WELFARE AND DENTAL 1. 70 S/HR. STATE PENSION .96 S/HR. STATE TOTAL HOURLY BENEFITS 2. 72 S/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL LCJE DESCRIPTION RATE RATE 450-0030 BRIDGE 17.64 -- 45J-J0b'0 BRUSH, JCURNEYMAN 17.24 -- 450-0151 INDUSTRIAL PAINTER 17. 64 U.64 450-017t' PAINTEk - 17.24 450-3180 PAPER HANGER 17.24 -- 45G-0220 ROLLER L7.24 -- 450-0250 SANDBLAST PI1T-TENDER 17.64 -- 450-9240 STEAM CLEANING 17.64 -- 450-0290 STEEL 17.64 -- 450-u300 STEEPLES 17.99 -- 450-0370 TOWERS 17.49 -- 450-0330 TOXIL MATERIAL 17.64 -- OTHER 450-7010 STATE : FOREMAN - . 75 S/HR. OVER THE HIuHEST PAIL) JOURNEYMAN ON THE JOB. 450-70ZJ STATE:GENEKAL FOREMAN - 1.00 $/HR. OVER THE HIC 'EST PAID ON THE. JOB. 450-9U10 STAGE : OVERTIME-THE FIRST 2 HOURS IN EXCESS OF B HOURS PER DAY , MONDAY THROUGH FRIDAY, SHALL BE P/.10 AT ONE AND ONE-HALF TIMES THE REGUL4k RATE OF PAY. ALL OTHER OVERTIME HOURS AND A�_L HOURS WORKED ON SATURDAYS, SUNDAYS AND HULIOAYS SHALL BE PAID AT DOUBLE THE RE- GUL4R RATE OF PAY. CITY OF RENT JN WELLS AVE. BRIUGE REPLACEMENT 96W002 PAGE 20 HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 061 1986 OCCUPATION: PAINTERS LUCATILN. ISLAND, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THJRSTON, ANJ WHATCUM COUNTIES. OTHER 450-9901 STATE : INDUSTRIAL FhINTER INCLUDES: STEAM CLEANER, POWER WASH (OVER 2000 PS11, BRIDGE, EPDXY, TCXIC SPRAY , SANDBLAST (POT TENDER - BRJSH RATE) , STEEL , TANK, SUSPENDED SCAFFDLD- ING, PIPES, INDUSTRIAL WORK IN INDUSTRIAL PLANTS. 453-9910 STATE : OVERTIME - THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MONDAY THROUGH FRIDAY* SHALL BE PAID AT ONE ANU ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL I-CURS WORKED ON SATURDAvS, SUNDAYS AND HOLICAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. CITY OF RENTOK WELLS AVE. BRIDGE REPLACEMENT d6WO02 PAGE 21 HWY-RJ2320-AA PREVAILING :41NIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATIUN: PLU43ENS AIC PIPEFITTERS LOCATIUN. CLALLAM, JEFFERS'JN AND KING COUNTIES. FRINGE 9ENEFITS DENTAL .41 $/HR. STATE HEALTH AND WELFARE 1.20 S/HR• STATE PENSION 2.30 %/HR. iTATE TOTAL HOURLY BENEFITS .00 S/HR. FEDERAL TRAINING FUND .L6 $/MR. STATE VACATION 2. 75 S/HR. STATE WAGE RATES OCCUPATION CCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 530-0070 COMMEKCIAL PUMP 114STALLERS 19.00 -- 53U-3010 FUREMAN 20.90 -_ 530-0020 GENERAL FC.REMAN 21.35 -- 530-00i0 PLUMBER ANC PIPEFITTER 19.00 -- 530-OOSO WELDERS 19.00 -- OTHER 530-9010 STATE : lVENTIME - THE FIRST 2 HOURS IV EXCESS OF 9 HOURS PER DAY, MrINOAY THROUGH FRIDAY, AND THE FIRST 10 HCURS ON SATURDAYS SHALL BE PAIJ AT CNE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL HOURS MURKFJ ON SUNDAYS AND HOLIDAYS SMALL BE PAID AT DOU`3LE THE REGULAR RATE OF PAY. 530-90L1 HOLIDAYS: NEW YEARIS OAYq MEMJRIAL DAY, FOURTH OF JULY, LABOR JAYS THANKSGIVING DAY, FRT'IAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY T71 . CITY OF RENTUN WELLS AVE. BRIDGE REPLACEMENT 86a 002 PAGE 22 HWY-K-132 r%4 PREVAII.ING 41.411AUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: PnWER EQUIPMENT CIPERATORS LOCATION: CLALLA49 GRAYS HARBOK, ISLAND, JEFFERSON, KING• KITSAP, LEWIS, AASUN, PACIFIC (NORTH OF NAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE %EST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTUN AND ►1HATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.95 $/HR. STATE PENSION 2.00 S/HR. STATE TOTAL HOURLY 6ENEFITS 4. 16 $/HR. FEDERAL TRAINING FUND .21 $/HR. STATE WAGE RATES OCCUPATION CCCUPATION STATE FEDERAL COOL OESCRIPTIUN RATE RATE GROUP LA 57U-55J0 CRANE 100 TONS AND OVER OR 200 FT CF BOJM 18.73 18.73 INCLUDING JIB ANJ OVER 570-5505 LOADER, 8 YARDS AND OVER L8. 73 18.73 570-5510 SHCVELS AND ATTACHMENTS, 6 YARDS AND OVER 18. 73 18.73 GROUP 1 57U-5515 CABLEWAYS 18.23 18.23 570-5520 CRANE OVER 45 TUNS AND UP TO 100 TONS OR 18.23 18.23 OVER ISO FT Of BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH 18.23 18.23 510-5545 LOAJER, OVERHEAD 6 YARDS UP TO 8 YARDS 18.23 18.23 570-5565 QUAD 9 AND SirglLAk, D-.' 0 AND HD-41 18.23 18.23 570-5540 REMOTE CONTROL OPERATOR, ETC. 18.23 18.23 570-5525 ROLLAGON L8.23 L6.23 570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVEk 18.23 18.23 570-5550 SHOVELS, RACKHOES OVER 3 YARDS TO 6 YARDS 18.23 18.23 570-55i5 SLIPFUR4 PAVERS 18.23 18.23 570-55)0 TOWER CRANE 18.23 L8.23 GROUP 2 57J-5575 BUMP CUTTER 17.79 17.79 573-5530 CHIPPER 17. 79 17.79 570-5570 CONCRETE BATCH PLANT OPERATOR 17. 79 17.79 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 46W002 PAGE 23 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE 44TES MARCH 06, 19R6 ULCUPATIUN: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENOEU DUF WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, T4URSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION GCC!JPATION STATE FEDEkAL CUOE DESCRIPTION RATE RATF GROUP 2 570-5580 CRANES, 20 TONS THRU 45 TONS 17. 19 11.79 570-5595 CkUSHERS 17. 79 17.79 570-5b00 DERRICK 17.79 17.79 570-�605 DRILLING MACHINE 17. 79 17.79 57J-5610 FINISHING MACHINE 17. 79 17.71 570-5585 HYORALIFTS 17 .79 11.79 570-5615 LUAJERS, OVERHEAD UNDER 6 YARUS 17. 79 17.79 570-5625 MECHANICS, ALL IT. T9 17.79 570-5635 MIXERS, ASPHALT PLANT 17. 79 17.79 570-5640 MOTOR PATRJL GRADERS - FINISHING, BLUETOPS, 17.79 17. ►9 PULLING SLUPES, DITCHES, ETC. 570-5650 PILEURIVER L7. 19 17.74 570-5645 PUMP TRUCK MUUNTED CONCRETE PUMP WITH BOOM 17. 79 17.79 ATTACHMENT 570-5675 SCAAPcRS, SELF-PROPELLED UNJER 45 YARDS 17. 79 17.79 510-5655 SCREED 4AN 17. 79 17.79 570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER 17.79 17.79 570-5665 SUR-GRADER •• TRIMMMER 1T. T9 17.79 573-5680 TRACTOR, 60 HP ANO OVER, dACKHOE AND ATTACH. 17. 79 17. 79 57)-5670 TRACTORS, BACKHOE 17.79 17.79 GROUP 2_A 570-563U LEAJMAN MECHANIC - $0.30 OVER MECHANIC 17.79 -- 570-5620 L.)CUMUTIVES, ALL 17.79 -- GROUP 3 570-5695 A-FAAAE CRANE 17.43 17.43 570-5585 BROOMS 17.43 17.43 570-5735 CONCRETE PUMPS 17.43 17.43 57U-97J5 CONVEYORS 17.43 L7.43 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT d6w002 PAGE 24 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: POWER EOJIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOk, ISLAND, JEFFERSDN, RING. KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNJARY EXTENDED OJE WEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT, SNUIIJMISH, THURSTON AND WHATCUM COUNTIES. WAGE RATES UCCUPATION CiCCUPATI(jN STATE FEDERAL CC )E DESCRIPTION RAT'- RATE GROUP 3 :70-57J0 CRANES, UP TO 20 TONS L7.43 17.43 570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER 17.43 17.43 57J-5TTJ OkIVER ON TRUCK CRANES OVER 45 TONS 17.43 17.43 57J-57o5 EQUIPMENT SERVICE ENGINEER 17.43 17.43 570-5720 FORK LIFTS 17.43 17.43 570-5710 HUISTS, Alk TUGGERS, ETC. 17.43 17.43 570-�715 LJADERS - ELEVATING TYPE 17.43 17.43 57J-5725 MOT'7R PATRUL GRADER - NON-FINISHING 17.43 17.43 57U-5730 MUCKING MACHINE, ETC. 17.43 17.43 570-574J ROLLERS, ON PLANT, ROADMIX OR MULTTLIFT 17.43 17.43 MATERIALS 570-5745 S41nS, CONCRETE 17.43 11.43 5 ?U-5750 SCRAPERS - CARRY ALL 17.43 17.43 570-5755 SPREADERS, BLAW KNOX, ETC. 17.43 17.43 510-57T5 TRACTOR, 60 HP ANU UNDER, 3ACKHOE AND ATTACH. 17.43 17.43 57J-5760 TRENCHING MACHINES 17.43 17.43 GROUP 4 :) 7U-ST95 ASSISTANT ENGINEERS 17.13 17.L3 570-j32U C,)iaPkESSORS 17. 13 17.13 5TO-5T90 VIL OISTRI3UTURS, BLUWERS, ETC. 17. 13 17,13 570-57d5 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17. 13 17.13 57u-5800 PAVEMENT BREAKER 17. L3 17.13 570-i805 PCSTHJLF DIGGER, MECHANICAL 17. 13 17.13 57J-5810 POWER PLANT 17. 13 17.13 570-5825 PUMPS, 'wATFR 17. 13 11.13 570-5760 RJLLER, CTHER THAN PLANT ROAD MIX 17. E3 17.13 570-5815 WHEEL TRACTORS, FARMALL TYPE 17. 13 17.13 GROUP 5 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 460002 PAGE 25 NWY-R32320-AA PREVAILING MINIMUM HOURLY WA.:E RATES MARCH 06# 1986 OCCUPATIJN: PUWER EQUIPMENT lPERATORS LUCATIUN: CLALLAM# GRAYS HARBUR# ISLAND♦ JEFFERSON# KING# KITSAP# LEWIS, IASJN# PACIFIC (NORTH OF WANKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED JOE NEST TO THE PACIFIC OCEAN) # PIERCE. SKAGIT, SNOHOMISH, THURSTUN AND 'WHATCOM COUNTIES. WAGE RATES UCCUPATION GCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 5 573-5930 GRADECHECKER AND STAKEMAN 15.33 15.33 OTHER 57U-9370 FEUEkAL: FOOT14UTE "D": 351 OF THE BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE FCLLU61NG KINDS OF PROJECTS: 11 PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1,5009000 EXCLUDING MECHANICAL• ELECTRICAL# AND UTILITY PORTIGNS OF 570-9371 THE CONTRACT. UTILITIES INCLUDE SANITARY G STOkM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER# GAS# ELECTRICITY. AND LOMMUNICATIONS. 21 PROJECTS Of LESS THAN il #000#•J00 WHERE NG STRUCTURES ARE INVULVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE 570-9312 EKCLUDEO FROM THE COST OF PROJECT. 31 MARINE TYPE PROJECTS SUCH AS DOCKS G WHARFS UNDER $150#000. 570-9574 STATE- OVERTIME: ALL WORK ➢ERFORMED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MON- DAY THROUGH FRIDAY# AND ALL WORK PERFORMED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE. ALL WORK PERFORMEU ON SUNDAY$ AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 510-9577 STATE ., FOREMAN - 0.50 f/MR. OVER THE HIGHEST CLASSIFICATION UNDER HIS SUPERVISION. CITY OF RE:ITON WELLS AV[. BRIDGE REPLACEMENT 86WO02 PAGE 26 HWY—P32320—AA PRcVA1LING MI6 MUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATIUN: SIGN HANGERS AND SIGN PAINTERS ANO CONSTRUCTION MEN LUCATIJN: KING COUNTY FRINGE BENEFITS DENTAL . 17 S/HR. STATE HPALTH AND WELFARE 1. 19 $/HR. STATE PENSIUN .92 $/HR. STATE wAuE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 6AO-0035 PRODJCTION SILK SCREENER 7.68 —_ 640—OOIS CONSTRUCTION "B" 7. 17 -- 640-0037 SHOP PERSON 4.90 -- 640-1050 SIGN HANGER AND CONSTRUCTION MAN 15.36 -- 640-0010 S16N PAINTER 16.07 -- 640-0117 SILK SCREENER 11.95 -- CITY OF RENT9N WELLS AVE. BRIUGE REPLACEMENT d6"OOZ PAGE 27 4WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 19d6 OCCUPATION' TEAMSTERS LOCATION: CLALLAM, GRAYS HARBCIR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC INUkTh OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DOE WEST TO THE PACIFIC OCEAN) , PIERCE, SXAGIT, SNOHOMISH, TlIURSTON, AND WHATCOM COUNTIES. FRINGE SENEFITS HEALTH AND WELFAAE 1.89 $/HR. STATE PENSION 1. 75 $/HR. STATE TUTAL HOURLY BENEFITS 3.64 $/HR. FEDERAL TRAINING FUN) .30 FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL GOOE DESCRIPTION RATE 2ATE GROUP 3B 73U-0140 BUS OR EMPLOYEE HAUL 17.16 -- GROUP 1 13U-0145 CHECKERS 17.06 17.06 730-0690 LEVERMAN ANO LOADERS AT BUNKERS AND 17.06 17.06 BATCH PLANTS 730-1200 SWAMPER 17.06 17.06 GROUP IA 730-1810 WAkEHOUSEMAN AND CHECKERS 1T.06 -- GROUP 2 130-1300 TEAR DRIVER 17. 11 17.11 GROUP 3 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17. 16 17.16 LUAJING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:WAREHOUSING CITY OF RENTON .TELLS AVE. BRTO,E REPLACEMENT 36WO02 PAGE 28 HeY-R32320-AA PREVAIL 'NLi MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: TCAMSTERS LULATION: CLALLAM, GRAYS HARtiOR, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NURTHERN BUUNDARY EXTENOCO DJE WEST TU THE PACIFIC OCEAN), PIERCE, SKAGIT, SNl1HLJMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCJPATION OCCUPATION STATE FEDERAL CODE OESCRIPTIUN RATE RATE GROUP 3 73J-0200 OJM�+STERS, AND S►M(LAR EQUIPMCNT:TOURNU- 17.16 17.16 ROCKERS, TIIURNQWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED PUWEP TRACTOR WTH TRAILER .AND SIMILAR TOP- LOA0E0 EQUIPMENT TRANSPORTING MATERIAL AND PEkFURMING WUPK IN TEAMSTER JURISDICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THLREJF:UP TO ANU INCLUDING 5 YARDS 730-361D FUEL TRUCx, GREASE TRUCK, GREASER, BATTERY 17.16 17.16 SERVICE MAN ANJlOR TIRE SERVICE MAN 130-LIOO SCISSORS TRUCK 17.16 17.16 730-1350 TRACTOR, SMALL RUB3ER-TIRED (WHEN USED W1TH14 17.16 17.16 TE4MSTER JURISUICTION) 73U-1750 V4CJJM TRUCK 17. 16 17.16 730-2010 WATER WAGON AND TANK TRUCK: UP TO 1600 17.16 17.16 GALLONS 130-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16 17.16 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17.16 17.16 GROUP 3A 730-0460 FLAHERTY SPREADER 17.49 17.16 GROUP 730-0500 FLATBED TRUCK, DUAL REAR AXLE 17.27 17.27 GROUP 5 730-OUSJ BUGGYM081LE AND SIMILAR 17.33 17.33 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 36WO02 PAGE. 29 t` HWY-R32320-AA PREVAILING MINIPUM HOURLY WAGE RATES MARCH 06, 19% OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR• ISLAND, JEFFERSON, KINGr KITSAP, LEWIS, MASON, PACIFIC (NORTH OF TtIE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED 'DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT, SNOHOMISH, THURSTONt AND WHATCOM COUNTIES. WAGE RATES OCCUPATION CCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 5 730-0670 HYSTER OPERATORS IHAULING BULK LOOSE 17. 33 17.33 AGGREGATESI 730-1190 STRADDLE CARRIER (RUSS, HYSTER AND SIMILAR) 17.33 17.33 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS 17.33 17.33 TO 3000 GALLONS GROUP 6 730-1530 TRANSIT-MIX, 0 TO AND INCLUDING 4.5 YOS. 17.37 L7.37 GROUP 7 730-0210 OUMPSTEkS, AND SIMILAR EQUIPMENT:TCURNil- 17.38 L7.38 ROCKERS, TGORNOWAGONt TOURNOTRAILERt CAT OW SERIES• TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEV WAGON, EUCLIDt TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADEJ EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISCICTION:DUMP TRUCKS , SIDE, ENO AND BOTTOM OUMPt INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS Trif"E7F%CVER 5 YARDS TO AND INCL. 12 YARDS T30-J4LO EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.38 17.38 EQJIPMENT 730-0710 LUwHEJ AAD HEAVY DUTY TRAILER: UNDER 50 11.38 17.38 TONS GROSS 730-LL40 SLURRY TRUCK DRIVER 17. 38 17.38 130-1160 SNU-GO AND SIMILAR EQUIPMENT 17.38 17.38 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.38 17.38 GROUP IA CITY OF kEN1UN WELLS AVE. BRIDGE REPLACEMENT 86WO02 PAGE 30 HWY-A32320-AA PkEVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLIIM, GRAYS HARBOR, ISLANO, JEFFERSON, KING, KITSAP, LEWISr 4ASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TU THE PACIFIC OCEAN) , PIERCE, SKAGIT* S`JHOMISH, THURSTON, ANC WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 7A 730-0911 UIL UiSTRIi3UTCR DRIVER (ROAD) 17.49 17.38 GROUP 8 730-0223 DUMPSTERS, AND SIMILAR EUUIPMENT:TCURNO- 17.44 17.44 ROCKERS, TOURNUWAGON, TOURNOTRAILER, CAT OW SERIES, TEttRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, E.UCLID, TWO AND FOUR-WHEELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LUAOEJ EQUIPMENT TRANSPORTING MATERIAL AND PEFFURMING WORK IN TEAMSTER JORISOICTION:DURP TRACKS# SIDE, END AND BOTTUM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS GR COMBINATIONS THEREOF:CVLR 11 YARDS TO AND INCL. 16 YARDS GROUP 3 73U-3100 BULK CEMENT TANKER 17.49 17.49 730-0230 OUMPSTERS, AND SIMILAR EQUIPMENT:TDURNU- 17.49 17.49 RULKERS, T11URNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOAUEU EQUIPMENT TRANSPORTING MATERIAL AND PERFURMING WORK IN TEAMSTER JURISDICT ION.[JUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SE41-TRUCKS AND TRAINS OR COMBINATIONS THEREUF:OVEK 16 YARDS TO AND INCL. 20 YARDS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49 17.49 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT d6WO02 PAGE 31 5. HWY-R32310-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 069 1486 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARRUR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, AASUN, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SN'14UMISH, THCRSTON, ANC WHATCOM COUNTIES. WAGE RATES OCCUPATIUN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 10 730-0120 BULL LIF (S, OR SIMILAR EQUIPMENT USED IN 17.51 17.51 LOAJING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING GRUUP 11 730-1405 TRANSIT MIX, 17.54 17.54 OVER 4 YOS. TO AND INCLUDING 6 YDS. GROUP 11A 733-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.54 -- CONSTR. (OVER 4 YOS. TO AND INCL. 6 YDS.1 GROUP 12 730-0010 A-FRAME OR HYURALIFT TRUCKS OR SIMILAR 17.64 17.64 EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE GROUP 13 730-0240 OUMt)STERS, AND Stm ILAR EQUIPMENT:TCUKNC- 17.66 17.6n ROCKERS, TOURNOWAGJN. TOURNUTRAILER, CAT OW SERIES, TEKkA COBRA, LETO'JRNEAU, WESTINGHOUSE ATHEY WAGON, EUCL( U, TWO AND FOUR-WHEELED PONFR 14ACFOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PEREORM(NG WQAK IN TEAMSTER JURISCICTION:OUMP TR',ICKS, SIDE, ENO ANJ BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THFREUF :CVER 20 YARDS TO AND INCL. 30 YARDS CITY OF RENTJI WELLS AVE. BRIDGE REFLACEMENT 86w302 PAGE 32 HWY-k32320-AA PRLVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: TEAMSTERS LUCATIUN: CLALLAM, GRAYS HAR30R, ISLANC, JEFFERSON, KING, KITSAP, LEWIS, 11ASON, PACIFIC WIRTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDtU UUE WEST TO THE PACIFIC UCEANI , PIERCE, SKAGIT, SNJHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES ULCUPATIUN OCCUPATION STATE FEDERAL CGJE DESCRIPTION RATE RATE GRUUP 13 730-0720 LOWBEU AND HEAVY DUTY TRAILER: 5U TONS 17.66 1.7. 66 GROSS TO ANU INCLUDING L00 TUNS GROSS GROUP 14 730-1415 TRANSIT MIX, 17. 70 17.70 CVER 6 YOS. TO AND INCLUDING 8 YOS. GROUP 15 730-0250 OUMPSTERS, ANJ SLMI!AR EOUIPMENT:TGURNO- 17.82 17.92 RULRERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TF.RR1 COBRA, LETOURNEAU, WESTINGHOUSE ATHF.Y WAGON, EUCLID, TWO AN) FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISGICTION:DUMP TRUCKS, SIUt, ENO ANO BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :UVER 30 YDS. TO ANU INCL. 40 YDS. 73U-0730 LOh8EU AND HEAVY DUTY TRAILER: OVER 100 17.82 17.82 TONS GROSS GI(UUP 16 i3J-L415 TRANSIT MIX, 17.86 17.86 OVER 3 YDS. TO AND INCLUDING 10 YOS. CITY OF RENTCK WELLS AVE. BRIDGE REPLACEMENT 86WO02 PAGE 33 Qa vx HWY-R3t320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06. 1986 OCCUPATION: TEAMSTERS LUCATIGN: CLALLA49 GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, M4SON• PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BUUNOARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE• SKAGIT, SNQHOMISH, T40RSTON, AND WHATCOM COUNTIES. MAGt MATES OCCUPATION OCCUPATION STATE FEDERAL CCJE DESCRIPTION RATE RATE. GROUP 17 730-3260 DUMPSTERS, AND SIMILAR EJUIPMENT:TCURNO- 17.9P 17.98 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHUUSE ATtlEY WAGON, EUCLID, TWU AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADEJ ECUIPMFNT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS tHEREUF:QVER 40 YARDS TO AND INCL. 55 YARDS GROUP 18 730-1435 TRANSIT MIX, 18.03 18.03 OVER 10 YDS. TO AND INCLUDING LZ YOS. GROUP 19 130-1445 TRANSIT MIX, 18. 19 18.19 OVER 12 YDS. 11 AND INCLUDING 16 YOS. GROUP 20 730-1447 TRANSIT MIX, 18.35 18.35 OVER 16 YDS. TO AND INCLUDING 20 YDS. GROUP 21 730-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: 18.51 18.51 OVER 20 YDS. CITY OF RENTUN WELLS AVE. RRIDuE REPLACEMENT 86WO02 PAGE 34 HWY-R32320-AA PRcVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATIOA: TEAMSTERS LULATIUN: CLALLA4, GRAYS HARBOR, ISLAND, JEFFERSON, nING, KITSAPI LEWIS, MASON, PACIFIC (NORTH OF THE MAHKIAKUM COUNTY NJRTHERN BOUNOARY CXTENDED DUE NEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNJHOMISH, THURSTON9 ANO WHATCOM COUNTIES. WAGE RATES JCCJPATIJN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 22 730-0430 ESCORT DRIVER 17.06 12.00 730-LO20 PILOT CAR 17.06 12.00 GROUP 23 13J-U490 FLATBLD TRUCK, SINGLE REAR AXLE -- 15.25 730-1010 PILK-UP TRUCK -- 15.25 GROUP 24 13U-0810 MECHANIC HELPER 16.91 -- GRUUP 25 130-0800 MECHANIC 17.50 GRUUP 14A 730-1523 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17. 70 -- CJNSTR.%GVER 6 YUS. TO AND INCL. 8 YDS. GRUUP 164 730-1530 TRANSIT-MIX USED EXCLUSIVELY 1N HEAVY 17.86 -- CGNSTR. :OVER 0 YDS. TO AND INCL. LO YDS. GROUP 18A 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.03 -- CUNSTR. :OVE:R 10 YJS. TO AND INCL. 12 YDS. CITY OF RENTON NLLLS AVE. BRIDGE REPLACEMENT 05WO02 PAGE 35 HWY-R32320-AA PRLVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GkAYS HARRUk, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN (30UNJARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THLRSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION CCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 19A 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HCAVY 18. 19 CONSTR.:OVER 12 YOS, TO AND INCL. 16 YOS. - GROUP 20A 73U-1560 TAANSI7-14IX USED EXCLUSIVELY IN HEAVY 18.35 - CONSTK. :OVER 16 YDS. TO AND INCL. 20 YDS. GROUP 21A 130-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 19.50 - CONSTR. ;CVER 20 YUS. OTHER 73J-9370 FCOCRAL: FC('- .OTE "D': 85% OF THE BASE RATE PLUS FULL FKINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS: 1) 'R'JJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES 4HOSE TOTAL VALUE IS LESS THAN $16500,000 EXCLUDING MECHANICAL, tLECTRICAL AND UTILITY PCRTIGNS OF THE 730-9171 CONTRACT. UTILITIES INCLUDE SANITARY G STURM SEWER4GE AND FACILITIES FOR THE OFLIVERY OF WATER• GAS, ELECTRICITY AND COMMUNICATIONS. 21 PROJECTS OF LESS THAN $19000, 000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIFS ARE CITY OF RENTON FELLS AVE. BRIDGE REPLACEMENT 36WO02 PAGE 36 x HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLANO, JEFFERSON# KING. KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY N'IRTHERN BOUNDARY EXTENDED DUE %EST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, S41HOMISH, THURSTON, AND WHATCOM COUNTIES. OTHER 730-9372 EXCLUDED FROM THE COST OF PROJECT. 31 MARINE TYPE PROJECTS SUCH AS DOCKS F. WHARFS UNDER $150*000. 730-4135 STATE : FOR OCCUPATION 730-0260 IN GROUP 17 ADD .15 S/Hk. FOR EACH 10 YARD INCREMENT OVER 55 YARDS 730-9736 STATE: OVEkTIME-ALL WORK PERFORMED IN EXCESS OF % HOURS PER DAY OR 40 HOURS PER WEEK , MON- DAY THROUGH FRIDAY, AND ALL WORK PERFORMED ON SATJRUAYS SHALL BE PAID AT ONE AND ONE- HALF TIMES THE REGULAR RATE OF PAY.ALL WORK PER- FORMEJ ')N SUNDAYS AND HOLIDAYS SHALL HE PAID AT JuUBLE THE REGULAR RATE OF PAY. CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86,002 PAGE 37 HWY—R32320—AA PkkVAILING MINIMU4 HOURLY 'WAGE RATFS MARCH 06, 1986 OCCUPATION: TRAFFIC CONTPCL STRIPERS LOCATIUN: STATEWIDE fE.XCEPT CLARK, COWLITZ , KLICKITATP PACIFIC—THAT PORTION SOJTH OF THE WAHKIAKUM COUNTY NURTHCRN BOUNDARY EXTENDED JUE WEST TO THE P%LIFIC CCEAN9 SAN JUANq SKAMANIA, AND WAHKIAKUM COUNTIES) FRINGE BENEFITS APPRENTICE TRAINING .06 S/HR. STATE HEALTH AND WELFARE 1. 70 S/HR. STATE PENSION .50 S/HR. STATE TOTAL 4OURLY BENEFITS 1 .83 $/HR. FEDERAL WAGE RATES OCCUPATIUN OCCUPATION STATE FEDERAL CPOE DESCRIPTION RATE RATE 820-0010 FUkEMAN 20. 12 -- 820-0020 JOURNEYMAN 17. 15 16.65 OTHER 820-9010 STATE : OVERTIME — ALL HOURS WORKED IN EXCESS OF 9 HOURS PER DAY OR 40 ItOURS PER WEEK SHALL BE PAID AT ONE ANJ OND—HALF TIMES THE REGULAR RATE OF PAY. 820-9470 STATE : OVEkTI4E — HCURS IN EXCESS OF 40 IN ANY WORK WEEK SHALL BE PAID AT ONE AND ONE—HALF TIMES THE REGULAR RATE. CITY Of RENTON a ELLS AVL. BRIDGE REPLACEMENT 86WO02 PAGE 38 P R C P 0 S A L TO THE SECRETARY OF TRANSPCRTATICN OLYMPIA, WASHINGTON THIS CEP71FIES THAT THE UACEFSIGNEC HAS EXAMINEu THE LOCATICN OF CITY CF RENIUN IN KING CCUr,TY. NELLS AVE. BFIOGC REPLACEMEN'. A FED- ERAL AID BRIDGE REPLACLMENT 11RBAN SYSTEM PRCJECT NO. ORM-1153, 1) . STA. 0+57 TC 5TA . A31+40.18+ ihD IhCICEhTAL STREETS, ANO THAT THE PLANS, SPECIFICATICNS ANC CCNTRACT GOVERNING THE WORK EMBRACED IN THIS IMPRCVEMENT. ANC THE METHCU HY WHICH PAYMENT WILL BE MADE FCR SAID WORK IS UNDF.RSTJOD. THE UNCERSICNEC HEREBY PROPOSES TV UNDERTAKE AND COMPLETE THE NORK .EMBRACEC IN THIS IMP;ICVEMENT. OR AS MUCH ThEHEOF AS CAN SPECIFICATILNSIAND7CCNTRACT.AAACLTHEFFOLLrWIN CSCHEDULEHOFHRATESUAND PRICES. ( NOTE: UNIT PRICES FCR ALL ITEMS, ALL t)'TENSIONS. AND TOTAL AMOUNT CF 8IO SHALL BE SHCNN. ALL ENTRIES MUST BE TYPED OR ENTERED IN INK. I +----+-------------+II PLAN -------^----------------+- --- +----- ---+ ITEM NI). CUANTIiY ITEM DESCRIPTION( STANDARD ITEM NUMBLR ) I I PRICE PER UNIT TUTAL AMCUhT III DOLLARS • i ---------------------------- UCLLARS PREPARATION +----+--- --+-----------------------+------ 1 LUMP SLM MGBILIZATICN I I` LUMP `UM ----------------------------------------------------------------------------- 2 I LUMP SLM I CLEARING ANC GRUBBING 111 (C033 ) LUMP SUM I i 3 i LMP SLM I LUCATING UTIL17ILS 1 LUMP SUM + --+- -----I -- 1 _ -- ---------- • FEMCVING CAICF BASIN AT 1 +____+_ ( C0481 �PER EALH J • A 1 ----- L -------^-----+----------- 5 1 LUMP 504 RLCTURE LUMP SUM 0050) • -'- '---+'RE C - - -+----- ------ { REMOVIN I ----- !--------------+ I 6 I LUMP SLMJ EPICGE _ LUMP SUM (f 1*----+------ ------- - ------- -_+- 1 • _----------+ FEMCVING ASPHALT � • -------- ---- -- -- 7 1 . 1C0 I CONCRETE PAVEMENT +----+----SJ^-rC---+- - ( - P SLI�///u_)7�� GRADING ----------------------------------------------------- +- ------------ AT 8 'U. YC.G ' INCLUDihGXHAULTIClCJ101IPER. CU . YD. • +----+-------------+-------- •-SHUw PRICE PER UNIT IN FIGUI.ES CNLY. FIGLRES wRITTEN TC THE RIGHT CF THE DOT ICECIMALI LN THE FRiCE PER UNIT COLUMN SHALL BE INTERPRETEu AS CENTS. CITY CF RENTCN WELLS AVE. BRIDGE REPLACEMENT 86,002 PAGE 1 866002/ 7 +_-__+___---_______+-_-_______-__----_-____-+-_--------------+------- ---�_+ 17EM DESCRIPTION ITEM PLAN � � PRICE PER UNIT I TOTAL AMCUAT N0. 6 ANTITY ( STANDARD ITEM NUMBERI DOLLARS ► JCLLARS +----+-------------+-------`----------------+- ---.---I+--__----------+ AT 19 I CU�.SE5 I ?-ALL BORROW INCt04211IPER CU. YD. I I I I10 CJ2.350 I EMBAKKMEAT CCMPACTION AT DYC. (047 PER CU. Y . -------------------+---------------- -+- - `_-- •_-__+I DRAINAGE +----+-------------+------------____---'^--+----------------+_-______""--+ AT I L1 I EACH I CONCRETE INLET lIC45)IPER EACF i • I +----+--------------------------^-"------------------------'+---'--'_-__'-_+ IN AT 112 I LIN. 171 8 I CIAMETERIN PIPE 61116CIIPER U N. Ft. i I ---------------____----------- STORM SEWER +----+-^-----------+--------------^`-- -----+-------- +--------------+ 113 I 3 ` CATCH BASIN TYPE 1 AT EACH I 130911IPER EACH I • I --------------------------------------------------------'---_- I I I 14 CATCH BASIN TYPE 2 AT EAC2 H ( 3092 ) PER EACF • I 115 I 3 [Il%M4TERISEPAPATCRWITHIAT • i EACH -- ----( 1 PER _-EACF--^ • TESTING STORM SEWER AT 116 I PIPE ( 31511IPER LIN. FT. I • I 0 RETE STORM AT 17 I LIN. FT. 1hCF133S21IPER LIN. FT . I •CLA I 118 I LIN. FT. I PIVERI2 IR .CO1 ( A- la LIN. FT. J - • I ----------------------------'----- '� CLASS IN REINF. 4 I Id 42 I UIhCPETE STCRP StME LIN. F1. PIPE 21 IN. CIAM. ! 34581 _---L [N � --_--_0-`-+ WATER LINES ++1I--------4++II-------------------+I------------------------+--------------- I --------+ 0 TE RUN C RAVEL F 51IAT 20 LU. RNCHBAKFIII v5 II 13d PER CU. Y0. -------+------------------------+----- ---------------------- I CATEAT VALVE 6 INCH(6155► C121 EALH PER tA I 1 • I -----------------------_--------------------+-^--------------+--- ---+ •-SHUw PUCE PER UNIT Ih FIGURES CNLY . FIGURES WRITTEN TO THE RIGHT OF TFE JUT ICECLYAL ) IN TFE PRICE PFR UNIT COLUMN SHALL BE INTERPRETED AS CENTS. CITY CF P[..TCN BELLS W. BFIDGE PEPLACEMENi B&WO(12 PAGE 2 86WO02/ 7 +----+-------------+------------------------1+----------------+--------------+ ITEV CN � IN0.1j CUANTITY ISTANDARDCITEMINUMBERlI PRICE OCLLARSUNIT 1 TDOLLARSOTAL AMOUNT I +----+-------------+-`----------------------+----------------+--------- r GATE VALVE 8 INCH AT I+ 122 I EACH PER 16160)IPER EACH I • 1 -------------------+-^---------------------'+----------------+-___-__-____-_+ 23 I 4 I PUTTERFIY VALVE 18 INCHIAT 1 I EACH l _82 L PER EACH • I ------------------------------------------- ---------------- --+__-__--_-----'+ AT 24 FACH } BUTTERFLY VALVE 2138251IPER EACH • ' 1+----+--------------------------------------+--------'_-_-^__+-_`-__--------+ 25 FACH I eLCW(.FF ASSEMBLY - :-:-- IPER EACH I • I +----------------------------------------------------------'-+--------------- 26 1 F'YCRANT ASSEMBLY AT t--- -----I3846lIPER EAGM I • SERVICE CONNECTICN 3/4 AT 27 1 IN. OIAM. EACH ---SERVILE EACH I • I IICTILE 1 2B I LAT IN. T. I CIAMETERIN06 IN.E138661IPER LIN. FT. I • I +----+-------------+-------------------�---+--------------__+- -_�--+ lUlTILE AT 129 I LIN ---------------------------------- lLf I i IN. FT. I CIAMETERIROh PIPE (3872lIPER LIN. FT. 1 • I 30 364 WA-ER MAIN 18 IN. • +---'+_- ----___+--------------------^--_+_-_'________^_-'+--------------+ CUCTILE IRCh PIPE FCR AT 31 UAIEK MAIN 24 IN. pM---- 138741 PER LIN. FT . • I • WATER METER BCX AT { 32 -EAC-_- 1 )IPER EACP I • +----+-----^ • -----------------------+--------------+ 33 1 ANC B-x /� AT 0 1 1 I EACH I // E --`_EACH 1 • 1 -------------+-__--___-'-_-- - - +--------------+ 34 2 WATER VALVE VAL T A EACH - �A • I STRUCTURE +----+---------'---+-----CC-------------------+-------- -- ------ ----+ 135 I Cu. 8�0 I CLASSTARINCIUCING( 40061IPER W. Y0. I -------------------- ------------------------+-------------------------------+ 136 I LUMP SLM I eR1kO�NE'Xt CL28A FU40121I LUMP SUM I 0I +---_+_-_----------+---------------___------+----------------+---------- ----+ f-SHUW PRICE PER UNIT IN F1GUkES CNLY . FIGURES wkITTEN TC TFE RIGhT CF TFE DDT IDFCIMAL ) 1N TfE PRICE PER UN . ' COLUMN SHALL BE INTERPRETED AS CENTS. CITY CF RENTCh WELLS AVE. BRIDGE REPLACEMENT 86wo(!2 PAGE 3 86WO02/ T I +_ --_--_-_------- IT ITEM NO.I1 CLANTITY ISTANCAROCITCMINUM8ER11PRICE PEk UCLLARSUA'T TGTAL OCLLARS UN71---+-------------+----------------------^+---------------- I--------------f- CPR 131 LUMP SLM , EXTRA Nk . CL.BA F140121I LUMP SUP I • •'^--+I-------------+---_'-------------^^-- 38 LUMP SUM LUMP SUM •---'+------------------------------ ----5 ! • I 39 "e39 I GRAVFL BACKFILL FCA JAI 1 CU. YO. (4025) PER CU. YO. Ii •'^--•-------------+------------------------•_- +-_--''-_—•''-+ FURNISH AND ORFFVE AT I • I 40 I 3 CAST-IN-PLACE CONC. • ii EACH I TEST PILE 8C TCN l IIPER EACH +------------------+------------------------ 141 I 102 FURNISHING AT •• I FILINGN70LTCN CON'RFTE ) IPER LIN. FT. I • ' LIN. FT. -------------------+----------------------------------- FURNISHING IAT I 42 I LIN.L .450 I CAST-IN-PLACE CONCRETE ss 1 FT. FILING 80 TCN 1 IIPER LIN. FT. • +----+------------- ----------------------------------------- --------------- CRIVING (,AST-IN-PLACE JAY I 43 I EACH I CONCRETE PILE 70 TCN H 11 EANH • *----+^-'^---'----+___-_--^-'--------�--'-)+PER-------------+_--_-'-_'_-'__- DRIVINGG CAST-IN-PLACE IAT I I 144 I EAC48 H I CONCRETE PILE 80 TLN I • ♦___-+'_-----------+----^--- ------IIPER------EACH---+--^--'---_•-_-+ I STFEI REINFCRCING BAR IAT I I 145 1 59. 300 I f[F BRlrnz I POUND 1 14149) PER POUND • -----+— ------+---------------------------------"---___�'_-_-'--------� 46 ISTEELFCF AkEINFCRCING SAPLL AT 14LS11IPER PGUNO J • I '-'--�-- - - -----' I 47 ECLASS AX FOR AT I YG. //JJ- ( 41691IPER Co. YU. I • I *---'I----Cu-------+ CON [[FXXVI+ iF A •II1 48 I -210 II -O GE 141 "�•I CU. YD. CU. YD . I •♦__ -I-------------+---- ----+-------------- CONCRETE CLASS B 49 CJ. IC. %ALL ------------Y----+---------------- --CU - -'-- - ---+ 5J ICUNCRETEGCLASS 0 OR OX AT FCF BRIDE CU. YC. (4166) IPE^ +III CJ . YU. • ++----+------------------------------------'--+----- ._-__+- -----------* 151 I 160 I SANCH'I_AST FINISH IAT I I I I Sv. YD. ( ! PER S.) . YU. • --------------------------------------------+-----------------------. _-----•-+ I SUPFNSTRUCTURE - B1ELLS ( I 52 I LUMP SLM I AVENUE SRICCE LUMP SUN 1 +--_-+---------- ------ +-SHOW Pk ICE PER UNIT IN FIGURES CNLY. FIGURES WRITTEN TC THE R16HT CF TFE DOT (DECIMAL ) IN TFE PRICE PER UNIT CCLUMN SHALL bE INTERPRETED AS CENTS. CITY CF PENTLN WELLS Aft. BRIDGE REPLACEMENT 8cw002 PAGE 4 864002/ 7 +----+---------------------------------- .--+-------_--_-----+--------------+ ITEM ITEM OESCRIFiICN 1 PRICE PER UNIT TOTAL AMOUNT NO. CUPLAnANTITY ( STANCARD ITEM NUMBERII DOLLARS --------------------------------------- DOLLARS s ------- 53 LUMP SLM I COMPLETEIGHING - ( 11 LUMP SUM I • I +----+-------------+-----------------------I+---------- •• 54 I IIN. FT1 RAIIING TYPE e ( JAY LIN. FT. +-_--. _____________+-----_-__--____---_--___+--________-_:_ AT 55 LIN. 25C RAILING TYPE C ( IIPER LIN. Fl -------------------+------------------------+------`____-__ WATERPROCF hq CONCRETE AT + + 56 1 1 .510 1 SURFACE CL AR SEALER ( I I 1 SQ. Y0. I E I IIPER SQ. YD. 1 • I +—__+-------------+---`----------- --- -+--------------+ AT 157 I LIN. FTC I ELECTRICAL CCNOUi`43901IPER LIN. FT. I I 1------------------- ------------------____---+-------------- LIQUID ASPHALT •----+-----------"+------------------`-------------------' 158 I ICN I ASPHALT FOR TACK CCAT'32J A PER TON I } 1 t+----+-------------+--'------------------------------------ + - ANTI-STRIPPING ACUITIVE +59 I I (5334)I EST(MATEO I 625.00I +----+-------------+--------------------'---+---------------'+--------------+ ASPHALT TREATED BASE •---'+-- -------+-----------------------------------------+--------------+ ASPHALT TREATED BASE AT 160 I INCLUDING PAVING PHALT ---_155101IPER TON r _ ' -------- ----'+---------- _-+---__-___'- PAVEMENT 1+----+- ----"+- - -/Fy/�� -----+----------------+--------------+ 1 61 1 190 I LaIYEWA C AT 111 50. YC. /J l E ---------------------------- I 50. I I CONCRETE CLASS A A 62 31 eRIOfC APPRCACF 5`A I CU. Y0. i 15650 CU 6 STEEL REINFORCING BAR AT I 163 I 3 600 I FOP CEMENT CLNCRETE I / ---------- PAVEMENT -------- -----IPER--_--PiU- +- +----+- --`+---'------ I 1 EPCXY-COATED STEEL AT 4 + 1 64 1 VGIND I COACF. PAVEMEAR NT CE194531IPER POUND I tt +----+-------------+------- ------ ------------------------------------------- *-SHOW PRICE PER UNIT IN FIGURES CNLY. FIGURES WRITTEN TC THE RIGHT Cr- TFE DOT ( DECIMAL ) IN TFL PRICE PER UNIT CCLUMN SHALL BE INTERPRETEJ AS CENTS. CITY CF RENTCN WELLS AVE. BRIDGE REPLACEMENT 86a092 PAGE 5 86%002/ 7 -------------------+------------------------+----------------•--- ----------- * ITEM CFSCRIFTICN INJM� CLANTITY I ISTAUDARI) ITEM NUMBER, RICE PER UNIT TOTAL AMOUNT -------- JCLLAkS • DOLLARS +_.-----------------------+----------------+--------------+ ASPHALT CONCRETE PAVEMENT •----+-------------+---------------- TCNI T 6S P PTB ( 77I C1 I AVINkv ASPHALT 565PER Th 1 • •----+-------------+------------ -- 1RRIGATICN ANJ WATER OISTRIBUTICN +- --+-------------+-------- I I IRRIGATICN ADJUSTMENT * • 66 1 LUMP SLY -1 11 LUMP SUM I I +----+-------------+--------------- --- (( • SEECING ANC PLANTING •----r-------------•------------------------+- ----------.----+--------------* ( 67 1 70 TCPSCIL TYPE A AT I I r- �- CU. YC. I ( .i4C5)IPER CU . YD. • 16tl I TEWPURARY WATER FCLLUTICh/EPCSICN ESTIMATED I 4+000.0OI CCNTROL (6485) ♦__- +-------------+------------------------+----------------•----------- -+ PLA 64 2 I K tNY TREECTIGN ENGLISH 4T EACH (6550) PER EA04 I -------- ----------------------------------- i --•----------0---♦ TO 2 MAFLE TREECTICh VINE AT I I EACH (6550tIPER EALH • ♦----+_ __--__-•-PLAN-------------------+_ _-_----•--- -----+ 171 I PLANT SELECT ICh IAT ------ FLOWERING ChERFY TREE •____+__ 165501 PER EAG)i------------------- I • I 171 I E CT1CN 1 I — — TREE -- - AT EACH 50PE R EAChh -------- —_— -- (6 73 FETE EE AT S K K EACHI - --*`--`------- EAC + II •• iI_ 174 I PLARB RR CTICh T I 11 S I EEARBERRY CCTChEASTE� A � E--H I ---i01 A gg 1 I PLANT SELECTICh 75 I 10 1 JePANESE GARLEh JUNIPERIAT FACH EACH+-__-«-- - PER ----- -------------•^-- -------s---• --+-- JILNATECTICh E�5 IAT 76 IYPLN1 550) PER EA•h I li +----+------------- ------------------------+----------------+--------------- 171 I 2E0 SCC 'NSTALLATILN IAT I • S1. YL. (65551 PER S0. YD. +----+------------ +------------------------•----------------+--------- +-SHUw PRICE PER UNIT IN FIGURES CALY. FIGURES tiRITTEN TG ihIE RIGHT CF ThE DOT ICFCIMALI IN TFE PRICE PER UNIT COLUMN SHALL. BE INTERPRETED AS CENTS. CITY IF kENTCN hFLLS A> E. P.RIDGE REPLACEMENT 86wOC2 PAGE 6 )02/ 7 +"--+-------------+---------------------`-+`----_- ___+--------------+ ITEM OESCRIPTICN lN).(� CUANTITY ( STANDARD ITEM NUMBERIJ 'RICE PER UNIT 1 TOTAL AMCUAT OCLLAR♦----+-------------+- —----'-_-- ------S • 1! ------OCLLARS PLANT ESTABLISHMENT - 78 SEEM YEAR 11 ESTIMATED 800.0J� •____+-------------I------------- ----- r TRAFFIC +----+-------------+------------------------+-----------. I ----+--------------+ CEMENT CONCRETE CURB SAT 79 I I . 745 ANC CUTTER LIN. FT. (67C51IPER LIN. FT. 1 • +----+-------------+-----------------------'+----------------+--------------+ AT i 80 I SIN. F10 I FARRIERRY CCNCRET`678IIIPER LIN. FT. ' +----+-------------r--------`-`-------"--=-+----------------+--------------+ 181 I i•450 I PAINT STRIPE SAT LIN. FT. (68211 PER LIN. FT. 1 • -------------------+------------------------+----- -'+--------------+ 182 I LIN. FT, PLASTIC CROSS4ALK AT ---------(6828)-PER LIN. -•. • IF.3 1 LIN. FT? 1 FLASTit STOP BAR (682911PER LIN. FT. • +'---+-------------+'----------------------- 1 84 I 9 PLASTIC TRAFFIC ARROW JAI EACH (681i11PER EACh +-_-_+- -__ r.._----------------------+-- -------+-- -----+ 185 ! 4 LASTIC TRAFFIC '_ETTER JAI EACH _---__(68_111PER EACh • + 96 /T ------+--LAST------ +-`---'---- f----+--------------+ PLASTIC TRAFFIC BUTTON JAI trvE A 1+ +_ +_ --___-_-- 168611 PER EACH • -- _ SIGNING , I 8l I LLAP _ N LUMP SUM 1 cL rr 1ILILL 88 I LUNP SLM I REOISIU . / C T I LUMP SUM *-----+-------------+-..- -_ ( _ ---- +--------------+ 189 I EACH I TYPE 1 [ I BAkktCAO(695 11 • -1I ---+( ---'•.--------+I------------------' --__-+_--_____ - +LALCP FOR TRAFFIC 90 I CCNTFCL EST �? 9.0G0.00169E1l +----+-------------+-------- - � CTHFR ITEMS +----+-------------+------------------- ----+--------------- --+--------------+ 191 YCC I CLASS TPk [NCLCCSNG( �0061IPER CU. Y0. • '_____- ._ ----------------------- I___-_. _______+----____ *-SHOW PRICE PER UNIT I` FIGURES CNLY. FIGURES WRITTEN TO THE RIGHT CF ThE DOT ( CECIMAL ) IN THE % ,•iCE PEP UNIT CCLUMN SFALL HE INTERPRETED AS CENTS. CITY CF RFNTCN WELLS POE. BRIDGE REPLACEMENT atiW�+a2 PAGE 7 86W002/ 7 PLAN ITEM UESCRIFTICN INO------------------------ .11 GLANTITY ISTANDARD ITEM NUMBERII PRICE PER UNIT TOTAL AMOUNT ►------------------------ ------------------------LLARS 1 DOLLARS CRAVEL BACKFIII FOP IAT _------.---►_----'-----�-�+ 151. I 50 FIDE BECCINC ( • I CU. VC. -_170131 PER CU. YO. ------------------------------------------------------------- I --�^-► 193 F CRAVEL BACKFIII FOR IAT f I CRAW I C1.-- YC. -------- PER CU.--- --- IS4 I CJ. VD1'SI CONCRETE C1A55 C ( 70251IPER Cu. YD, y • I +----+-------------►------------------------►---------------- -------------- 95 I I EMENT CCNCPETE c AT + 72C I �ICE*ALK !1 1111 SQ. YC. 1 ( 7J.511PER SQ. YD. I • I +----+-------------►------------------------+-----------.----+--- -+ AT 196 I S0. FT, I PRICK EGGING I II PER SQ. FT. I • I ►----►------------ ►------------------------+----------------{--------------► 197 I L .C10 BRICK SIDEWALK PAVING IAT S-- FT. ( 1 PER SO . FT. ' • I 19R c26 BRICK PARKING STRIP AT I SQ. FT. ( IIPER S0. FT. 1 ►----►-------- ---►--------------------------------- 1 • I 99 I 63 CABILN MAT IAT I _ I CU. It I )jPER CU. YO. 1 +--- ►-------------►-----------------------'+-----------.----►----------•---, I I IN. FT. I FENCE CHAIN LINK IIDER IIN. FT. I • I 100 __ AT 3C5- FFNCE TYPE ? +----+-- ------- -------------------- -------------------------------------- 101 I n ADJUST 14ANHCLE IAT • 1 _ ---_---- PER_-___-EACF- 1102 I r YPE ! - 54 IAT j I E 1 EACH • +----►---'-�---^- +-- -' � - - 1----1+PER------EACh-_-►----..^_---•--- - 1r- I tn3 I " AT + EACH 1 E E.1+H I • I +----+-------------+------- --- - '------------►--------------+ e0JUST VALVE BOX � I 1�4 I y I -_^E Ch- --------------- 1 + 1 I NE UT CCVERNUMENT CASE IAT I I1^5 (# I EACH 17' 9 PLR EAC +----+-------------►------------------ ►---------------- - -- . -----`---+ 1 000 TRAINING IAT lnh � ( 740C) PER HJ•R +----+-------------+-- --------------------+----------------•--------------I I F;ACSICE CLEANLP IlU7 I ESTIMAIEC 1 I ( 740J11 } 1 .1OC.0UI +----+-------------► ------------------ + *-SHUw PRICE PER UNIT IN F ! S CNLY . FIGURES WRITTEN TC THE RIGhT CF THE OOT ICFCIMAII IN THE FRIL 2 UNIT COLUMN SHAtt BE itTfNPRETEU AS CENTS. CITY CF FENILN TELLS ACE. BRIDGE RIPLACEMENT H6W0C2 PAGE 8 06W002/ 7 +--- ►-------------►------------------------+----------------+--------------- ITEM DESCRIFTICN 1 INO.1 CLANTITY ( STANDARD ITEM NOOBERII PRICE PERSUNIT I TOTALARSL AMOUNT ♦----►-------------►---------------------------------------- 109 LLYP SLM TRIMMING ANC CLEANUP I LUMP SUM , � 1 ----1----- +----+------------- -------- ----- ►- _--_-----+--------------+ I -CCN'7RACT TOTAL S I ►- _--- ---- ------•---► op pp o op D a Q Q Copp •-SHOW PRICE PER UNIT IN FIGUkE. CNLY. FIGLRES MRI :TEN TC THE RIGHT CF TFE OUT ( OLCIMALI IN THE PRICE PER UNIT CLLUMN SHALL 8E INTERPRETED AS CENTS. CITY" CF FENTCN wFLLS AVF . BRIUGE REPLACEMENT 36WCO2 PAGE 9 86WO021 7 FEDERAL AID PROPOSAL NOTICES NOTICE TO PROSPECTIVE FEDERAL-•. CONSTRUCTION CONTRACTORS 1. CERTIFICATION OF NONSEGRATEO FACILITIES R. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT b) A Cendmatlon o1 Nwse91epatOd Fudmaa, as requu"by the May 9.1967.Omar It me Secretary of (a) By aigmhe that bid the bredl wip be doomed Is, Labor(32)F R.7409,Me;19, 19611 on Elrmasnon of how* Shpderwd IS 10110w9 Spr"Wed FRclsp.s is MCI.O.a-n the proposal and (1) Thal any IKuny to be fired in the perform must be subaMt"prior 11 the.weld tail a FederalvM Once 01 this Contract,unless Such Contract n highway constructon Contract .."editing S10.000 alMi under me Clean Au Act as amended whwft it Act•semPI from the provisions 01 the Equal (42 U.S.C. ISST at 509_as linenaed by Pub Oyporfamly clause L.9 Conti l A under me d"(3 W.ter P 125 don Control ACL Aa amended 92 00) ec. (b) Bidders are ume hoddou a 'allows n Br -gningood Inn VY O Older u.ma".d by Pub i.9 stra in 8a.c Solbrid me th e, wM be deemed 1p nave om of she utiV.Oral 11738, and r P Pan 1 ) impla- agreed to the P M,.,.. s of thg"C•nlbca . of Non listed On MO U tab V F R Part 16).n het ee-r Proved. that the m hide Proposal.TMA oes. ai Agency en PA U st Enwronmedlaf ProrKtgn Ito- de to, ea the trades, doss nor maielam at Meaner(EPA)4s1 of Violating FSCdilas pier Provide to,No smpbyu farnnua ieniM we xprs_ awns to a0 C.F.P. 16.20. Doted on a basis of race,ere",cWN.or nallaul Oki- (2) The,me Slate Department of Than"'Talon gin, whether such laulilgs are Segregated by antl be promPNY tahhed prior to contract deac,wa l of a a.facto basis,The C4hh.olial.ISO awaid Df the haCa.p,by the bidder 0 Sny or , Provides mat the bade,VAR not mainlan such SOWS- mum,.h.Ito.,he Director.Office at F"elet Doled IaciMles. Activities,EOA.mdiuung mat a facility to be utihNa lot the ComnCI is under COnsmlalom (C) Br"an recaning Federal aid highway COmlrue- to b•listed an the EPA List of Violating Faali. iron c'Mtnct awards eRC..d,Ag$10.000 whICh Sw not lies oxemor from me p(ovisians of Inc Equal Opportunist, Clause,will be required IC provide for hie forwaramg of the fo hill elfri to Plaag.Qmre aubcontectors for construction contracts and material suppliers the,. FEDERAL AID CERTIFICATION the Subcontracts or malarial Supply agreement. 0.- Clod 110.000 and She not sa•mpt opm the provmons CE>'IFICATE OF NONSEGREGATED FACILITIES of the Equal OpOonumh.a Cis". (APPI.Cable to Fedatel led Construction Contracts and NOTICE TO PROSPECTIVE SUBCONTRACTORS ralated wthonhacs :rcagdmg Sr0000 which are AND MATERIAL SUPPLIERS OF REOUREMENT not ..area, ham th. Equal Opponu lily Clause) FOR CERTIFICATION OF MONSEGRE13ATED FACT-.ITIES By the aubrlimsoe of this bid. the Pxscurion of this contract or subcontract, ar me Consummation W hire / A Certification an of 957e 01m Of .Facilities arm Federal aid ply bier lent.Aa acPrah.occ rill.blade, Y May 9. 1957 Wear le Secretary of Marshall-ud OIV 19t than lt.as O ,, Coal. thenad or U a F. May 3 o'c on Elnn'heon o1 mnsn o maaliai .a Wind*for comps test he a Fa 19 is in)a.E In fee pro- does rapt maintain Or prdvidP for Me employees that ray c a e auomNsd by each Segregated 1aC11ib"at any of his.etabliahm.me and a o r clot d al p r tp the awed met he dote not pslmrl his gmPICY"S to DoHorm then 01 me bco r n ma at as 8,ol M any location,until his Control,where s.q, ,IV a9reamS a qr • 'agate]1oaluas SO""",.A., He esnrtip,antra Cited III DC00 and f w ma,he.,If at maintain or provide far his employ... o1 Th. Eq..] 0....sho Is any 3.91.9410d facilities at any of his•alapaMrnMla, at M wa,not permit his finaprorens to parterre (ill Subcontractors and matenvl aup he ar au. a Co..1 Any Idcatmn,uMar his control,when barred as follows'by aigming In.sablont. I te1 •r A liln IIe mamI d.He Or..that a -no into . m.ignal supply agree me nl, Ili r of C.n' Nm0 is a 711.1.0n of the Equal arbcOnhactor p,maferal Steads.,wM bk,.creed to us than <OntraCl. Aa used ro Mr. have signed and agreed 10 the provisions of 1M -Car I 1 r • m "a.grpalar , ahes" mgnS hhcatan o1 Nonsegregated Famalaa"or the aubco.. any no r o work areas,rsa A w.ah. Meer or iea,erat suPPlr agreement The cenlf CaIran roam,, has u .had inner .l g ten . Provides that the subcsIlsol too or notarial ...CIS, Clocks, locker r0 and other 1 age roes—1 mamfa+n or provga tar his emOroveea hcdr leas larking lots. drinking toyy11' 1,r e Iras which are 9e91"11.1 pis ma beam of race.Creed. Sol. "..*At ante.transportat1 u 11/1T1/Jn colOq or national nnpm, whemer such faC,I,fms Oro Iles proved"for emploYbs which she a 1 I/ ugrpat"by dinebve or on a De facto paste The uphal directive or erg In tact DecraDored an be Ul / nmecalign alto p,oV.a.a"., the suecomlacro.0, la Of race.CIS".Color,Pr natgna from.beta.sue at material Supplier wra", I.Alam ouch 5e91e9g1141 to habit.local custom,or othowise.Am.".as that(sa. Cllipes. COP, -he,* no has cell tors) Cnofic.1me. Ram prnpaa,d.subloltrall I and mallal asbptiers lU Bubcoeleclors or material Suppliers receiving for ap.cs c ems OO'Odal.or.will Abram idenuC.h cM1. Subcontract Awards or material supply agreements R. hCllOna Is propo.ed Dubc O1111lo n or m.,enal Caedleg S10.000 which are not essential from the provr graduate prior to In. Swam of Subcontracts or the lane of Me Eq-Of OP11Iho itY cl.a.,will be equeed coolummalon of register aupplY .l•aeovits. a.. 10 provM1 far the lurvtodmg of this notice 10 prnapec Ce•dlog 310,000 which are of t exempt from the dial Ma febCOlihaCtan tar ccM,rvcho..contract.and mai stuns of the Equal 0000nYmIy clause,antl that he will tlul suPphete when the subcanrracts or Iriaterrsl retain such certifications M tin Idea. supply Monsmanfa-starer S 10.IXY)end a..ec,a.. .mill from the provisions of the Equal OpPanundY Nole A.O.nolry for a.Aag Iola.aratemona an.1 Class.. Il.a Preacrper m la us IOO,. CITY OF RENTON WELLS AVE. BR16GE REPLACEMENT 86WO02 PAGE 10 DOT :or h .. r NOTICE OF REOUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EOUAL EMPLOYMENT OPPOR- TUNITY (EAECJTIVE ORDER 11246) (1) The Oneror's or Bidders attention is called to (4) As used in this Notice,and in the contract re- the 'Equal Oppodtanity Clause" and the suiting from this solicitation, t.10 "covered "Standard Federal Equal Employment 5011m. area• Is n designated In the Special Provi- csbons" Set forth herein along for this protect (2) The goals and timetables lot minority and to The goals and timetables for female and mr male participation, expressed in percentage noety utilization shah be included in all Fad terms for the Contractor's aggregate work orce in each trade on aN t011rucGOn work incontracl 0rat and federally assisted construction f the covered area. on asAStfufollows n and subcontracts el excess Of 510,000.The goals are applicable to the Con- Liss Gosh ra nvmr,rr Goal$ for Iwnsb lractor'n &gore gale onsile construction baba padiCpaaon for each pinitiparipi M sacs re whether of not part OI that rN v workforce Irs ade federallkforc iy s performing work on a Federal or federally assisted construction contract or (See Specal Provisions) subcontract These goals are applicable to all the Contac The Conlreclor is hereby advised that by Signature of feria construction work (whether or not i1 a this proposal he ta deemed to have mgced the follow- ing conilicata required for tin$ Protect Federal or federally assisted) performed in the covered area 11 the contractor Performs NON.COLLUSION CERTIFICATE construction work in a geographical area to caled outside of toe covered area.it Shelf gp The undersigned.being duty sworn.deposes and say$ ply the goals established for such that the person. firm, atsoaalron, Co-parldeI'll a geographical area where the work oa actually corporation herein namedr has nor. SlihM directly W performed With regard to In" second area. indirectly,entered Into any agreement, participated in the Conlraclor also IS subject .`the goals for any collusion. or otharwma later, any action m he both its federally involved and non-federally stralnt of free competitive bidding in Ue preparation involved r onshucliim and submission of this proposal to the Washington State Department of Transportation to,consideration The Contractor's compliance with the Exega- in the award of the contract two Order and the regulations In 41 CFR Part 50 4 shall be based On its implei.ienistion of the Equal Opporlumly Clause specific affirm- alive action obligations required by In*Spell IicNiona set forth In 41 CFR 60 4 3(a).and da *ROna to meet the goals. The hours of Minot icy and female employment and training must be s4D centrally nand in teach [lode, the length contract, and in each vatle, and site a hall make a Bond faih effort 10 to Ino ano women evenly on eecr. I 1 r of minority or Is 1 Mo. r r 1 Ir Contractor to Ira r I t is' for in sole put 0 c goa •b be I I c cl. Exec. Order ends r i 1 Pall .rud Compliance with w 1 formed tl s3emat the total wOdk ed' IormeO. (3) The t Contractor Director!hall provide nice o n ederal Boil to the omplia a the gram of Fede10 ral COntrcrt Compliance Programs within oU subcontract nip data a award Of any o&Ianytier construction subcontract m excess of 510,000 N any ner I for conatrucbon work uido, the contract to- suiting from this solicitation The nmdic ib n Shan list the name. add s and telepl..ne number of the subcont-4, employer identi. fic&tiCn number of the 41tcontractor, eslr Mateo doLar amgunt of the subcontract, estimated starting and completion dates of the subcontract.and the goograph,cal area in which the subcontract is to be performed CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT 86WO02 PAGE 11 DOT M dad da x>m rn � To be eligible for award of this contract,the bidder must execute and submit,as a pert of his proposal,the following certification relating to o (A Disadvantaged Businesses and Women's Business Enterprises. This certification shall be deemed a part of the resulting contract, ^% r oT therefore,a failure to complete and submit this certification or the inclusion of a false certification shall be considered as evidence that the �r A proposal is unresponsive to the invitation to bid. z o z DISADVANTAGED BUSINESSES AND WO @USINESS ENTERPRISE UTILIZATION CERTIFICAMN m riffles that it has had confect with the following Disadvantaged Businesses and Women's Business Enterprises (DBIVVi Sna;�t�11,lauccessful bidder on this project, it shall award subcontracts to or enter into v a m 3 supply agreements with the following Disadvusinesses or Women's Business Enterprises as indicated: (if necessary, use additional sheet) N — _� NAME OF DB/WU' IND ITEM NOS. VALUE OF CID ITEMS _-ADDRESS OF DC/1NCE mil\ E AWARDED It partial -_-- TO I Portion of Bid DO/WOE C�c\y TO BE AWto It P Dial T( CE AWARDED B Items) 1. 2. C � — 4. S. 1 DISADVANTAGED BUSINESS ONTRACTING GOAL S--- DB TOTAL $ WOMEN'S BUSINESS FNTERPRISE SUBCONTRACTING GOAL. S_—. . WOE TOTALS 'Designate D8 Or WOE COT sgaw aeo-O,s "This date will be used to determine whether the bidder has met the goal Or has met the average goal ate inment of all bidders PROPOSAL—C04TINUED The undersigned hereby agrees to pay labor not ;r--ss than the prevailing rates of wages in accordance with the requirements of the special provisions for the project. A proposal guaranty in an amuunt of five percent (SIX,' of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH I IN THE AMOUNT OF CASHIER'SCHECK DOLLARS CERTIFIED CHECK 11 IS -- 1 PAYABLE TO THE STATE TREASURER PROPOSAL BONO ❑ IN THE AMOUNT OF 5%OF THE BIO Receipt is hcrehy acknowledged of addenduni(s)Not%) _ - - -_.__. .. & ___------_ SIGNATURE OF AUTHORIZEDOFF►CIAUS) ego t as Y4 �al ew F IRM NAME J (AJORESS) — ---- --- D 14 - - O Sworn to before me this a� - may of I q - g2NOTARY0 pUNI Il'NOTE: (1) Thispromuallimn a nt tranycrahh•andeRvultervitu.s of thefines,mole � t prior permission from the Set retary of Transio6nation will be cause for contideriogt the propowl i Wr and subsequent rejectom of the hid. (2) Please refer to section 1-02.6 of the standard specUkatiuns. n: "Preparation of Proposal."or "Article 4" of the lnumetions to Bidden for building construction jobs (3) Sit,uld it be ncce33are to modify this proposal either in writing or by electronic means,please make mfer- once to the fuplowina proposal numbs in your communication CITY OF RENTON WELLS AVE. BRIDGE REFL4CEMENT 86WO02 PAGE DOT FORM 272-0361) RtAnd 10/94 aw INDEX SHEET NO. TITLE AND VICW Y MAP Su N+N9,G4Y OF JA`:T:TIE 5 OA" N DE:AIL —' y SITE PREr RATIOU STA C+L37G S'-A. 6�5T-- 5ITT R�rA P."'.JP.. ..T . ro�!.!� T'- =TA. STRUCTL RE nMTES 10 PLAN tt I AA.D Rc FILE 6TA. O+23 TD STA. E,+OC BEGIN BR LA Mu STA. (b+oc To oTA :2+ STA.4+05. STA.4+05. 1 �.DFILE STA. o> G ) T . ' ,. I�, 13 pFAIPJASE 4 Ar"D WATERLIr..E I LAtuLS--AF . PLA;J --- +9LUMIrATIaN 31yNINCa (o+Z, o A0D H NEL ZA I LL" INA +oc To TRI,IL RAtlP MODI CATION PLAN AND ELEVA ION ' T AL '1 ODI C `IpN SECTION$ aC Jjtj tvALL, LA bou n6 A R ILIN6 LAYOUT AND DETAILS t7 E `1V a7 waRF.fi C '0� raw i - t o�m FF'.AONAI�r ZICWAW rea"Iov�oiMo �,�y� 4Y DIVISION/ �hy0 rl: BRM-1157(1 Aw �A/CMICK20 ;j'• ��.VR. 86 woc2 -1 , � `s� *V she •T MM�IOM !7 OWED "o q L.0{ytLO►M[.T ["SINE DOT FOAM t 434 P.A. END BRM-115n) END OF+ PORT. PROJECT A aORr STA.31+40.18� END CONSTRUCTION oq y i ,q sr BEGIN BRM- 11570 ) STA 4+05.05 AHD. _ R E:N7CN STA.4+05.00 BK. F4 SRO ST. o a e a \\ CF PNN iNG��` RO f CT ' STA. 0 t 57.00 BEGIN CONSTRUCTION r .. pP• . t2 0 +oo ISJ w + �aApv VIP i :f low n 405, �515 ' 0 1/Z MI 4PJ�iy w � , e VICINI _Y MAP AY DIVISION Washington State cITV OF FIEMTON - .partrneM of Transportation WELLS AYE.111MUME P,EPLACEMENT / ,' m nts yirwr c '"� cmac.rtFT tna�trt INDEX Ono a¢ SUMMARY OF QU PROJECT LIMITS LENGTH: .715 MILE CITY OF RENTON 1.136.43 L.F. eRn-usn n STA. 0N57 TO STA. R31+40.18 STATE FUNDS SEE SHEET 4 FOR EQUATIONS. OAOIP 1 GROUP 2 ORAP 3 MY 4 DROIP 5 ORDII ITEM TOTAL SID. UNI7 _ ITfll STM WQ N 5• RIVER- N. RIVER- RETAINING WELLS WE. SAFETY go STA.. m STA. 510E W. SIDE OR. WALL RID SRIDDE LANDSCAPE IPROYE- TO S Np. OLANTITY ITEM 13-50 TO 24-26 TO S42.6 TO TWINNIO MI.40.15 14.91.07 26.5E STAIRS 9.00.93 MENTS ♦. NO. W 1700CT CS 17000T W 77000f W 1'lOCti W 170001 W 19O1CT W 17000T LS 17OOL1 W 1' PREPAPAT N —` M Un 00 MJ R I N X n Op CIL OR B UM M L.S. L CR IN U f 5 48ERUI MJ N S N n M L. MD VA J U TU RN 0 U L• . UM 0 7l L. MOVING % iN0 BR[ 0 MUVINV R PHq T LUNCRETC PAVEMENT0 t 1 SSO 0310 C.Y. ; ING H 2.505 1 0421 C.y. M N-kM R N N LfDIN HR 14 N • M ZN �— 1 L.. . N R IN IN. OIAM I _ ' E STORK 1 _ M N Y _ ♦ - _ � rn NTr H C. M B S.N Y E NITM /NRT b€FRTS 43 173 1 172 LHLM CONLp E TAM SEWER PIPE'8T !♦ 14Z FZLASS INF. - NCR n s A 1 1 1 4 NF.CCN 6 ORM 5ENTR / WATER L N S 20 C.Y. N RUN C V 0 P NCM BACR ILL _ N ORTE VALVE N N 22 1 51tuH GATE VRLVE 8 INCH 23 4 3823 EACH BU TERFLT VRLV 18 INCH 24 3S2 EACH SUTILKtLT VHLvt Z4 INCH 33535 EACH BLUWUFF H55EMOLY -5F4'9 EACH HYDRnNT ASSEMBLY 3B CH ERV C" .ONO ON /4 N. DIRM. 3 _ 3866 L.F. DUCTILE ZA-ON R WATERK TN 6 IN. DIAMETER _ . 2i 3 6 L.F, DUCTTLE RONLI R NR EF MAIN 8 IN. DIAMETER 30 4 3877 L f. GUCTIL .RUN PIPE OR u T R MAIN 1 IN. 0 M fi 4 L. f MRiN 1 A. M _ RCH U 7 OR _ EACH R 0 A E NR R M Tt RNp 0% - 4 H uR VRU STRUETURE 3 30 ♦ 0 C.Y S TU E XCAVRT N CLR55 R N��LUOING M 36 LUM SUM I 2 L.S. MIt'iFING 4 CRI D % RA %�L�FOfl B 3 4 1 L.b. b"gRINU l URlb. OR EXT L-S. su 3 LUn Un 1 L•5. O F ROAn L. - ♦ ORRVEL BACKFILL FDA WALL 23� 4 3 FURNISH AND OR ` - N-PL 41 102 FURN HIND rR�PLRC CON R P N 1 4 l.1 0 URNI H N -IN- L NC N 1 43 H RIVING CAST-fg-FLOCE CUNCREYE FILE 7g i N 44 48 EACH DRIVINO - N- LA R N 4 -30 114 LB. STEELR FORCINGA =^,fl R 4 t II 1 LB. 5 R'N OR VG B F R NR -47 4159 C.T. CON A .LASS H% 1 l0 41 .Y. CONCRC7 Clq 3 TO f OE 1 l N -y 7 C CL l 4 1lL.Y. C i 35 % FOR BRIUUL1. 1 1S.Y. SAND BL NISH 1 LUMP gum 4 RS UCi_QR - WELLS V NUE 9� _ UMP UM L. LIOHIN - MPLE1F R. L Y 1 __ RRI N T _ 6 1. 1 •Y. N A I Np TUN E Sll R CL R SER l I.1p NO s R SPECIAL F RTURES S SPECIAL GIRL PROVISIONS ^T—r REOIW STATE FED.AIO PROJ.ND. D I 11 I J l ON OF H I GHWFlYS ]0 WASH molt BRM-1157(1) �. Feb 26 1986 `�� D E REVI6ION i BY RP 0 RROYEO `-- ..: Ok . .. .. .. . rHIM S�ri���____ ■S S S�SS�•� Z-■ ,. M W 593 Wells Ave Bridge gX R{w R/W MW 1 �• I I IA.rf4a 36, err I 1 s E s A.—Ls,- 9' IL' /2' walk P/Mt CNN Leaf pk! 3trfp Jgs. Ms Lusrtna 3fi Iwr/k 4pM4M .t Pkg L. L.M Oki =t MMk I I v Rwa 77 I I � I I WELLS AVEMUE MOPTM PAVEMENT LEGEND ALrt JAR s+ea:eJ ti JN.♦J/.•OAt WELLS AVENUE SWTH O 1WC&as a AS~I:k*"o.w44 Cofer.DertA AL!!' O IR'ChsaJ A.pfNN C 'a.Nffy Qur.d Cem .D. 1 ab.oflazroJfs.4..eleoerc ! r A O6'As~P4.f4e ef.4 Ce CAW CawP,Dy►h OrwepbM 7).&Are A~ cwwa•c41w Cernp,D•rtA O! Cfm.n.G4Mrfh Cwb•ae d4dit • ryp•A _ �, O 4'Cfm.nf Concrafe Jfel wNk MOM~ Abr.N/b R/W V.Nek R/W fYll(°Nfg E ✓IIIfe 4' R I a�a'AbnIJN.6.JO.N 3!'M.Y.III/R 6.10.H I 20, Not 3fefper I / Laref—epiti Lena ana,PRi AWnf Aw- lwawa.k R'NM L.n• [ene (APproY./% I Jtlff iO.v fY1e ! / SMp J..fbrrf! rownGef of at Vs.7.oa) I 6, �a Itr.e � I s ro I mr.s pC Sh N.aa7e �E!i,► t !4__ eye I rs_ 1 Yle/.1 j/ M1t/� dfI SANt 22 E Ifs" •F dr4M VBMI l Skyr Wr.f � f S� • I i elMs I 1 �/ 3 J • f i e J 1 WELLS AVENUE SOUTH I / eYfafrfr 6 4 2 SAI.4r0l.Q1 b S4 8.12.60 " ♦Aden eM/4 deg Conroe ' may De re7urr.d ever e,d p.wmenf h f STATION DIMENSION SOUTH RIVERSIDE DRIVE A e c D t At7s. 4 ra 10! o S s' to 2aoo Sr.13,50 I ,dfa Nr!/07 0 !' 4.22' 20 20.7e' O s' 3.34; to o-so o ! — ed 22_v' e.,wow4y STATION DIMENSION 6900_ O 6.6D 0 20' 29.37" 4 AS s.so O 5.7t< O 06 24-rw t3f60 - frkt 6"Wes o !34' O 20 em."' PC. t34w 700 I.I' 6.e0.84 O ! 0 t0' 26' a„nrmwn waf, ffNXpT 4o.f 14.00 7.00' 4s' ape 7.00 O.e6" s' 0 N' 24.21' t 4./a //.T O •as 7.Zd 3,26' 6, O YO' rils. a wfaf C4rA 7tvnf,A, n :0 N!3 4�!' S d /!' 2aeS 14.50 as, O 6 7.so 7.59 s' s /s' Al.3e' O 4 tsar 3,cage 4nww4y 4ege ee,vewsy � I 3 " —. --.— °' STATE FE0.AID►Rp1.N0.o� DIVISION OF HIGHWAYS Q 4� DRAwN C[A 8 ds 10 WASH SRM-1137(q U b MECICEO ABJ u,es FVf • (`q a eRQI.EWR. 66 w 002 \�/ [. & DRT. AGM. .w*fntr w Feb 28 13" G M DI1TE REVISION e'f AFP a •+ v ! li wntt ruff on..M A/W R/W xnef 35' lllnfs I SN/Hwr I Cmih - - vwrfr ro• •' ss ik P4n} Lana CaM Pid p.1m/1Vfl InP 6.+,efey 5h/P 4/epf Wr a { pn r I 6Q aWaf�f ;Psa/ d(Opp Vaha• •lop/Vahfa !N PIaAIs !N Refd1 I • _ • d t / 5 • //(tff l/wrM 2041) dM.Mpitll WELLS AVENUE NORTH I u,rS I -- • S 4 t / a 3N/ 9•8089 N"I 43,411/8 AdVIT CWP dAa&&• AV comP Depth sopn C4"•ow,tamp `eMP DoP'h NORTH RIVERSIDE DRIVE v comp.Dfprh �u7d. 0 Comp.Depth !'OIM7'ICI+� SAW,tl+s/fo S,la N+M• s.atoo .4 rypf A 11.60 to•o.A s1.000o Aed. 4•---—2O--=i I e•t.ar.• !/eVWa/I Pfanr Cant (fl.t I ---i - - tlnp ( IIYA Oft./nv� CrarwMa4• ( I Ale I VIY.f• tjJ a • I dlro1M=l Sei ProFrN ,1 _E.•alrn� ti`� IfV•.i Set Wrlrr t Ctlta) tY„ger,en _ l �� ,y Rrfn/ .. �f r01 'qe lar��; }. n •trr�..d wo 1WMa• • 4 t • Trwr Dank wna•Aem K 57 •Sfa..14r50 to 12884 Sfa.15+50 SOUTH RIVERSIDE DRIVE NORTH RIVERSIDE DRIVE Mrs. SYa./l•50 b dN M+f/07 $010.851/5.06 to•ra. cafes STATION DIMENSION •5'r A a 15r60 - - mafcA errfbny sapfroF,F 14#00 7Ad 4.3 old of wall 14y //.5• J L_G+.GR fyhyrnbMafeh Cr,ably Iff p/In l4fl fM✓then. 14•50 Its' o P ,-,0o w/ V st na rnna..pyp- IIfdO •.6 - •aShe 13#75 old MNr2 7FanfD,cn ro aame/y Sfa Spe<.a Nvr+i,o.u• � !b 15+7! end rfpfY S BRICK PARKING dr. ;4+70 e.pn fapfr 7}anuh.n ro fd1f or I«a ucs !fa /4+91.07 old ORM,� e,Well$ A✓f,9 fupf+fN✓a hour Bra.5+65 Vrf.R! r Sfa 6+78 fo 5".NA4 W, Rf DIVISION OF HIGHWAYS Am GAP state CITY OF T Department of Transportation Wens AVE WMXx ANT F.e sec ENTRAWOSsjci 1 4 e :;,.a. .. - ROADWAY SEGTIONg ^ 1 9 �Y1 ��-�'`71I•PJL ������ �� �>•�tisai�f���nt•Y�:;�i:>;ui�.Il:El�i/�;l(•1a�I[.iaiLl+7.�11��� tiEal�l��_����� VOW��`�[3•ii'J3�LiL'L{•>I+' t:ifs[�IT•[iIIl[7�(L���{TTS{`li•1•A+LIal - � rl►>a ��� � � :—t' i•1�E_ f� E311. CIIi=Q i•I I11I�i�t11 � { 3:i'l�Zd7 � ll ��� � � Llatdly� RAM MGM I• [�MGM .z, �Li•�oea,:u�:�lL��xil �as�:'r1ct��,�':+�� �t•>.�i•� ������� �: ��[�����l�ts�[*..atsrntadu�L•i�:l�miar�� r[L��� ��7�L�� � R�—�I�=`�IIELla Lu[S[:krl�iGl" �L.'lf��EstlSsa�ILls� �[! sir [nkiERIC iw.rl�n iT•)a a�RiMmo{�iaaiyflS:tiY�iii li[7�III L-lil+riA RfZm �f•[itil •C[ i�lfilll17i117i�CBI+IILLi'lti Mmm ukkm b41su ibfa�l!�[ii [i:[ [ +4.j . Lrl>G1�Pf:lua�� �!w•��lr�L��l��—� { l•1i=�1:iEfAEih1•CE ad-in i.•. [�� �flttlRE'Gm�ii1E: •'•IIi:I:� —��������� m L iaCli4•G1+7•Iilii mILI L•'9ii{:� E�� i�l� p•1a:1:LgL!SIi:I?ti It t3•���r� �� IE�SYI•li:Y{•1! La�:Blillbi 'CE9itU �1����� �i M"flF'[iYF7 Eif�liL•E'I[li�•- ��� _�!F —� lia+L[[9Rd•3ii0Taaiai3Sltii - • � [iiFiLld.I�[�LIII[�LLIi�FI•Plit �� tSnagi>t7[iIFF]]�l�cEfa[1�I.LT.T.I�JEiIS1CI ���� ����� .. ��R:Ii�[iLZll�fElS4LlCL1i4PE�3t?riEl?►4.6 +I).T�S:Ii� ��f��[il= I�II�LIIiII3i -• �Ir� a — E•Iflt!l�ISll�- ����� E �III�ihID[� 9Pl,i� (Si�ilFt3iQ•IlR7QET:PI!_ 1f6Momm tllh [t[7!1[is7! • ' {�E]S �]31+1CI� if{•� F�F�4{S+Hd#•II�alil�li•1{'fl� #.���t������_ �Aff� ■IJi•L1 IIII% 1�`r 17��d3I� [ ■11GL7•ib1L'L14iITICp {+p!—�ll� 1•'�}�— Lilt!h7Z77a . 9Li ���`����� � � - 1a:1:1i•T.idC[� iiiia# 'l���ti`1l��rA! +F EIIkI L3+ 1LSS:PJ'd•A �`—�=�`! all, �nM i[LE [t l[[ LdT•rlRIrT.I4it3 ��- lHif �h71�. EI•rNFiiC6IIRd �L:CI.I• � ��� �1��4 AQ[I�EiLIIF1F��[.[F1FGQiT[III�13�LIIR I{+ ..• ltli!'3'illF]i!'{i+l �EddloL - �=7i�ida!i1..+7-.s:.Yti�+Y�i�•e.,_,a...,....1 � :.:�-� 'Y+.c:r:.s.Yr:.�itPmy i � � � ®® � � � i n �. �� 1��� -� -� :..--.r—� -�- �-- —_...._.�_.._�. _ � �� �_ e= _�= � �_ r� ��i���������� �� �������� i�� ��������� � j ���i s���� ����� � ������ o �������~������� �� ���bii�r_������ r�� ��`� _���� � ���r������������ ���==���� � r� � ��� =r���r�= �� ����� ��� �~�r���������� r�r����� ����� ��r� ����`_ r���A��� ����f �<IL����r� ���������� � � � � � - � •,� , s b i M s.e tA.er n - - ro• yae.orR byovr r warm 4a ure/Ar u.At � s - -% • URIC �awsa' p' / /> A i y w � I 4 + 4 I OA yx i SIDEWALK DETAIL Al JONES PARK STA.7+T3.2 SOUTH EDGE DRIVEWAY PROFILE At T4 A/.Ts. AAs te:7b,"., mob'Jet a//Ds PI Ar B'/ek sc~d/ rw '_L/O'KG. I e -Aasx: -s ct»r ------- ------ x> STA.7+96.4 NORTH EDGE DRIVEWAY PROFILE A/.r5. S • no.Nonroa. 7 (aFtb HIGHWAY DIVISION aft wuwK [R a-es 10 wry ORM-11570) Y Q � gc cHawo Te //-ems _r■a.aww. es w oot eartiucr m . 2B.W6i i2 ' our.wwa. wn •r Arr ....o.. LEEnC� �_� P�MSFp E[I S1L1� PXOPOS CDXGETE NYLT DI 4TSNIYSYN SITE i ` pp Iii.�LePY - CATCH XASIN 1VPE I ••• •XXX FXXRFIIE'•••EllNffff]]%%IITTTT[[[[ NIELIII M CDX{TXDglpl LINE C[NIFRLINf O YANMOIE —�--�. (ME OF SIDEWALK OIL/WATER SAMRATWE EDGE OF MAVEL M DIRT CLEAR OUT ---_-- ENE OF ASPHALT O E%YTl4 VY UR WE" LORE DE CMCRER , JUNCTION BM I'ENCE F F VALVE STMA MAIN LINE a • MTER FILTER ELECTRICAL CONDUIT (EMIE0) O ♦ UTILITY MILE --•LI—_ FORCE MIN + STREET LIGHT M LIMIMINI PEVMATEO MAIN LINE LIEN MET —F—� �OTC OVERHEAD TELEINOXE CAILE W O NSR MST CONS, SAN E STMR LIM O • ENEEIC SICML SUNMT MILE SANITMY SEVER LIB( b T FIRE NVOMIIT —T—_ —I— TELEMONE CONSULT (kPIE0) • • /RAFIIC BUTTON f GAS LIM __. UTILITY MLE AMHCII WATER LINE ILLMIMTED TLMIW 11041110 AD �. RVAINIM WALL •�'�`�L '���}}`�����6T CONCRETE CURS ��L,.1/. [}l(Tl/Lf-A�'L- MIERO CV*AMIEAIM -- —..—�— CONCRETE CURB B CUTTER �iG.( ...LJ1.L MINTED DWWLIYATIM �� _�T. MANIC= MIYEWAY _J 1 6UAR0 MIL ® � BFMCNiMRN p, � pp JL b ^ •` � � � � MIDGE MIL ®n B FIOMNEXT N ~•-V. —+'"�►- DIKN M STMAFI p{� t� SECTIM TURNER [ WAAri— � . Nw%y i•._� GAKRT p C� _3'f• �— --� �� +� RIGH\'OI-M. LIVE ImIpp ►� QUARTER CORNER -- INTERIOR PROM"LION Y/ • TREE. OECIMOUS EI�M�YWxx xxXN '� RASV[ r LEII * TREE. CONIFEROUS ttt#fplbgltGliidipl MILRMD MIL r+hY4. IMMERY TRTmsmYrTi nrm ITSFS MASN M SINe RUILDIM " ROCKERY OF. RNRU B cb Edge Gend YOU// cb,,v /.dye WAY PROFILE serrer `� _•NQ•I/ID' jA ; \ ___ _____ i ArreR Arwra A.errin�AenNI l P�Nern /.J• // Bruck Pi ve rs C✓r0 Br ek 3crNd/ 'Are or,ck PA BRICK DETAIL I a 4..e• J'&r *PO.'s �••e•.i�•&-Mk MhFeWr SNIFF M Abrf+r MSrFFer Al rAvr Bed 'OY• -3� WIAt M,He-WRf wWA6 iAE W.M. W WM.6,6-WA*+W E6 AS ___ Y�IRcblr ' .w :.� �• .. ., 6"rA.ek -s•cox. S.ofrwe4 I'Cbx.Bed • • cane. \ on cbmpecfed o..Elg»de •-R 11Mr 03f411 Clxrse B<e.AbeuaiMivr'mmy) _- - ? 5 A C 10N SWAY PROFILE SECTION� �Gu SIDEWALK DETAIL AT S. RIWERSIDE HIGHWAY DIVISION � Washington State� CITY OF RENTON V// Department of Transportation WELLS AW BRIDGE RF.PLACEM4NT b FA [1A� MMNCOENGII� 1PlC ROADWAY DETAILS 35 v -IFLLIVUE W.L LYEKTT.Y. r SEC. 8, T23N., R5E., WM . q lMt I MSLD t0 i0 0 i0' �0 8 SCAIE IN FEET E A a N °' [TAn m0,AID rya.No. HIGHWAY DIVISION p DRAWN GCR ees 10 WASH BRM-1157 U) 'a CHIMED A 6 u-e5 .wows ,\1 c ' MOA.[NOR. 86 W 002 W Y 11((11 DIST.ADM., co�r..nw Fib 28.19EG J ? t DAn II[YISIOM St ArP' VR 1,«. reurM nr tnr SEC.8, T23N., R5E., WM. a ' IAemov.ny C/m/n� Aemew.y 0rAMII0 a ep t R/n ,q A/pMl/ AMnIOV/N A/P/r//I Cen/rd/ !Y"~f .9 fS/e SP/erd Aewsan� C/xreh Rrwm/nf 1 •,•• /br/°u.4nrrr>AAgTs) - (SY/SPe¢,d powrm..rJ ' � o e.: HIGHWAY DIVISION Am Washington State � CITY ID RENTON REPL ® 7i Department of Transportation WELLS AVE.BRIDGE REPLACEMENT S °i� a , -o I w� SITE PREPARATION (STA. 0*23 TO 57A 6•0 as Conuofio fD vumenfi �/ ' J . •mown bmrn{ Cenuerr On r.w,y Removn9 Gamen{ ` - Conc.el. 9,eewrq� ' Removing Omen/ \ /1 Ayufl�bnrnrwY CC F I Cole and OfNr w � �.�. sD BencnM 7 z ' � l < I � Z I Rrrwv///�pp ni* %' J RMIe'.*, �/ \ Nrh•ng'M ° `�•• COntnN Se, w �Removny Cernr,"tn{ GencreM 7iewmen{ N�m.wng 17 Lemon{ C. c'.,e A►mev.n9 pyn�/n{ Concrete @rq` lRM A.Pn h.gi/fNwme,.nl F It It R. Neh Con x /. RJbrhon eF{pe LeI.r,Nutt T{ar/ d. �' {emowd S J1r perfi eF removal eF rr.ef✓ref t- y� and obtfir✓e{.on,. � F_� 7 A UM 2. Rernowng A6pha/{Cuncrrh R.v.mrn{,f ' p.,d Aor Sep./r{.ly en/yy when me pewmenl /f ne{w1oh,'4n etFcl en.re.,gee$Peer,/Prov,o,on. MSLD m SCALE IN FEET N T`e 8 0 97A7[ICD.AID PROD NO ^^� `�T DRAWN LR a-ec a FilGHWAY DIVISION 0� 10 WASH BRM-1197(Il $� CNlCKlD .qbJ //-es Joe Nmgw a L CROJ.ENOR. 86 W 002 A WSl.ADM.. toNrAecr Ne Feb 2R,1986 DW N M 2 DATE REVISION BY Ape AArpovED nnT FORM221.N1 �_ Cenerde Ramewny Alphelt % Pavement % SEC. 8, T. 23 N., R.5 E., W.M. celnenl emov.,ng Cerrwnl /" /o Concre Aa Curb y' / nSI9AVE S.g ! �E�-- rmov.ng Cement �. I / Cenerefa S,tlewe/A / co,, f Curb �Remov,ny A..ck ,�" / ROM►--lawn: uw► r We/k way fselvegep / h/\ \sal-age Bench Por weo» / memo"At~ ep / C*aC,vAa hwIMR1 / / r Aerne",y AeAl4e/1 .:., s �1 Cenerefa S,ehxvN.t •• �,•` ; ��, •� ?' ceneraH Sale walk • a ��`' .Remov,ny CanereH Wal/S, �Ca '=. �r'. /,� I %Ramp and BrdewalA'[See Aemov,nq 4epnaU ".A .: A.E ). .�+ V [encrde S�se wait '• M Rem.,.,y /, / CnncreN S/tlewa/k Mrme�,..9 Plnsenl Conuera'CwQ',� __ Camenf CencreH Dr�wxxxey AeTovrny AIPhe/J ry 3 ! --Rknwvmg Cemanl Conc,e Je e, / , //I�emov,n9 Cemani %. lbntre/e SrNwa/t/' _ —�� A1Emay.ny Cement/ s ` t ) f E T CencreH CwO� �, N Renrcvng C1meM �y x r/ ConereH S.dewe/t �� � r.�a.�• � • /. 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Via- f..— f f — p \ a} ., _ - . .,f f'_ + sr -a-. -f._I _,l , e r—a -• } w1---a �,S_. T v WELLS AVENUE SOUTH STA.0t57 P.O.T. 1 j BEGIN PROJECT ( BEGIN CONSTRUCTION STALE IN FELT 42 aD I I --I--- -- I i � 361 34 B GINNfNG OF PROJECT I i I I 32 - I MSLD Wall TAL SCAL¢IN FEEL I IIr 0 ,V9CI�L IN F}ET I IOIM aNy STATE FER AID PROJ.N0. f"ff' r'p DIVISION OF HIGHWAYS W w P I O WASM BRM-1la7 1 c p 1 ) DRAWN GLR C-ws CNECNED qB..r ii-ss xv Nfpf ui 25T ADM. saran fn W. add S DATE _ REVISION RV App F v ,SEC.8, T23N., R5E., W.M. NEON + 3161 .4lM`eh Exl+i. >p 4 1 ws h ( Y L d-. 1 11 KOOa 0{ MI. 6+rNy t - �- - - to In 5 ! 'r Arwny svyP Y f] I I wwdrh Va...+ ' I 1 m Q ( sh s.ci,e� Q O T O� z v + Jor;�s WSW, z v 0 n: SCALE IN FEET m d Q �, .... tlA/LA 4z 40 _. Qi 4 w vim - -- - ---- 34_-_ ' ge Ir - ... I I32 ey DUAWVW X ,HAUL 28 .. .. PF "Go. 3N;4 34 22 5 63 35.43 i -_3512 31S OE yS 34"! 34.4 34 19 26 ------------ _ -. 'TZrONN r u�M' II 14+25 4150 4+ T 5.25 5*50 5+7 I DIV;SION Of HGHWAYS II. Washington State CITY of REMT04 GDepartment of Transportation WELL s AVE BRIDGE REPLACEMENT —girf- AFo �ITAANCO ET,R--NEEF INC. LA AN a 3°`g 6 EVU!N _cvaTn u (STA. 0+ 23 TO STA. 6+ i«i[n 7f/4ICURI RETURN ELMTQNS I /S+So Censfwef S dlw•/k ec. Bfo2.93 3}s3 APer feMNrh E,lef. MiAcn s*62 C4•f w.ee.22'r Gong) i1 v4 35-M b.7d36'02'/0.6'IPA ?? hrw Ede v2 ' D3 p•l}00' l3fa3 V' Canefwcf gAlewe/k Cons fracfien Q v �.. 3/4 3}91 [4yf wde Rs'f[m9) ` Esument I (n f0 Blend T•/0.62' fiM leper Q �. pvo ° PT 4+69.77. SIGN L./B•aa' tl p : 6.M.7A an9fr.N/ Q� ydry .Nefc p p 6'ewcu// 9 ail U �GJ��4. nl Sewcufl \EA�H u End 7iper 1Cy 3 �r3P GIVTi 1p g6,91c Alefcn&,St /3fp0',M1 y,l A�7 P Q 0 F * 7'•a5C30'Cty 6A� o "w �/ Be�.n s, a R I 1460 C3o2t.) � a. �9- W % Mob �P 0 O C f E 35.77 � y CURB RETURN EL o WELLS AVENUE SOUTH 7 b ^ Y elf L34`63 PC /4•6978 41 N.00.13,S6'W. V oP( I/4 l. r "f i' `Wall V2 W /„ g ry/ See SA 22 U4 � / N A e 36./7 Pq.C. ✓1f 30. o. /0/146'44• R. /300' 9f 62. T. /8.45' F 0 L. 26:be' It 9E!. See Snnf s Per 5'"w lk 9/ 0f 74.23 P.G f Begin S/o7rw&lk C3'Gt Er,Sf.it %Bra i t Begin ar/ck VNp We//4Sfiva �, a 6r]d See Sheet 22 ° Bryrn�RAmb I hurler o 7090.37 Curb PC.C. Curb 7t4743 Pa %S. o'Rf. Bf42.60 C20'M.ErnA£) Beg/n Bndge n 8.20.1/We/q Awnw!.. Amfe: /3+0A70 S.IPIwrS•a1e On 9f*!OB RT 7bpsed and 9ed/nSN//Mien to Ce.•er e//d Sfulbed erects (4Rcepf 4ndstepe ereeU Sferrs/We// see She*, 20 •Easement bsef,on,ng and CURB RETURN L N dlefeneee pre l're/n east¢ PC. 9r73 57 36.45 114 __36.40 I/2 36.30 3H 36.1a RT.25t23.2/ 136.05 O. ss-04'67" R• 13.00' 3- T- 14.5/' L- 23.06' P9� e zs.as Me Mh En3f. Curb tOuffer 23rs9 i AFefcA r N.RIVERSIDE DRIVE 9f92.38we/gA okTUM STA. 25+85 24f 93.86 W.River END CONSTRUCTION MSLD 8r/4.13 42zego36OOojl398&46s U B RE U N L VA (ON CURB RE R PI.STATI�1 0 q T L PC.26r29.s2 3S]3 PC. /r23.40 I �L CURVE DATA f� ,/4 _ 36.e0 v4 20 4' 0 xo' 40' 1d 35.85 In SCALE M T P 1. SAn 3H 35.83 0 T'+-. 4 T•bs 22 n29'23' 135.00 20] 4l2 3/4 e . .. ♦s p 6" ... } Pi. /Of 2/.76 35.77 PL St90.29 Me i Pt STATKW d I R T L a- 91-5'3'03- A;`y ., l EAST CURB CURVE DATA o•93'20'17' q q• /soo' L.24.44' _ •GO' STATE FEU.AID PROD.NO. ' HIGHWAY DIVISION M DRAWN 64R A-as 04-20 10 WASH 3RM-1137(I} C O CNECNED ,oeJ n-65 FOR NueRRR PROD MGM. R6 W 002 I Wi DIST.ADM.. CONTRACT NO. Feb 28 1986 G Y DATE REVISION 3V APP'D ARPsorRO /3r50 robeM.khE.,... M0fthEX,*#..98Sr," SEC. 8, T2_3N., R.5F„ W.M, T.ro.et• Endf./o*r �0 6. .RIV ' SI €DR,lyE_ ✓IB.ee' f J4.• ry f,on Q� r/ kLMn�X,ahn 1 �• 9 BEGINN CONSTRUCTION Be n emv 1 �'P3• JSrBp See S eef20 +4I! _ f*h Eavt/�IV't 8 P Q> 84g/n 3/NWI/k ?; CUR RE UR N EL VATI �• PG 9 ET 36.77 Y2ru* IH 36.66 Mirth ee/e6 Cwrb4hd OLMA&- e!'. V2 36' 3/4 .r6 • p\` 39.7T6 Rr.24r6304 3386 CURB U N ELE VA I n•91,W13, ,03" P4\ 34.63 P.C. /4+69.78 36.00 1/4 36.20 7;2.0t: /, N.RIVERSIDE DRIVE 1/2 36,30 STA. 22+41 are BAR 22 3/4 136.48 P.R.C. e050. ' 36.66 Pe�,B BEGIN CONSTRUCTION 3e n o. /01146'04" / R• /5.00' A�r� 23r73 T, /8,45• Sr 62.40 WNl3 Ave.6.. • Crgin Ohvevwy L• 26664' N 92.67 Crd/r RIvPr I>,rJ/r • O. \y 94e0.83 End er,dge �e roP -CURB RETURN EL CURB ELEVATIONS 4d- P4 24,69.91 3593 K. /M39.55 34.68 fe�Ia Q I/4 36.03 V4 _ 34.7f 22 V� 1/2 36.f0 1/2 34.60 BUM 36.0T 3A 34.86 P.T. //r86.57 34.92 �•86'04'57" G. 41'09'15" /. R•/QOO R. 50.00' T• 9.67' T• f9.19' 94 L• /S..37' L- 36.64' b CURB RETURN ELEVATpNS s.. Or. 9r4/.oB BZ� V4 35.0/ Sf*,re 0 won ,4f /O Vt 39.03 3/4 gee She*f 20 I N ELEVAT \0V Mean E„:r,ny P.T. 3e.9e s.v9.se 36.45 \0 Or,ve wey ff. 45'2455' /5.00' T• 6.2B' 36.30 �S \� L. /I.B9' 36. t 4 36.03 78�t��c• 7 4+e7t p / 11039.55 PC. End Cufb,GufNriS,drrw/k 0 qes y �J/re6.57 12. _R_Z I . X/ 00 -r 16i en Gf'C 51 COM.Goner 25r66 _1 oaf ,�0 \ �e+ •� Mafch Exis+.Pvy.. ,t o` it f3,� IDE DRIVE 9.52 55 Wells Awn Al..= J 95 24r 93 A5 Al R,versrde Or. Mefeh Eafehn 9 NA0'I4•40"E. STRUCTION 12r3lS.17_Welb Aw.u v 6•q �\ SfO0.0A N./47 St RE U N LEVATI CURD-- B RETURN ELEVATIONS 5�</y \ 2 ` /2ro_y.9n 23+29.82 33.T3 Pc. 3M25.40 A' 34.7T 3180 v4 34.80 4 - 3583 1/2 34.83 35.85 W4 34`86 /Ir53.29 "ft Avor. a.. 31+56.56 Sosellrle'A'. /Ov:76 35.77 PT.5+90.29 M !ch Ea1E 3490T 31r00 00 8eedine`A' / Wn - - 91135'03' y Sr53.5/ N.I•T S} A• 93'20'!T Pu y- 1500' 3r 90.E9 BT At N7 dT. �.�' 4 �4j(i4Q/66/Ss_Gne'A, ' /5.51' R. /3.00' 'i T./3.90' End Curb, buffer08,dewe/k �' MI - EXiSf/np Pyve/rr*nf 2406' L•24.44, Mekh EX,efng £Jev 34.6r HIGHWAY DIVISION Adw Washington State CITY OF RENTON ON, V!/ Department of Transportation WELLS AVE.BRIDGE REPLACEMENT I I Feb.281986 g ETrT1<iANCO ENGrt�NC_ PLAN * 2_(STA.6+00 TO STA l2+33� 3S ilwovio 6uaEvuc we e\cNkT7.wA SO l.0 V.C. 36 I a m ti O pp y ♦ Y 111 N 8 -_ �� � Y G A7 S -- I • 00 I_-.__ - -___, _- } ___- - BO SY.OPwvtIM.COAMEM/AY b! I +JV 30AY.'--__. -_ 2 J U Ze' - � i GRAVEL BORROW INCL. HAUL /3130 CY., 26 ,ROADWAY EXCAVA_r/O.V/A/CL. HAUL 200 C.Y. EMBANKMENT COMPACAON /0-40 C.Y. 24 SUPEOELEVAITIO14 D A RA i+- ro.0 L[ 34,29 34.23 34,/6 3432 34.49 34.6/ 34.96 85./2 36,59 B6.03 TO.0 Rr CMB chJ 33.69 33.77 34 KO8 34.3/ 34.99 3343 l ¢PrPf,fe 54.19 33.93 33.72 33.60 33.59 53 ?/ 33,95 34.32 34,?9 35 23 35.59I WELLS AVENUE SOUTH - -''W.H4 AV,. � v f:,uc fe 1� N ` b b� MSLD r t yOl ai a i .0.507. .0.76). I i A13 • a.,,y I i I i 34OAJ- ----- ✓Eo%d N.6zT. 34 GRAVEL GRAVEL 76.V. CEM.COHC. BORRO%V 32 I _ VA - - ORiveWAY /A/CL.HAUL So C.v. I've, .MAUL 4o C Y 32 11 3 0A Y ROADWAY EXCArTON pVCC.HAUL Mo C C.B.Y AOWC FXC. 22f ROW ac'. So C.y EMB.COMP. 40 C.Y. . EA19 COMP 3OCY. 30 34.4e[E.P 34,6 E.N 474bER-�jd,COfE9 34,66fFP 34,72fEP 35,07 34.118 35,4f __ - 35,56 36,26 2Cq.(.i, 34.34A 34.56 3417p6 34.94 39,/2 34.93 34,]4 54,80 35,Iw 36.0/ 35.33 34.75 IOC.Rr. A 4. ___34,50 54.68 ".so 3 .61 34.42 K23 34,73 35.76 35.99 35.46 54.93 34,4D pA. Afe 34.63l E.R n .Lf. N CMef4R) NORTH RIVERSIDE DRIVE M40 rac.Rr V Pros/e 23 24 25 y .'" ISTATET FED.AID PRAT.NQ y H DIVISION OF HIGHWAYS 1 c v DRAWN GLR B-es + 2 p� +PP BRM-II3T(1)CHECKED RBJPROD.ENOR. W2T_TFet 18 1986 DATE REVISIONBY APPROVED Q 30'Un�ymn+e l.,ca/ V.G. ^� !00,Vc 40 It amg 1 *l0 36 34 'A' r B' ' r � I N ► I 30 04✓ � 1 N 1 26 2%tilndProP,b esaaa ___--j- -,-_ + 19RAVE4 SORROW/MCL.HAUL '8?0 c.v __...._�_ - J- FMSAMAI MEdr QOMRACT .Rwu4 I/IIO GY. I 'L6 RCMOWAV ERCA AT/ON/• -LIf OM I 7O0 C.V. $UPE�iELEVATION DIAGRAM 1 I H.r.s_ :.. 24 --�.- - tCC C 36 35.c8 'I ' ,2B 34.AA 358� I TOC RC• 36,I t 35.72 35./N 34,76 34.56 34.51 34,6-T 22 +5.391 36,I1 36.33 JPICRde 36.01 93.6E M508 34.68 34,46 34.41 34.55 34.6a _._ WELLS AVENUE NORTH 9 14 1 - p Z'Q 38 36 �� �� rA 36 m I 34 36 34 �v w �7m �i© °�`i^ 07• _ �� � 1- '2ls ;m m q 34 32 p - 32 BORROW /MCL.HAUL 40 C.Y 32 30 I GRAVEL BORROW INCL.HAUL 540 CY- 30 ROW✓CXC/NCL.H4OL 30 CV, EMB. EMS EXC.COMR 3 30 Cy.C.y. - a YI - 0 MBANKMENT COMB 490 C. 28 35.&i 35.26 rO.C.4l rO.C.U. 31.70 32.01 33.06 54.12 35.17 - -- CMalcto 36.0/ 35.35 54.75 /O.0 R} r0.CRI. 3l./3 32.01 33,00 53.99 34.98 55.95 ♦J Tt +6 99 33.46 34,98 34,46 f P,•.Ple AroPrlt 31,66 32.66 33.68 36.68 36.6a C.NilcfiJ s73 u"; \'Fa.r...o:h SOUTH RIVERSIDE DRIVE W 15 DIVISION OF HIGHWAYS Am Washington State 9 CITY OF RENTON MAP Department of Transportation WELLS AVE.BRIDGE REPLACEMENT 0,:* s�EEt _-- 12 Feb e PR 9 E9� g ENGINEERS_ 33 wA Ern WA PROFILE (STA. 6+00 TO STA. 12+33) )i 15 /5t DJB(DB'Rt) li �P Sea 004//MIS sh" O �%1 9•0s(9'Rr) 44 / See Defod rMt Sher -51 r y. WW / F ni5neo vWWi 7 + GOD16A Aqf In , �r •J see ShKt K z _ Solee se.D!too S n �k hCe 'e•e 9ee Erect /2 Gr S �B•4Lend n d", Rr) r-24'Doc fr 1, /won P,pe / De,a see Srr Pepe Hong. eer 25 8" Wore, under Bry[,nes dge(2)JN•,r�"reelCFC.FJJ �(Y)la"COUP/!re(FL rFL) ha eone.rnwtreaerny � r2)/B"BurrerF/y✓anasrfL.FL) r� >MR�steRaCoa'we) /ten ep. ,8 /7.6"Raeueer(R.k) /2NB"Coup/ers CfC.rR-F/e� Veend(R,J - — COncrere VOulr CSee Apppn(yw A) Tn...T woe *,ny Sprrnbhr Cenrr,v/Fy /' r."45•8end Cm1.Ft), — -- 6"DU<Jrle /rOn Pipe L Es ahng 6' `/J` MVter L:np—, -- COnC. T a"( Be)W4/rs A✓e.$o. (/ / L Cent lYnosl B/ecK.n on Pipe // - 9 6"Ouctd./r —Ste.Bt03t C9'Rt)qep/.cp E sr fr),B"rouders r vote,H,/✓p Infer new,S"✓a/ve e �B'Go re Vi/ve(FL.Md) Oe Reds(5ee Connect rp6 sr 6"Norer Lne L)l,roJ rns SAeer)� fr)/B"Bu/lerF/Y � /i"RB",GSVicer(k.FL) � STA.15+01.5 S.RIVERSIOE DRIVE b 24"../?"Fleeter(fLvfL) r 'L STA. 9t05± N'FLLS AVE. SOUTH la"Dv<r,l./ron Ppe�r I -- JN./Or 0/CB> ,/ Conne / car*, } f cone.rnrwr B/eew,ng / ' DATUM �F�TR flew)-1 % `\�24'DuNde/ten PrPe Cy ✓ou lr(See / Appends,A,) - �24'e.rrt,F/y VOI✓e (FL,fI) MSLD (2) 24".1e"re.s CFL;_.. NOTES Sta eS•37.5t Ca.O'Lt) Cenno.,to En4trn r Se.A eno A aF s c,d Inst.//Corrc`Decoct, ", / 24'•,['Ti 9 F 409. a/ocK.ry.✓ere Reds la 4 or gpne.ol oonsnu 0.0 seq. Y0 q 0 20 b sr N'•/ Cont tru<nan nobs, SCALE IN FEET BK' B'rp.fS.e J and RN+ E A Te/ 4, 1' h Dero,l rh,s Sneer) _. ' �—Ewsnny 24'w.t.r Lma VOlbr Srondord OerO:h. '•�..�, 4ty O+ +,+ i [ cngonon" ones sh", ,r,s STA. WELLS AVE NORTH ",r Cre•ere _rorogeer I W'er<N'Ocn cM�Y,sohog+,fF. 2 gKM °�c STA.25+375WELLSAVE. NORTh. o'er'^gPana•sc._cmro/< �rJS/OIIYt��� "•AY b STATE FED.AID pROJ.NO. ` HIGHWAY DIVISION C In DRAWN GCR $-as a-95 10 WASH BRM-1157(I) Q �`I CHECKED .?DJ P-as n AS •OA MUM\G •. Mai.ENOR. B6 W CID Se e nBT.ADM.. Sy 1RKI <oxTFAc+xo Feb.28.1986 G p N Y DAT! gEVIB10N _ By AM 0 sFEAOHD AAT FORM E71-011 r�C 8, 7 ?M., R.5 t., W.M. I o A,"Hy ,&/ t As "mbl l y cons rrucr F/re F/ drenf Defell o 1� IT Godon rpr (/0'407 PoF Std Ass - a �P P'Ti d De a d Plug and bly cage o per red Oe/e�l. FYu!any oa��cnRo Tee e a c h 's Se eetn). e Rods I °y CSee Delo./rn:r Sn<erJ O / �1 v� /nsron/B'e5•wrCBrOP nde 9"dq rx)o/ Oo/h Ende'or a.hl e e!Propel M:e fp Fin,aned Rood dcn,evr proper rover b Surface� ever, water tine[-Rf goudr ^+ � 'may► -=p�� / Br,d -ease"// Ina as' h,POIT 9 U1W'ner/�W,fj/ r� lB'Dl Ape \ knn es be sea w [hearn. / Qeb/on mat �Pl.Rpe 0 �9er 9haa} 24PROEILEYIEW 401 gWrt,Eocr MOY pB'o c See Dete//eeta,l fn/s sheet SECTION A-A �+t�Y / I .� /er<.F G•Ibron M<f_. Class B Cmc 'r• 90a She*# 24 "Deodman' �LF'e G e/ l� 5leeI r en <Rods /--Trch / —DLc nle Iron Rpe �• w 9•<D(/9•Lrf Rr, /O+e9(29'40)Z'Temp 9lewoffAWme/y, 1/W'Band nge, ,y Cape Cone 1A'usr9bcking L Cap / Ydw .Y See Weer Ape No , iq, ?' per Sro.rxror/ a,or tee •: eM,a Sheer 25 for / earer ewes waer er,dge 9Q � Ire--0IA O O 2 °DEADMAN° CONCRETE ANC40R DETAIL �B D/A M]pTM NFlaMf %S/La 3J 6' PJ' PI' P-6/y9„ 29" BC' 6D' Iq�q• SPrrnkkr Cbnfro/kF y\ eon Pipe ar 2i \ er(FLx F(J ♦ \o' 0 ` e ucar(FL"FQ 1' P6T 97.3CB.9'Lt) \ �} E) - Connecf/2Tee fo Ex,lf. y - 9e'r " -5se ° J Detei/ rn.s sheet (26 o (F n P/ ✓Yd✓<(FL.FL) 30 'Casio NOTES e Lxpf.ng I See Afprnd,s A OF speoo/Prows•oos F/F/S TienSPer Essf Wafer _ter Far"'e"".r'h cl'w segv<nc<r, Serwca Par Mefq C29'Rf.) 28 ° cons trucnon notes,and Revlon From 6"L,ne M Wafer Mom rl -- -. Nohr S/ondor Dero•/s -Rf.)__.___ 9'WrierLme 2 r 9anon Fd<,.L R .rvtKos/a,acperdm mR Mkmq d ° - Cu^m,[ea CMock can/`a,cowl !Shod M1Kr prom coeR,so/r09e,FNrn/re ure �•NaJ<r Lin<6 The girt DnD pipnD.OK Canna/COe/e to ON ee � neu f 3i HIGHWAY DIVISION � Washington State .� asg CITY OF REIRON Department of Transportation WELLS AVE.BRIDGE REPLACEMENT 13 Vi e.ass e _EN RANCOENGINF�_.a�_ DRAINAGE PLAN AND WATERLINE 1 =_r'RM.A IO' 35 ._ �_._._..._ -ExiST B"Sloan Sever to �—T--, \ To e!ADOnWnW P P I /3 3 'CI.W.RC P S.,. /2"C wRC5P 'S.Lp°9, W b a W 1 STORM SE ER STA.3+8 TO 8+00 � CN 0 °Igri l9N mm M1i1A. m I` — ___ _ WC `GG N. i. fu„� `� cmm�q^,Fl� A�9yglnn�n uo m � •P tl•mm �1 qq If h Lra W ki u„OWWW gbtlW �O m bvl E I u�lrio roam °O_:.0 Werrs M 5 ` T < y yap :py x UFlm�.r tvnrS�veS lg v�17�WW PI 35 1... l I - 15N pw. 'PCSP s{.�ooX __- sow% v _ _ _ __..$ -B'PCSP S.Rilws B"PCSP .r00% Sa500'4 30 I B'Pc 9 ro/ lr ' o ro o0 13 8 r IJ: /3LIii� 113 2' __._ 20 - STORM CROSSING AT STA 3+95 STORM CROSSING AT STA. + WELLS AVENUE SOUTH STOR CR y S U I.CCI �NliO ~gghVmlP 9amN ®b0° I p�N=UI VI We�'S Ave N _ i W4N4b �b b V C I Nb I 3 W I WW4 PLU ON 14 ll.•�W� I�nVW Lin O��� �pv O e i � .�-rB"Wprer Lene IINa NM✓H'bldl'4' � ThrS Gp/`frOCf ?• �V[(f,- 1 _ ._ GivpcSF � �p SMderdrorn �.�.�_ R[$P 5.991b 30 dy t:l dOr�.tr u hGtl /3 M I CduhOCJ 1' /3;/4 I "' Sr.t00% °QhGll ' nor ` I'R cP S.I OQ I 13 /9 �1. Exr5 a o o�m prmn 1� GOnIY<t f Pq.W Mpn HpIG 15 STORM SEWER STA 24+25 TO 25+75 STORM 0 TFU ALL At STA.24+63.04 NORTH RIVERSIDE DRIVE ^ STATEI FED.All)PROD.NO. 'W" I'ZEN DIVISION OF HIGHWAYS 4 v DR ST✓ N 10 WASN BRM-IISTfI) i S peq AWN Ir DS Y � b 4� CHECKED R6J n-B6 r 8 6 W D02 INNf2 a o Y PROJ.ENGR. — ... b o . ADM CONT"'Cr DIST "A Feb 26 t986 y DATE REVISION BY APP A v V y u�1 F r yl - - 30 9 -Qv alr ricr +8 TO 8+ _� - - -- -� - F77: 4- 221 iat• - — -` -` cc c TOM OUTtALl - c L F mq A WW �' WW U�`N,IOm VV9 hNgppp �� ^�.__ Si yy '1N \Mp �NN Wmp N Q- i I. Z 43 S yY 44 30 r _0 y - 8`PCSP � 9`PSP r . I ��Se500 SRr�l9e D/ i, I pp Y •roo % Wc'wR N 11 i3 2 A H dy 41H WW _ j I S. 001'. apron Mpt 25 13 20 _� NRGfM Srd STORM CROSSING �AND DUTFAL--L A--T••FFSTA',13+50 // a�: SOUTH RIVERSIDE. DRIVE .,srm'rv7 an„e amfc C.151 L,ti i �� _ 20 T r — m" ....- P Iu S�WMM Bry�N Ww -;�' m,s confrOcr s,nwR 35 I r3 ;rPe I B'PCSP S•1.00% -� —el.RcsP .25 30 - i 13 -`—.'— Ensl P1 StOtm O.Om con.rcr ro r+ev ryon+ Ie ' A y fe�,�o T,S�O_.9M CROSSING AT�STIj,i t+25 15 '2 STORM SEWER yTA. } 5 TO +7 - � - - s WELLS AVENU� NORTH I E - �roEEL sac. DIVISION OF HIGHWAYS w. Washington State CITY OF RENTON TDeportment of Transportation WELLS AVE.BRIDGE REPLACEMENTS, la Feb QENTRAMCO ENGINEERS,INC. DRAINAGE PROFILE i 35 B I LE .WA EVEnT*E . 1 . `J``Q rya y r �a T WELLS AVENUE SOUTH N.CO.1]'56"W. 6 i 9 \ a CORD SECURES 6'-10" - I WIDE CLOTH WRAPPING 2 %A�ENCLOSURE wplB TIE WIRE EACH THREADED THROUGH 10"12'PIECE OF AEINFORCED RUBBER CAMDEN CUT B REMOVE HOSE BURLAP FROM TOP I O J OF ROOTBALL 'I A BRACES TOTAL SECIAL IL SNL W X % .I- \ - 1 FOR IRRIGAT1pN 2-P DIA 3 '� BtiL BLACA PLASTIC DERV DRAW r�I PIPE PER TREE.SER Q" �C a DEEPER TRAM BOTTOM OFrT" �^ m� I PLANTING HOLE B FLUSH 1 WITH TOP 0I SAUCER F0.L _ H W1TH PEA GRAVEL yQ. PLANTIF_J DETAIL FOR TREES b� C rya i SAW; MULCH 0 'CUM l LP 5PEpAC50R MI% m P:•I `AGA'fO1R1/ TABLETS M5LD -WALL 1 GAL l WHfkE APPLICABLE e �I UI' 2kAA— J SHRUB PLANTING DETAIL _ Mrs ST.Tf FED.AID PROD.NO PMr. u H1!'aHWAY DIVISION lx ` �i DRAW+/ $GR BCs 10 NASH pRM.1157411 Z S �l1 i Z �? CHEtNEO qp _' e5 � iw xou4t. �.,� PROD.[NGR. ---� B6 W 002 •, •p OIfT.ADM., coxT4•cT n0 F DATE R[VffION BT API' 4ADrP12i68 q SEC. 8. T 23 N.. R.5 E.r W P 1 yP iP \p } i 4 / \Q Ph.8 P��pi• p e P LEGEN • �Q. Rrp 9 P� a 4NTITy DESCRIPTION REMARK opP V� Z �l, j/rs agmPel.um/Enghyn No//y I'-6'BfB 2 ® Ac_r ormna ium/V ne hLPb 6--s BIB 2 O Prunus yedoenr.s/Fbwer.ng CMrry e 4 Ma/us F/onGunW/Fbwarrng ba0 5-6 wa \ 3.,5 Q-)e$ A.cbserphyAas aw-uyi P}Rsyes� /SO/wc[ ;� Pt Rayrs N/nn.emm.X •V 9 0�m 0,0. Baehr oan...Hrr laa/ 30'C/r,. eeoree y G0/aneasMr <S /o M• dun pers Chinrsis Proew bww IS,'. 3d CA's. k y JCNonere oorCen Au*, . h�'�,y •6J fFy \\ 9G0 .xp Nadoa Mhi/fngnSA !y 6'fb� /2*Cbs. � '�, O9r • b ti Mo bE N+s.� Sod Cawn/ns)i//erer. C.See Sprp.a/Prowams) �1 K•lCN '''\� 3' \Pj� :dt MRl AlE1! e9 SF .�MWMLGEK APPMADU 4• HIGHWAY DIVISION Aift Washington State CITY OF RENTON Department of Transportation WELLS AVE.BRIDGE REPLACEMENT IS ENTRANCOENGIN INC. LANDSCAPE PLAN 95 SIGN SPECIFICA O ROADSIDE SIGN STR SIGN SIGN CODE LOCATION SIGN SIZE LETTER SIZE POST POST POST NO. NUMBER (STATION NO.) X Y OR CODE MATERIAL S17E HI H2 W20-35TCL0SEDAHD. 53ap. e ;V-M"5 43 43 3TD. WOOD s"Ka' 17' C-2 W20-20E.TDJRA-iO MIO- 6LOGK 40 46 5TD_ WOOD co, Kt3,. 17' C- 3 W20-35T 6L05E D AHD- I50'5�-UTH OF 5 2rD 45 48' ST D WOOD &"K 0" 17' C-4 R11-2 STRE:;ICLOSED Iv5LLS 0+55 48 30 _STD. T7'PE InT6 i2R1(-A03 _ • - M4 IOLoeTouR wEuso+55 40" 18" STD 7,fpEzr6 R(zIcADE _ C - 5 A RII-q .5� Ru`is�FFc <,'ELLS O+w2 (00 30 STD- WOOD 4''<!0" 4' G Cc w2O-1 RD- CON67.AHD. WELLS 1 +4o 48 " 48, STD- woo 12OMPH WELLS ! +40 24" Z4,, C-7 W20.2 DETOUR 500' WELL5 3+Cn5 49" 48" STD WOOD (G . B.. 17' C-8 w20-2 DE-fouRaHa WELLS 6-12 45' 49' 5TD. WOOD 17' C -9 M4-IOL DETOUR WELL-; 8+17 E S+2Cn 40 113" STp. T-fPE ff L3 AR9j6A0r= _ C -10 R3-2 NO LT. TURN WILLIAMS STBRIp&E. Z4 " 04„ N/A WpOD 4 •4' 10' C- 11 93-2 NO LT 7URt4 6-R1Ve;L-N0F DR E- WILLIAMS `4 " 24" STD. EXIST. G 12 R5_l0 WRONG WAY 3dFA5rcF C—II 3(o " 24" STD. wOOD 4c4" 14' C- 13 I.14-5 MOD DETTRTE S?-HD t TVJL.LIAMS 30" 3!0" yTD. WOOD A-'x4" 14 C- 14 M4-9 "c1D OET.jR-I'E. S 2ND F 8URrNETT 30' 3Co" 5Ta wcCD 4'x4' 14 C - 15 M4-9 R DETOUR .RTE co ZHD E LObAN 2,0" 3m• yTb- WOon 4'K4' 14' C - (o H4-qR DETOUR- J TE 5 2ND $ LOC�AN 30 3ro STD- WOOD 4K4" 14, C- 17 M4 9 M00. OEL1 RrE OUAIJ < TOBIN 30 30 5fp. WOOD 4<4" 14' C ' IS H4-9ROETOUR� CIE LO&AN 3RD 30" 3ro" STD- WOOD 4"v4" 14 C- H M4-9HOD. DET. } R-(E N. 3RD E BURrlETT 30" 3ro S1D. WOOD 4X4" 14' C- 2o M4-9L0ETOUR•—RTE N.320 Q WELLS 3C) 3G" STG- WOOD .¢:4" 11+' NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES G. FOR CODE REFERENCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIGN FASRI CONS -FLUC 00N _SIGNS MAY 3E MouNTED 7N Lijr'IINAIRE TOLES , wt-IER- vISIRILIT Y' AL.I OW° M C 0 - wH Om 1 V O s*Are RD Aq FRW Mp HIGHWAY DIVISION awl DIIAM'N Tv I - iu WASH 6RM_�i57(i) /. : sii�A 1 Qrm�V,, CM[CKED 1 2' S _ log wat. JNN MET.ADM. _ cart.¢ "o Feb 28i1996 X AT R[wsaR •r ow Aneov[D DOT FORM[a..a[ 73, SIGN SPECIFICATIONS DSIDE SIGN STRUCTURES POST POST POSTLENGTH CLEARANCE TERIAL SIZE Hl H2 H3 H4 V IN REMARKS vOOD Co'K 3' 7 EAGH SIDE of 5TREE7 uOOD // KS 7' 7' �, 1. .voov W'X 8'• 7' 7' II 11 II y'PE DLB RRI(AD: - - ONE EACH LANE ON 1;,*-R1CAPE fpE1z8 RRIGA7E - _ I 6ELov✓ G-40N BARRICADE HOOD 4x150" 4' �+IDE OF STIzEET WOO (c> K 13 1' - 11 11 II II - - 5' 3ELOw C- & WOOD co"K 13 7' 7' EAC.4-1 SIDE OF STREET WOOD !c"or t3,, 17, 7' ,1 n ,I It 1YPE3Y6 RRGADE 1 - - ONE EACH LANE ON BARRICADE WOOD to' 7' CLAMP P05T To BALUG-r5R SI HoUNTFAUN& NE otJ 31oP516N PO5T WOOD 4c4" 4' 7' P1OUN7 FACIWCP NW WOOD Xx41 14 7' DISTRICT Ott SPEGIALSIbIJ WOOD 4"K4' 14 7' 11 11 11 n WOE q:'K4'' 14' 7' to WOOD 4�4" 14' 7' " It WOOD 4+4' WOOD 47.4` 7' it WOOD 4x4 ' 4' 7' It n u it WOOD A*-A" �' 7' SPrGIaL 51�N EACH SIDE OF N 3RD5T• Lid E DETERMINED IN THE FIELD PRIOR TO FABRICATION. EET SERIES G. E WASHINGTON STAT" 'SIGN FABRICATION MANUAL : J� N.•T kFM ES , wHCRE v15181ur1 aLLpwS Q .W 92 y4 1 m+Ze toll HIGHWAY DIVISION �. s Washington State � Cif! Of RENTGN p — �` WELLS AVE. BRIDGE REPLACEMENT -, Department of Transrtatir n 16. v �..� F�b26,158b SIGN SPECIFICATIONS 3s ♦�loveo SIGN SPECIFICA , ROADSIDE SIGN STR SIGN SIGN CODE LOCATION SIGN SIZE LETTER SIZE POST POST POST L NO. NUMBER (STATION NO.) X Y OR CODE MATERIAL SIZE H1 HY P-3 RB-3 No PARKING wEus 7+31 z4" 3o" 5-(D tt000 4x4" 13' P-2 R7- 1 No PK.ANTTIME WELLS 7+ 00 12" IS" STD. woo 4"K4" 121 P- 3 A6 II ONE WAY WEDS 8+ os 3(0" 0% STD- WOOD 4"x4" ) I' P 4 R7- I 'To lolzyO PK.WE RH 5R 13 * 5o Z" i8' STD. WORD 4'x4'I 12' P-S R7- I 1,107Af?KiE 5R 14+50 12, Ig" yTD. t�000 4'x4" 12' P-Cn RI- I STop WELLS i4+ 93 24 24" STD. NoOC 4' %0" 14' p-6-IL oNE WAY wF-LLS 14 + B3 3(D" 12' STO - - - P- 7 97- 1 NOPKANYrII11F +✓El-L,5 o+4Z 2 Id" 51-D. WoaD 1 4K4" 12' P-13 R7-I _rt5r°Cc>kJgFzPK NER N R 22+40 IZ" 18" 5TD. WOOD P-q RI- 1 STaP NR 24+Coo 24' 24" 5TO- WooO 4'K (b" 14' R0- I1, 0iJEwA'f NR �4+(p0 ,� 12 " STD. - - - P- 10 R6- I L- ONE WAY . F. 25 . 22 3c 12" 5TD. uoo0 4'K4'. I1' P- I I RI- 1 STOP v R 25.213 24° 24" 5TD- WOOD 4' =!o° 14' RfD-IR ONF WAY N R 25+26 3(v' 12" P- 12 R3-71 tle"I"ruizw6tl*r LAN &H-r WELLS 10 +30 30" 30' 5TD. w000 4"K4" 13' P-13 R7-1 W PK Aw'(-TIHE W E LLS 10 - 67 12" Ps STD. WOOD 4 .4" I?—' P- 14 W3-10 STOPAHDST118. WCLLS 11 +02 3ro` 3c" 5TD- WOOD 4'x4' 13' P- Is RI-1 STOP WELLS II +94 3o" 3o" yTD. wOOD 4'x4" 13, - R5- 1 Do NOT ENTER WELL-5 11 +•q4 30' 30" P-Ifo RI -I 9ToP "A" 31 +Z6 30. 3o" S,T). woo 4',c4" 13 - - R 5-1 Do NOT f-t,I CR 'A' 31 t 2G 30' 30" 5TD- P- 17 R3 2 No vT rutzN ns 5t10wN Z4" 24 ' 5T5 wt pD 4"x4" 12' NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES G. FOR CODE REFERENCES AND STANDARD SIGN LAYOUT DETAILS SEE WASHINGTON STATE 'SIGN FABRI i 0 el( • V V O �- - HIGHWAY DIVISION W� o>tAwN z- ,o *.1.. BRM-11576) 01411♦<I N v OHT.11Or. iDATE REVISION !v M �M DOT ro*m 2214I! SIGN SPECIFICATIONS DSIDE SIGN STRUCTURES POST POST POSTLENGTH CLEARANCE TERUIL SIZE H1 H2 H3 H4 y ly REMARKS ooD 4'x4" 3' FADE SOUTH oN wEt1S A\/6 v00p 4",x4' 12' 7 FACE EASTERLY loOD 4"x4" i 1 ' 7' FACE NORTHw�STERLY *000 4',<4" 12, 71 ICOD 4'x4" 12, J�OD 4''xCo" 14-' 7' ` Ag0VE STOP 51(aN, 5EE DETAIL SHEET MOOD 4 A4" 12' 7' FACE SOUTHEA5TEF2,LY WOOD 4 ,c4' 12' 7' wc)vD 4'K Cc" 14' 7' - - AFOvE STOP 616N . SEE DETAIL SHEET 19 �IiOoO 4'K4" 11 ' 7' WOOD 4' x!r" 14' 7' - - A130VE stop SIbN, SEE DETAIL SHEET 19 WOOD 4"x4' 13 ' 7' WOOD 4' x44" 12' 7' FPGE SOUTH WOOD 4''K4' 13' 7' WOOD 4"x4' 13' 7' - - - MOUNT oN BAe,<OF 57oP 516W WOOD 4.44" 13• 1 71 - - - 11oVNT ON BACK OF 57oP Sl&t4 � UOD 4"-4~ 12' 7' E DETERMINED IN THE FIELD PRIOR TO FABRICATION. EET SERIES G. p,. TRf yr T 8q`h� E WASHINGTON STATE 'SIGN FABRICATION MA"-' SAL : J� * sy,j01 a a • l::s� \Z 0A, Cis Ft.r+`�., c,�l HIGHWAY DIVISION Am Washington State (/ Cm OF RENTON :T Department of Transportation l WELLS AVE. BRIDGE REPLACEMENT 7, �-2&, f385 SIGN SPECIFICATIONS 35 AP►RoveD o+l*+ { } j SEC.8, T23N., R5E., W.M I r ftriny dliipgq fNfalWt�larb ENnhng bnr ' I Sra.D•a271 •. '�iC"- O -_- _ �.-._ - _� r cbnf.Pa.e. as• a. n' zs' so J T so IL ao 'j M go' � :o so' T eo' r ,71.r - - 1 _ N aTN'r. ,COndu,) oc n u / Cbndu.f NlNosT j I4 S = a Junefwn®e= y I{ THI PLAN VIEW SHOWN ON SHEE 186M a• 405 ♦� Condu,f a• •r Rebco)< �'I!� � e � ifApbco)ed Weed/2+ MEIO'.4 ie SN"Crvahed n ![N !T � hfndhoG COrY<wured f • j .'O�vK.SpYwrlk '/t�V-:r�)ron• Daea 'aj o when 4t c-i MC'eala��. -, ! ! T it • G4TOM •7 5t5 / I a �l 1 � ` MSLD y ♦ � I 8t V p• p• •• p• o• g,qn 01•/gna Hen�C-�deno Ers a ConNcuct,on S,gn M3GLE M FEET S,gn Des,gnaf,en; denefea a S,gn Q'I N� Pe.k,ng Sfnpm ELEVATIONg d.1al/ea 4"w,de wb,ta D DETOUR SIGNING LIGHT STANDARD DETAIL WOOD LIGHT N T S W LL, AVE. N.RIVERSIDE S N T S N_ STATE FED n10 F PROD.ND "'!•' 'm - DIVISION OF HIGHWAYS `3� DRAWN 64R a-06 10 WASH BRM-115T 11) 1! 1 e CNECitED Rp J OJ n-Gs ,a N�Nt[. � \.fi'J•i ♦ '� • PR .ENGR. 88 W 002 y a o NST. ADM. cMT", Nu Fib.28I 66 •1 (, 1,4 _._-- DATC REV1510N BY APPp O GOT ro•r 221.on SEC.8, T23N., R5E., W.M. `~ . - E 1 I ARlAefNe �•/ / 1 I YL4GitLlLL/.... LnYGm.NsIR All, lull! j1I ♦A6 " . A1aw IV`Ilear � >6,Ir loo b alkY 2 b ClrwYreA•N4•flfxllf .NI - — - ex'"mot.. G I e cub ` '• - a� _s . ._a- �-. a -.._. E 1 I V a u 2C 80 ", I W. 20' � Eo' 2E 2i 2#IL rt I N __�. •1 _ T Ir C P 1 d. r L m .Y .c y�__.. i q m ./ •n_ ^.A- �. _ _• • - s as -_.... f f • I ' CYYf>I/n' du16 i ?�� I — I JRfIRdls� � �,fNn. Gwb `CxlaMn9 GnferNna '• I I •' i-, �y�tililL-�1MINATION 'DES L .I 1. OKI ELLS AVENUE SOUTH OF THE BRIDGE, THE ILLUMINATION WIRE RUN SMALL.CONSIST OF 2 IB AND 1 110 WIRE. THE ondu.l LPNINA(Rf5 SMALL BE LONNECTFA {li TTHE HE BLOCKS LOCATED IN 4 NE M BASE OF EACH PQE. / _.x,rrmy Pole ie"F r c a 1 2. ALL CONDUIT SOUTH Of SOUTH RIVERSIDE DRIVE SHAL:. BE Condu.t T 2' PVC SCHEDULE /D. EA °O to 3. THE CONDUIT INVOLVED IN THE RELOCATION OF THE i RIVER IRL A 9 OE PL E N IKE M P SCHEDULE LUMIRLT SIDE OF THE �✓unclron Boa 1. ALL JJNCTION BOXES SHALL BE TYPE lA AS SHDIAN ON Junction Bea STANDARD PLAN J-111. S, THE CONDUIT ALONG THE CEDAR RIVER TRAIL SHALL OF 2- PVC SCHEDULE 80. PLAN VIEW PLAN VIEW wt Rile lea Weoe sb/�_ me.w I Po e P 3h'Cwalred Nock '�Ce.rG. Ce SKlkreelk ,Nendbolo [PrDG}C�<d ALLY nd ow• all hceJ)CenapfGted In B'/tMJ.� �{• At hN Fj'Id.t W/I<N neGeiflry a.. ELEVATION ELEVATION GHT STANDARD DETAIL `HOOD LIGHT STANDARD DETAIL ; WELLS AVE. N RIVERSIDE STA 24+60 VIC RT u..: A•.•,as,.^�}�n NTS PITS DIVISION OF 11GHWAYS -� k Washington State CITY OF RENTON Department of Transportation WELLS AVE.BRIDGE REPLACEMENT aKi. FYb 281986 CHAN L ZA7 O -ILLUMINATI ENTRANCOENGINEERS INC_ B6iN\M11L N'1 - RvlA[.,.ara SIGNING 0+23 TO 6+00) 1 4 f If S/sr.6/09 1P /bN Al aow ANrw a,hw.rk N 54a N// Pi�kln9 aMipJn+ N A►Aau{ed f o/'Gwwnoli+ X 37/o dd«ynar +e/+roB ,tea ,o.w+/k n Ex,E7ng CenMrhlr z2• 2a- a3' sa' 29. y �-"'•°Nshc Crossws. ryl � Birr,+r i Blrr,r a 2!' 23• 23' as- o. �b _fxslmy Curb s r� Park,Irg 8tr R"g A aegis - ryio+ Shtpes �• `to Boro Slrys C-7 \.xeu•o'Sehe PM a ' Cwdu,r,n 1WRtr G,^f T "T ItCqP lS"ee Shgat 21) Exnhny Coro fx,sMng CwvFSJ•4M \ ONE WAY P/ps hC CrossyAg/p 3/r�-_ Q Errah/g Conlsc tAw x STOP/ONE-WAY SIGN DETAIL ( 4' NTS / �cs d .J9 c NOTES 04TUM 1. tempo a y Cons MUG Iron, 'gg oe end Emar mada6 ar+ yo be 7nst+9ed m Peeordince w,fh fh�M U7C 0. Z Con+r+cFor Shs// SubmA P/+ns,Pot Cons trwchw w MELD 5'gn".? +^d B+rr.cydvs, b fhe En9/nKr For APProvs/,/n Pccordsnee W,M Seermn /-07.23 gFppp o/•Me SYondard spec'Piclf,ons. ,j 3 ConRictor SM!/,nc/uds IM,n d,c+/sd Oons iru[t,on C p q 0 x0 a 9'gns W"h oh's SLbmoosl M SCALE M FEET 1 Dyrr19 CYnRRVGI.pn- $P�,R^S�de TOFFG 5/w C ane-WD ' r A'ERIOOVnd My S toconon aF<ensTuclwn f c"g is sugges/ud orvy,see 7• 3 STATE RED AID PROD.NO, u• aR HIGHWAY DIVISION c` DRAW/J CGR a-as 10 wA3H 8RM-II5?(1) Voj o yzpP CHECKED RA,.' n-aa ,os xu:!`d Q` PROJ.ENOR. $$w002 t 4 DIRT.ADM.. conrxAcr xo Fe 228.MU V11 ley ADP OA AIOX H nnT FORM 22/-all Y :Asp.. ..- - a . . _ r . ..�'.�a.•,o. SEC. R, T23N.. R.SF., W.M. 0 m I '. eN+hc Crouvw/k 9*rrpee it Earorer;Aerr.e+d+s V l+r+hng Cwb ma Gd Sock Cand le ucrorn p)bun0 OCk Mil Ji,�r 8 Bow ' CSee Speero/hev�sons qp�erner(e+rrr &db%p C1Grnpener� �, .a pc a ' burr t.ne �\ rob{Cep r Ysr \ ex.shng Curb \ .� 3b te•b fNa'M.) Ex,s*rn9 / /b! b boeX Ane.r wb, A'++hc be+lwa/k Sires___— ® Qy zea/eras. �o £reabrr'Ce mct r Exuhnq Curb Caerne`� O ,W/rde Edge WhrN Gora S*rpe WAY err �rypewo-epp,� BOlron+ i'. AIL / J cendn t lu Cxar ?o• // ,/B[see sneer2el ,b.g/ q _.ptast c Crow we/h s*npe+ Err+hn' Curb Bera a • F Jar. P. r i',B�pq �, Ex.c hny Cwb � �1 Cross wV&9*pes HIGHWAY DIVISION Am Washington State � g CITY OF RENTON `! T Department of Transportation WELLS AVE.BRIDGE REPLACEMENT .�. 19 Feb 28195e 10 UMWCOENGIN S`INC. CHANNELIZATION-ILLUMINATIG'd- 33 .er•Oxeo -m�enn— --- iveea�+.wT- SIGNING (6+00 TO 17 +131 23 - - • N. RIVERSIDE CEDAR O^O PM Le l • MrtltlK rbry- -- -- I e Ltlrlr loll%�- 4 • � I w r'IOKry Eris/ RwnP, Up ,Y 11 ontl—` Y Mr tpyfr ibn Mrtltlld sbry Ontl Rtli4n9 rrP•C • r11•n�pNlFnrtpM ReJr�y Typ G—J yN. Fnss fb^.07 ro T fiiemoW s ,� R,� Sxr Mbphy PLAN &Hoge Mrs F.-SecnMl, fiersNRy Ra'A"M ro MwOfn� Ra e�q Me c vAwiuri nirwr�wwnRRR�11111rx�11!!!!}TAI7Ri1R1111r�v T11 TrrRrTl �� illTpnAme m R .� inx� 11 -� Fa pf '*"r1F•0!C p mds.fR1 s•~e b r. a ' y� •,� Ta p� h aO0 N� .t q4 '•Cn w�8� LIIRsr ibm �v I_ Srtl 3 MiAyl!rQM` Tpv.FK✓ swisr,Rbr^R Srisr Rtl p to Rerrrorn �_'—_-- bOR RNnm•d 0 a 4 0 4 M.S.L D 3+004+00 b dq•s.PROFIL a- ou�i '°' ISTAT11 FED,AID RRo.L No, HIGHWAY DIVISION ug DRAWN ST w. -im 10 WAI" BRM•115701 Q p R CHECKED F'q!' n-ai +os xunis 0¢ y ►ROA.lNOR. 8!W OOZ o •y1 DIST.ADM., awrocT xa Feb 28,198E v C M Y DATE OrvisfON By AM' ssMOHs n ewT FORM 221411 ✓ass A✓e M R.eYe! 4 N. RIVERSIDE DR. N rerimetr EnRs es BI Deck el _ YI Reetere W.Aft fat \ �Ipndrng[TYP) ooften;Ip RlmaU) _� rter/Dead. sha Ptles f Ccps/ � beta;sneer el) iI 4 AR RIV R TRAI I ✓ones,ReRn I Wt/s .{.e2.{O. �� _ _ __ Eeishng— fear Wr ro: 92 9) Np/Cn Erref r �I Mery M wr WI/"'I'd Ra/inB e C y I NeP oar W// ROIIn9 Tl !ram upper W/l end \ i MaC.�Re1lNev�dk •� N and 5rolrr Roping rypeC ♦ (Rengre ekisr to vau errs RaN h� Frwn sb at MO) Bridge/bNty -(yraJe Ror/ing ! IN ado W Rol i lype G for Ra d Roik 1iAe C Po Elalf e M Error stare.eloper (hmere error nrde/e WN, Ralrng ,Br'r dge AOvrmenl,Rarp,Md /P/b or wap.Aparment) type peC Moat,and Ra/4q YP! p Mtro✓e Ewr'el 1pwr N / + PLAN N oC! bwb W//oMT a) Bndge Am notinaen For s♦cnwi,See sheer E/ /'Open Jan•eerFeln baMe ZIpF Raling Types and Boner gyne/s(opera ibA anN) RaiNrg TypelfTjpJ Lro Mlrllf Ralang y mvn cNIFMI ryv) _ ______ �.�xn�i• iar.. umnuN FRAYmu 1 T I'Promdded Janr CI Janr between Keifer*round 6 dge Enlst Pnd New rvnllCryp ELEVATION For RI Type of G toyrar o/ aerolls.see Sneer 2p ¢Bnag!od N „-' • I "I N 'J o"' nr v } Ta rb♦.eras I In In �• xa T q�R RT 81 au Ehe lees sto s.n o P� Mo NMY Orm` J Y a Pl�r -Sta Fh 00 y 0e3 ✓I _p I TO.v EMI✓3 F0 w 4 er� •a i� h nW I xyy P� 36 4tY M`�' J/i / I ' / i \ /� Sr34 th _ T E.dsr Stdrs re Remain Ir _,s' Tnv ER.3336 to 5.14.{0 so(n'r 32 /� TDMEAe✓3ERI MNk'/l !� 30 e g 28 I— Aws q j hN��aN >e ' p2i a�uik�u 26 24 rMad PROFILE Bridge semen shun al rose a(a.lr ebb HIGHWAY DIVISION dw Washington State � 9 CITY OF RENTON -/' Department of Transportation WELLS AVE.SRIDGE REPLACEMENT One 20 Feb.28,1!11 EMANCO ENGINEERSLINC. 5'RAIL RAM MODIFIZ°A'T - 39 krrepv[n oJE\nR.ia evuurrt,n PLAN AND ELEVATION i r Cnsr UpplrYOi/ wro O^e 10'r rG'Pr• t Y!l:!' iytdy iAksns,on re/hman -- I J!•GAabPNC1�PJ I I b Aelno b e, It fed -got.l hp7 SLe t. A I loco Oo••!K AO/ry!old.o Pr Ryt e' /e �y I .AYJ•tlkfr- — I I yu 1 I I - - `EPe•Y or Or°'p 11 E.,sr A*a, Aill e \ Aupercosr Ab 1 i Av..elb cc r0 1PfmPn -� I� I Al Fbea 0-4 COl, F r AF /:c' s> Lj O pootrng to RernO•n Rot,, V I reeHwoy $/D✓�CO3 /t'llrleVe it;st ROnp 0/W IL M!Mdx MOO!!Wn e•clptOs Nan G.CO/pflen BOCRFr I/..•M Oio.'e/BY/pr or tand M O{M!/b TYPICAL SECTION A TYPICAL SECTION B Sto 3.25 M 3.1, 20 Sro-!NI b 4.67 e16 2D NorcA $O f >b Rece•.e O Sal PirA nr 1 0, a, or Ponel on Wu - �S�/:•: 7pp OF M,ddle �. eoc0 w. I .--Ro,x//gg Type® O --_-__ (See. ol`03) I -P•1 Conr mfer •1 rOp O'br..er ? ����� 'll ^r'bne/on uO/i [•4 Cunt��� ' -7QcnomFv r4 6,:0' T--•4 B/b' J�l.� I --9ocRHu marerro/Oehnd rM •I -rsp c'MiOd/! ton snoa ee ywre/Odr••.e ii� / uo//Irbmv $E Tvr M0// re the hl, beNMf A2 0 '_ �Mro eollwr OF Me pTe.•w: A - � -r—O"TMCk _ -\ I'lyddb Yb/I ' I QOIIOm or Jl $rdfMlk Imo_. Ir 1J S P. r n uet I I -..-l4'.H•' I Pl cop il !Soon WlDll -m Plb ASOSYetr *be ri to min rip F/0,qO0 i�'hbR ROunln�i 0 �Orl OreovR N TYPICAL SECTION D SECTION AT BARRIER ON WALL I E h zo AM All ATf P!D AID PAW NO. g HIGHWAY DIVISION DRAWN a as 4a 10 WAAN BRM-1157U1 l AW CHECRAD /l r n-RS PROJ.WNW 88 W 002 I+ �✓// U 0 yy11 WST.ADM.. eol.mcreo I Feb 28 f"S V N t DATE REVISION rT AM' rrtRovw CAvwey CAfpro..) "-1 IS2.an - 90110. RO/l.ng no c) i a{tllnr� � � /�t•4 coN S � a - $I - SipeesM1vcr .e •�•4W/=0" l•rMck Plemdded -- f e4046" ✓o;nr Ater olwnd J`I�gi r-o• Snag. LAe/noa tk/Yr broil 6• J,6• �� . e 14P0,00 Csb4wrf ffadY I e Bo x'l I.=arp el 4xro*&,�d,". d rlall fo Mote -Renq.e !R/rr �'il'h Foerf » 40-P and Mlddl Von on-.dge Aan ,m,�me xm;R her! 00,Ir ro l0wr •�, 1 See Mole A GOeIe, F.ece on a /" y Sand bed !<ief NAe lYIenWOn s•4 Co r.. �Fi)pa �•46/-0• j onr ANVom er R'i e401=b RNnO/n/np)ete. led0AAYII<WG Prep ce��Of w� a:III t —M"%�*acre et e/nadaea Sneer to )boNAdsoWabeRAp o ylatr .ala N/eti rePOf rauwr- T4a -/w.at n.sn«•trK-- .-11Ycea enagelemlyrm'ie°r/1a 'o a SIrKr qy F1ev.!!JOWONO-dhd 1peOfY"fe fqe Oeeonrf'a/'il+.TYPICAL SECTIONSlo.3.T roa.Orse 20 wer l I Note Surfoce ro Rotes, o Tod 9/ofr nn.s� TYPICAL SECTION C aebr G-Oww l.ne 570 4.67s6lo l.M 4l e Flll - NM "l;m/ff N4?eC nRe e CQo OhdnI for the bY.er rap ond+'Otroae soon 0e according ro Me Jrondd,w Spec.ficdf'*N -56r o• u^!t" L-1 I. 1 ps�,:o• front Foce of —c5el a SIrotr e3) Middle WOO of y�I Angled$Wcrlan III l�2p Of earner 0' 3-0 font fe bolo �J \ ' rbnel en wO of PrlAArs ef Place f -�I ff -5No n all _ Frvn[Foce of ry,pdK� /./•p'O.ROe of AAes rip bOROp/ andgeF .?,n / •4BFo' A �•i. ` of Paler er,ege Poormy_/ VO 080110 SECTION AT CORNER CONNECTION 4 Wd//elon+K SECTION AT PILE CAP — I`�•I-• __ -1 OF /wr srw/r 1 ah,s-sfwr l �I srdew/k �S_O ` —r ro ee Addrd ro Remoin •6W 1=0• t•{Conr /n WOP /[�P NCurb) cd/rsrjomt . r I 1 I Waxrsr.SRTr rocs abj. 1 6•{0[x,Kt W ffmbeo)n. Mbor epoxy HARRIER ON YVALL I SECTION AT STAIRS 3 No.All mofene/Fnon e• grovel borrer. $peµt ^R4F:1 La' HIGHWAY DIVISION —"—' il► Washington State � cm of RENTon Department of Transportation WELLS AVE BRIDGE REPLACEMENT Feb.::eno b <I e EN O ENGINEERS,INC_ BFLLEML.A W. TRAIL RAMP MODIFICATION SECTION ss Is I o0ryilf Ikln!/ r � � I M Lr i n/prnN -- -- • -- ,`J11 �� in bfrfN ttrAy. PLAN x: pe•� pp a � nry ripe• ! q I Ra e JO'd/lr.Jarnt I fleee SneerooF Es r ropes/ar,.W � /bp of rbN in adrfiN r EICr,aw v 35 ...--_- ---�--� - ---- MARK se SO eM.dR of so.. , 4.— .. it, rl lent MA+N� 'p! I W!I/ano tri py!At { S.E. WALL ELEVATION %•4 �'CnOlrlr . R/OC! rB'm•n fMGknlit�F /ronrFlc!_ -71 Gemfr � feypa grave/eockF;/r /of asNnr or i Z wlll'O'_ a •S do w To "bn F/ee -sec ryp secr;en A e Q /rar rnovn On®lronen N4r4) not� n/r of RO"r i 1bR Of smte.o/k � � T TCR OF SrdIYOlk J@ ; .�,� p ---� `eei4.a awn»i•, , IS — # .- Oro.<r BOUnrrW Ab//r OIL' f MMIr nl or Vab) H�•• UM6 of of✓e.lJ r _ 4 ROeu Ir ' tom_. s 'h a�i orao.e�p -•fi0• I I g Vpl=o' ti rs,«•.r•B weft eo'D ! > -- 'atra• -�•4�r �3.- ' _ / �---t!'Oia Oran Ig1A- f3p«•W ,Y•rf Ravi) ', I ♦ •'..;rove An•rnee wa„ng cry. i,i' -- _ R1 i r:o' ,�ror�( �_•4E,:0" $k 1 ftlT.Hay •d•6' T t 4r'..nr .S i' •3'pa '�-d'A! cenrr �^� .60,:0' d Pam' se/=o- ravf F,n,SneG rr� 1 -•sue/=�' ' Jwnr-��` �•4 S1:0"M0, - / •4W/:O• � —•—ram•-� _ -�� ._ cenrr)e,nr� N �_ I V.... 4'-0_� ° TYPICAL SECTION TYPICAL SECTION B TYPICAL SECTION c o `n STATE FED.AID FROJ.No. HIGHWAY DIVISION O DRAWN 2T Ni.. 695 10 WASH BRM-u ST UI i y CMlCRlD pA-r u-B1 J •Now•. M .SNOB. 08 W 002 •`�� �] y1 OUT.AOL:.. CO TAkcr,n Fab. 28.1386 1Y M Y DATE REVISION EAPI AM OWS MnT FORM 221-011 is 5 q7I t . •,,. 7a mGcyn •P9� + /�/c \7 hIM1 N�NO NWr Rbolkv T I �/ S.W WALL I Borr,er Pone) J ---------------- Ea=O" Pierl f ( �4!vm p�aN U �bor�. RO,Ir.g Iypp tl >i !! ArRr fsee 3.�eer es) f awn rldR. i-tOp of BOrn<r -Rdl C crw ry$p1p.l A C / (See 3neaf A/ OS' - Tp 36.30 v35 E4. 3E./3 / Ma- nn rrde�1• .� NO o -- os Mon EI v. l P3 ec./gr iO'MOx L/_ Eyr ` _- I� 1 i s blrfMnM fC c~r.Aww Cljp)� pordvlyune Elea.".00 i __ I � �tonO lomr Dern,ee� V1 J S.W. WALL ELEVATION or //. �y,,•. �L ed •dR • �HOw w pxe 'e"m,n rlMcknesr N e gdrel DOUPr/I POr dru:ns Or •, wo. nWe k.con onr s.�rwn A sf l=o' IY of Relnr I EO ft Wy dlWlk • ER ISr 'tcd 6 of Pb0 orinown ew __—. lMxonon WlM) wax for•b/n /frfe�J —' SECTION D am of wn) "E verr Bon) f�-e11 e• cr . I fW,Me/9nf or ft&) j 3"Oro a-o.n nde- -O_ ,-t" �sll'l.a aaxa.Meed 1'3'po Oran nye-G' O'Aods fm,lned Omura CW) sleety for Pey. Ap AdJ"fd T .Sal:o•15 •v-�i •��l-o• Ral.•,y Phsr CrY j •a&l=0• — O - �l K=a• J TYPICAL SECTION I CC SECTION HIGHWAY DIVISION .ft► Washington State CITY OF RENTON I' 7 Department of Transportation WELLS AVC. BRIDGE REPLACEMENT „••� 22 Fee ze 1386 Q ENTRANCO ENGINEERS,iNC._ RiNloveo `/ SOUTH WAL1, l.11YGUTMIDDETAl1�5 35 R RR/tl cEnvrN Mf/d11 01ACrs1a K a r•Ir• i-y c" M , r-w r-Irs 6• u / a'•a• P-IV 6" �Jt 24 w a7 t e'-a- I-IV ^ ae a S'• 71 11 IV 6" Ca c7 C7 C7 C7 C> C7 —C, Ct Cs u e ro•o r-o' e' g m R CEDAR RIVE iee / s. o. —S. .--- -— ---- -- - — - 6" co / Vol a:O" 6" C7 IS IO'•D' i•a' 9' wbrcc u I eI"ro 8�0 9' Panel 'e+9Ms and OOWster spoony ore sndvn q , v:C• :e ro :o- y fon/nrormo^oT en/y me connocro. :nal e'S11•�•�•.::�........:/�� c de oM hrm,M her of pone/ec panel /enyma QO r 1=a'• t;e• 9" 6ams/er specny. ono " /ud. au cn lnlormar.en rn the rwbny SAO,d,.x 9 GI I 4'-I1w a 0' 91 sv6mivol far Eny.neeri opprauo/ 6" • '.*,cores tl�merraons Mar reewre cool+-ocyi de%,— otw. o.d/or «vr+ncono.. GS I a%O°. Y E• 6" rornnts lndhn to .+�st•ng•o�nny.and+nv/cn I.neM e•^bR GOM IrKhtl SK Spec•p Ma.+s/ar.s CM 0 D=0" J�-O" (>° fu ood�n�e.o/ro/xny re9u.remena .� e Md cores ry"R Menel C Ind,Oates Re,nnp ryP C Panel ¢ Ro".SO one e/c _ Le.pM(IO:O'MOeJ•.Tee'DOM _ LvnaM (/O:O �f)-SN 7a6y �� S" rA 9alditers a O° a'M'n. .A TwA 1 • 71Ipr. _sM! :.I.M10•.IN 11lN Ae I 7•MM 1 - It l --.—_ won dW—dl-g 1 E"O D S a P.Pe per el ref e^n0/I lOvenon(7,pI bro uel h f✓ Oil ryp ell - rrYPl r — h1p OF eorr.er r Cryp P6Ah f % M of naafi I I� and M1ls +/NS I C /+r+l� &O \ 1 I N 1' 1l�Of.O'•/!r•� Grou>SC Y��` N IL 1p S$'10( V«Ape Mat SIEO«e Em6edatl I(y ae boT IQ IvoR C ry*rP>� ,1` 1m rI _ TOP o7 II4211 IL.II TOP Of aerYier WON 1 o° TYPE B ELEVATION TYPE C ELEVATION I T THR a 3 TYPE B AND TYPE C RAILING DETL'.ILS y� ••^b• STATE 7Eo.AID vnol No. Sam HIGHWAY DIVISION 3� b RDRAWN Sr .- a-es 10 WASH BRM-1157(1) A 0 (,( ift N CHSCKSO p0q7- //-as M �♦ RROJ.MR. v_-- B6 W 002 y w b w DIST.ADM.. J' Crs.d Bou,4&Spw, Add C 14 Prods COY".ACT.o Feb 28 1586 v h t DATE REVISION eY A►P' •t'ePP+'� DOT 7ORMS27-0tt �1�+ +.un - +la f 4� 24 tD _ o Z u &! 4, N 4 tct C/ Cll CI G .e 1 C! I/ 1 c>_ ��a 4•>O.N 1 c4 'cb ' c� o v c> o p co n _ 01 4 CEDAR RIVER TRAIL 4•�ev 1, 1 A.5<ce_ t O ,Q.5q 55. ! ♦A b T, a I •' _ S RIVERSIDE OR 15 a lsi• RAILING TYPE 8 AND C LAYOUT a^O o/,Boh,ster von 7Q � V O A �Ngle.wre.dp4ntliiq —S>d o /�j On�Od/eCbhlO�n(llp) O O it ` A1u O aan O b:!p V l n VIA 11 II Ir,li TOO Of sorrier o-n+oll SECTION THRU RAILING r0 `gnu HIGHWAY DIVISION Aft� Washington State CITY OF RENTON �I/ Department of Transportation WELLS AVE.BRIDGE REPLACEMENT F A. .28 i 86 ENTRANCO ENGINEEiiS�INC. 2S . ctw. EVEaE .. RAILING LAYOUT AND DETAIL,; 35 e STRUCTURES t w ,y�'.E.,f�� i - SEC. 8, T ?3 N., R.5 E., W.M. ! PS pp�•• i aw-ew(SacM_roY I Hepured rMr3 2 i tram w �.. .. � ( 0 4nderdrorn P'pe + f Li l— Pr 9•4106 .It d1. M '+ ; 9 4yhlrny p3lur! K. _ E, rwl 4 .c4w— 3AN S ftw c a conoknr c f Ls0 I +!• e 1+ Evrtnnp Bndy! :j} Ond Side olk bOe r, I Removed(Lengen:12B'J Edyr of Hermo/ IVa rer E/E✓22 30, O'StMdM.� aCpSd .� �"J F '�C IMK s/9!•oo K(19MI ' F.rs/my Cedes 9, l .,.' .e.,nc iron Bor —-- rrorl Sys ren• rd Belno•n- -_ ,7 \ CSlI SPlGO/P/pN4pnt �� �'(P) ' �-H!r 9"Scn 4J PNC Corw+.rr.n 5 4✓l'e•^e rs�de r.q 0, ro W3erer., pn . Sro r;.ef+•c C ie Sneers l3 (W) PLAN. ' . Nob A GONtrvcr Bn drl.lPpreeU Slop P!r Srd FNen AE lKlpr et medal ea•n Mlse pions US!/O'IenflM � ^1•DoN PS'irondore/enyrn See Delod D Sneer 33 Fer rem/orung sreN ono bocxour aero.lt s 4t Y Vm33 y'� keY 0 o W ¢gal a a m a;a W bl 1ieEmS .yppyyy��'��e.t O NII tlNV^ _ ♦z0% _,A_._'P37k br.Np i V�s00 !(ssV ISo• /00- I /J DVG Ip EVC ' .y.________________________________________._____-•_____._____-____________. ----- _- _ IOo Yler FI d Elev 27 50 i_L nDrmol corer Ele✓ 2E!O + i n Srieompla E/e•• ..PO.e. /V so r ______ r i .GD Gae,on nor rAPPre. r-- L--__-_ .i +2i�.4 r 5 Lr je len Nor(ll,�pr0. nJ___.___a- q !s'tr ro 30'!r es u ¢ ro<s'Rr¢)UM E ¢)l+orcn � 'r + Evrermy G ee V e .,0w 6.de norm Er,t rm r1•r-+--n--n-ti OF!•v!'(See..rd aon n-!p) y f ��--_____-�_� r1100 r ELEVATION 'rrI' M.SL.D 0 ^ surE sto.Am Mkt.Ho. r HIGHWAY DIVISION , DRAW 57✓L D-E5 '�1 c g ,10 WASH 6RM-Ii5]++i Via" west R CHECKED pq(- a-Sr .oexweex �• N y &'♦ MD.1.WOK, 66 W OC2 `�^. .` WZ D y DIET.ADM.. cox+xso NO Feb 28.1986 D N DATE RUMOR ET AM' .wxowe � - 11... / �,`�1Mtr M. • 6.c.Pra SW»raror/non I ll 7/ I fronulvon (soon 2) ilr'�- t Re,2 RMa e Lone LOM I t] y 0 W- Ond Mr y" it it 1 + I / f 14^da�,I I AI I 14ckoul[ D,arerp•pe _.- 1 u to WELLS AVE. N. 1_ J ra=o' I. N.42.14' E 1 r• T le a--i n.FeemQe (n �I � reaT.rde :k/om.",w•—D.=2+.93em TYPICAL CROSS SECTION n,rdv,r d { y '1 I a•I Sna+n or Spon r Ond l+ar,nol To t ar,dge clot[! I— it "• 1 1 /O'COnC Stodge Approach I _- $IOb-See Dore Al b• 1w Erpan-%M Fmng 4 e L 3-4'Scn 40 R•C Con Wrrm Sidemale let Fco r UhnRei (P.�rbnr) _a%, i _ C eghr&tle oFendge Only) --- - J✓/r<I..NI�[S'le.�DK•d R"OM(rbYJ %�igi ce✓9: ,rCon°onre c ro sr SUPERELEVATION TRANSITION 1 I!rP•cu-THY around ondgcrrbt 1 rConnecr b ENrsr Junchpo moat am ` and hnerJ e•4'5en 40 PVC cone✓,r to CURVE DATA R—sr l✓rsendn P,SrAron COpPprerES n R T Bat 9RG rAY WEDS A✓e 8.'4 3 r' 10014 ,09 42 2T'S9 9a0 f E g4931r9 • 00 [a6 B3 r34 BB' H005356e GENERAL NOTES : Al/material and••nrk soon Da�n error dunce •✓,M me regmrfminry of me nbsnrngrd. Store Dep Orrmenr of r—spor rot On, ^Sra000rp sec,r,cations for Rood, err,age,and T Mumc•pol COnSrruen., -, OOreo /9e4 U Tn,r SMUCrure nos Deen eesiyyneO in Occardonce .,In rM re4V,,vTenh rOr load FOp)Or C dergn,^MS.vrO Slanddrd Spec,F,co ions rot H,gnway&ridge-')dared Feed Q LOOd,n9 /J NS 00 Pootng e/e✓aeons, p le/Ocohons, and Other subsrrucrure der.,/. o/M s✓b/ecr re ^p p N change depending upon f0✓ndahOn nore"ol Mcd/n1Ked Re,nrorung sloe/ %or ll1' Oq '0 N t N the FOorTgs and columns sno/, nor be Cur unlrr hn0/ roohng ererOhM: and P,le �T e^ pm pabi C'J Om as♦epu ✓e been determined ,n me r,e/d and r✓Dsrr✓cr✓re dehf, rnadh.d y�U N N 4 p i mi 0 4 Rites shot/be do✓en re a deAln s✓FF c,enr r0 de✓ebp o rrxmmum load Ceor,n ''Al �'aW a� '. `U VW aW coPou ry of BO tons g YSNp n,Nl7 mNU� Concrete seals are designed for o rarer s,face ele✓Oran bf $3fee> AFrpr aeo/p --r are raced, ca Fr lag' / 23 Fe erdOms JDao,/Wr De o@VOrered Vnln VOIer ,r o00✓e !/e✓anon F`✓� Concrete on sea,snob be Goss O or oX m,at conGrere,n faohrgs snob be c/osa a m,X AU cOhpnns,Poles,s rub Vaf/s,and rroFFic berriery snoli be Coss AR m w me sope`Jrr✓Crure rhab be Cbss AX speGO,T,n "--�`L----- (/noes' ornerr,Je AAC`o1 On the boon-, Cenctele co,7r meat✓red FrUm me face rrF # concrete Pb me Face arbor re"IroKemonr br- snap De/J},/•Chgr. All plan d,mMvool shoo, are me05✓red AOry Cant✓/y Or✓ernno•oy uNess JII ( Orner,wse pored i 0 br a' m ge design cbde n J prowmon For oeurure lkaocsAhOlr Concrete o•e•rloy, e COnh/e✓lrfd s,de�o,ns, Ona on increase m madVay w,&An From —___ _____i_L____�i 300'ro 30'-0` J---, L_ J, S4v nso ' rt�r_m_ _tiit r y._ ifA�or REINFORC��CONr'R BOX GIRDER ) f HIGHWAY DIVISION odm Washington State yr M CITY OF RENTON I \�"✓ .�/ DepartmRnt of Transportation WELLS AVE. BRIDGE REPLACEMENT Pat, 28 isec a ENTRA►-COENGINEER__S INC. BRIM3• Dre ones IreLrwf c,D EV PW".WAWA my1 {hart Eger) t I vl ro g Aer i grVR,i tlen 0-0 .-t• So a l b ! l • � X wrN' BT a21q+! 0 gMq',n• • 1° ` Ai O.IrO !•55.00 4'lC00/ .p lr%1 t rM • • • b� � �� • r. a t— 1 f �sre«i/ /vote FOOTING LAYOUT 666666 Indreotes ,,1 1&drr sro,,ng.1 c h•e,s rs Nac•3s w ecnon gnt I Addm.nsrons oro meo roved pore!/!,rP Bn e of non.onror pile blot" n rt .nds pert r.cePr os moon ¢ � rncne. earn<v/ 3:0 Long E<pgntled C.1c."E"POnsron oraund ConOmr- `pert •` splusn lloy.rep<'u Ck, dssrr \By.d.ng JaTpK I �/� M COeN OrM L CONDUIT EXPANSION FITTING-TYPE 2 1 COnd.?Pr N/n O-z r ..�or+o�rred R�grd Sl!!/corrduir 9' YFe AlAr or.qua/For mowemenr of i,'qp<. M(t) 12-cu-Me'CrrcmrCbduclars b Lrgnfilr++gg h<rur! '7� and fr)e,l-CU-rn.r Oround Cp ,d Cl Crrp> O COn<l.h(THo.C `r� Srondorp I \ S Cdd O50elorm.d Pnr!or Condu,rrnrowg N LY'p»)"reLerrlr l��lipoal - yl.��� l9"Ora / SPrv,Aernlq.cement Cress Beorr. SIOeI Ap.,., G"Nor Arch 6 Br,CJ. 1 b OOlwmeld Rrgm "me. Cbct npo n nbn s � •Y N :lr. fSee condwrt O' 1 H r y ^G�6 AnCnor Burt Odcu-rmw R.g.' \\`-- I Y/t-CU-ted Or 4?6q spo O (0e12-C4-rAwO floss AX y ' f, Concr.M O Corner to6Xrlry - � flee.-tdga Np DConA 84**N 3 d Cand o PILE ANCHOR DETAIL A i �s LIGHTING SYSTEM DIAGRAM nr rs- mArl .,q soar,a msrv,,Od rn golworvsed ng,d sree,condom,c C*ol me con<reM Dr:d a irra l A/r< .l uns ,n SPon B snob Oeb o00M the b-ffp 9ar.r nl S)N, and he slcr/red ro ve,r,cot mou r:er /OEsIE rr pAk�N All<arrdvrt 1Pc011.114n.,be SW/ecJ ld the Enpne!/Y APorp l otTATE RCD.AlD PPOJ.No HIGHWAY DIVISION oy DRAWN 5.T Wu EBBS 10 WASH BRM•1157(1) Weill, 12 M [NECKED PqT v- s loa eu..n. x g PROD.ENO". 66 W 002 1\.../ ° w o .� DIST.ADM.. 5 S. Rtr Gn..amt S... 11 r CA `^r tgkascr n) Frp 28 )86 f U E g s DAT[ REVISION Er ARP' Ar owo DOT FOAM22'-otl _ - - -� �Aws Esws 5)rRcfura/ tlW�1` � �••[ � ed ,ry (1 I I11 I S --Ovde C rH+J e1YR'11" SMffeMrC W)--I-- ! I f Idtom of q/Y114 I -IMv5IiIonF- 64• s a 'g 1 / �rn Gr USholpp 'q MC I.Il� alto.try` g a , n2w •�-• •-�• �� • SWAtt ontl CUt ebtAert hr°d Ueolf hg_l!)G Hongar SyytlrrAngle •%--• • • • pry„e efyy .• �! ELEVATION F. wez•w' as `fryat! s arYWrC W __ '•11. •SS.Oo 2'Ba� y -- •r4 Sfrffener(Iyp.)— r Rine4 Z-• •-f1 ` MC..rO.! �!-7YDw.IM• J �'reyy°ie1 Lei HANGER DETAIL s1+"G6 /rW a.(rvw• L 3••i 911.`.J.� � I I1) - 0 45n. 819 iK• I I k ' 1 Stn,cturaI 74W I h-ao De)onnetl �" '• Cra O,a� I I Dor(Typ) F/Uin 3"r oltl RV/r mor Cprer oral Gothlt(ryp.) - CRADLE DETAIL FUPPORT ANGLE DETAIL rc�yc(erS p `4gnA fu:rUr'! Recl Sted,n condUc,er Cgo.) .4 LeXb: rToo atocoIll WATER PIPE HANGER DETAILS j Loccre Rrpe wangers or F,pe lcmrs and or 920"aro. Spourrg A, polls Sno//O!yoNOn,la'O p!r MSN tO M,,.(A.T rM A/83J All Steel shollb, AAS rOnl183CASFIVAAW) 0 '! 4 eeenng e+d ---- —Q gndge I GroVr Ma superlrn/cture �I 1 C oa/ron,zed 9,9,e Steel condwr nrn — Cbmdnonon Gb E/ecvon/EMons,on fin•rp l-_( lam- 16 fir) Carnpgre SxM E.terno/aond,ny limper _ I- (See Cbnrh,rre,(.MnWOII F�Mng tMb„rtas Slr�et) Ataontl) >'6P0I,O,wt Udron.zed 91910 Steel ConWr)w•M !� • .O I �(�),t2CU rwW Gran r CondUcnrt and — �—� ,� II (rJ ,Iecr .r E.°rog J.Carduchr r 0 i Connect In EF,st/ng to EWS) connect Dki.Md rimer ____ — (See er-dge LOy .rA.N) = I to%- l,oP tI cr,4ncttan Aow ebsre+,ene Wnes I StatV ,,.r elNorrfl -8 CU Gkk/ Daonng Pot l C/'.QAerJ Sh%0.�urid AbdN o'•B CV =0Sh'-Se• Greand CondVerer (9sn„ns) I / 4{"Mcesa n''e,sr•v.rnon Db.a,W Fna R!r-_-ram'.___ - —.- G Deering/Oroutpbd LIGHTING SYSTEM DIAGRAM } rimer(See er,dge o outSnr Aq ELEVATION PLAN rr 6./mrapee,n goroon•sed ng•d Steel Cendu,t,co,IC90W mMln BEARING DETAILS endppeeerr4ctlre AI/comdwr rtm(/n Spon 2ipol/Dl bcored Rpn bHr or suer ono ee sacared to rector Aet Rer low, '6 RepweoJ at,ons sno'6e SvQ/ec> to rn!EngrnelrS Appro✓o! HIGHWAY DIVISION � Washington State CITY OF RENTON 2 TF Department of Transportation WELLS AVE.BRIDGE REPLACEMENT Ye,• 2w Feb 28.1586 Q ENTRANCOENGINEERSJINO. _BRIDGE _®r — -- 35 Amono 1101"U1.WA MAE C WA wrv•u n-,w' ,es'-roEr• Cl'-T% ' _ ar-si• 1: Aim txf N lbwnfnrswr— sYn B•fr II _______________ ----- L..6jto'!I'a �+ `rser ofM,ism m> ` Talc• Y-tEf• 4bN• wtlif• � >'-BW >' _ n •{ IT d� -T© .t0 PLAN •rO tTO- ---- •{ SECTION SE wr 5 E End At At k Q BndOP M✓ P )E � I ♦I —__'�n • yo %�O �-Stt SE End A , �I JemA(rypJ-�I I1LL Gie✓30 RV e A / FIO rO nOn TMa Snefr I trJ 91 a1 ` N r /Ne-v 3P 3! E 3 5l x 30 1 Elb 30.B7 90 04 { g • see snr n '1• „ s� so, L _ _,OeS I6 (spp<fd_r_iMb .S ) i0 2 Ofl•S 9 C/r 's r sc !` (SpOcrJ rr tb•B S ) Y UU. i� L �0 V •ay I �O•aL jiP. pnd rP SID Ofa`+ •• Trf(3poct*b BOrf Oa S/p•n) ELEVATION y� SNO✓/�1O k,q b'CN M!br'M•n�l STATE FED,AIDPKDJ.NO, HIGHWAY DIVISION c 2 21AWN srw B-Bs YO WASM 8RM-1157111 I w CHECKED Pq)- a-ss IOf xONPa ' O PKOJ.END& 88 W 002 ti i a DIST ADM.. CONTNAc1 NO Flb.c8(9D6 $ Y OAtE KEYHfON rV APo �PM090 I ro• i 1 1 I f I I J S / , 3'Qd Brdn Ndes - I •umin sword Bowes+ 1 BOBOIndF •RO��� ,; Sdegroda) JCO 1 / underdrdn Ape I 14gnanitl Swlfce O r •Bmvel BOGnf)ll I\ i nrr. !SO • 3 -- -- —� for Q-dns I 8 HBO � �' B•aQE r d =All Cq.Spa EF I u l —_ •6 2t �� f 'yy I \ \ PN Re,F oerrr O 1 and Riot t�conen !](i) •6 Pr i o 0 ,+ p 8� e •;rrmr nor mWded •f ll •6 /9 ar 20 n` �I� CSeeB ge B✓onn/+tr !BO` •]O J s ��u 5, �wCdwn 1 07 — - o r. •SOq q SECTION C SECAr NE.Entl � T N Q P•�TO IKr NI I � +bina CrrN—I ]•SO l tnJ ;� SCSI eo• r ;� =a Itl (S.EEnd' \ V I 0 V 1 5 rB CNEEnd) I. /5 I rSeeS crron C M'r shoe/) u v \B II e O O {sao i a ` ? ill _ /•]©!F (Sh.End) i a I I Ii it �r=l r er:of/•s 9 !I•a r5—•rsl cn s� H n I— 2 v© of (SpeeM vrrn•B 5 I_ I (SE ra) 3 3� •6 E Y Y I CSee secncn C m4:nwrry Flo.EM.50 II naY GR.rndcores+`.ocn Face / F R./nd,c% FOr Fact NR.nrd�ca/es Near Pace Heos✓rod prpe chc r 3: To Q Aer yF s4 0•,..+�y S.E. END ELEVATION ny FJSIONF\E�� `''>•o\N�` N£End Erlronon s1m1141 and appor4e none! HIGHWAY DIVISION T� Washington State CITY OF RENTON I �I/ Department of Transportation WELI.S AVE. BRIDGZ REPLACEME' "e 28 l9 6 ENT IlANCO ENGINEERS ING BRMGE ur\ove\ �/ 'eFYaevua wA Ev[acrt.wh J{��_ lE'o' r o• IdI=O'I m•-m• 6'-.�+ �IC��i:p' [MeeawMC`Wf�,M I i � n I -n•. • 1 1 w I �--. fE E2_��per_61Y�___.. O b o —_ 4. l Ian.SpN � '1D ls) mr raw. - I TYPICAL COLi1MN SECTION Is-ll >o ellr• o '� w�.E�MII{'- "teOR7 Cel.,•+/nor.r,c.++jDiebtr•Ylnrn�nrcde6w16ar,aga @er.dya E Cok~A Cal'a -l/C' 4[-A—a K-rro c-ocnleor a (ort 9 I �I-1 I --- z•aQ nH..eoen Cf...) .� � 1 u•saaelah I — i l I I(74p aoen ctk.rvU se•n`z; (ryp Erocn Cd✓mn) __ l` V Clrc s-e•om T 1 al e1 W Fle✓ea ra 1 gI �s m•" — m• I I 3•l0 aB Nrn eon l_o.,p I e• '(Ctyp.Focn(bwmn) I 1—I 71 i � S i � i1I IIi O ij FRONT ELEVATION Flel.r lnowm9 Meo•'on If ,n , FIG+o>•pv crc SM.n of a o!P•!� n «d., nAa reo,LID rKa.No. HIGHWAY DIVISION 2 �p T DRAWN T,-i^ 6-ns --- 70 WAS BRM-!'570) �'•\\ [Q N CHECKED PqT ll.eS +09+u•uN �Y7 j o ti l PROD.Em" I 1 86 W 00E W i yl DIBT.11DM. -- rowtluc.rc Feb °. DtE ,VepR aY UP I rM O i har R i CoMwn o I � Foc!a✓ COIMM lie ear(rI®> Oveiem rSUnrn MYr.b /)A fOC�MIO 6 (/ I lt• n.Sp/KI / 0f piCl W I w m t r ) 4 r9 0l �i ♦ /r pof Ce,� __ - ip /'fsM. 13BrIMd WM Ca/wnn pl'des/b/ rq .Jp \� / /4ees/o/ M /O.7bN BaOMd (BeyprWl o j [le• IB So ti � r4O and hrL bar,. tw =s sr 5 ]3 {\ s DB I"IE BAR DETAIL F' i AI rncft Sp0 TYPICAL COLUMN SECTION SECTION A Y /Cur 3 •,1 D[ ER t I n =0• "/IOLK rf/' • !/ roa/ea: Ihta mA.mn&Ic yr a .3 I� I 1\ J I • ; I 11 (SIa o.-ws Sn Do) /'Premn/Md t - - -___•e CJ}•IOD r 'ant frl/er eras, .. 6 33 !r9 3I • On0 CONmn �` (T'prl r I I I�•ro D/ Boas o'.ID d r a m 1'.7'cJr. ShIIr lely T ir)p.[ocn cd�mn) I in +� 7L ' 4 � to 'BII seecr a1 I II i I t I i I i I I, -!'!;a ':m , I , jT/ I Ibr RrN nor.rnorr — > � � 3� • j lAughenea S8� consr.Awnr � I'MmoMld roinr t a o [lev IBSO �\ Jo/nr///AC — qa 1 1 T TTT [ r11300 EIeV 1350 Wv- .er[3SIDE ELEVAt1GN 01 bran0ns HIGHWAY DIVISION I%v r Washington State CITY Of RENTON t Dep6rtment of Transportation WELLS AVE.13RIDGE REPLACEMENT --swrl- 27 Feb ; gee ernANCO MGM"-EEM IW- BRIDGE 35 w.s..� „•..,, q,rf::hx r» w ..,-..a _ }+,6 .4_.k, e 4iR.N.'7�Y�'"fi. •.,y; +. atee Yfe•Mddl►Wcll($ecedW e®O) ) 1 10 G ` _ 9r•.o ia` --r e6O stD.9rB0 •'O ISAfO a enege i 0 + I I 0 a I a {` l.T•(ery sAe/,Key IZY•Mdflle Wa �® I MrtCelw.rnCJ� I I /des 4o e1=0'./2:0 Is•- 6,0, t5 eu 40 O e•.rt'O"!sort) ) _0• - AN it Spa 0 1:011,le, 0. He 33 Ere _ 0E • 'i I I I I ee M(spa wM a/[ell _ � II I III ie �-(See❑l Qor aerorl Set tTJ —� I I I I a50 ryAo "m Ti — !I f f 1 � I • --�___._.____ /00�oceslob 6•.9/'.B• C•n�) ... ��—__, -'�•B�5S Hrt.aIV ee.ror�rl 3a /f. arW los *e/le•a s� Te(ss _T.r O[flagr) ELEVATION Slb✓n/ooAmg ablo[1 on a/plronnD 4TATE'ED.AIDPIIOJ NO. wu HIGHWAY DIVISION i DRAWN er�x- a-es ° a 0 10 WASH BRM-1157(II a t Q N CHECKED PAT p m r, PROJ.EN011. e6 W 002 / c9an..C.R9 Feb.28 19" U d N Y DAT[ IK2161ON APP' AFF[oK9 �T(TT FOAM aa)•0°t ` �. - - s.•sn•en so H!/er s.lzr.m,en,r. R.Inl�rcem.nt� i /1a117•care snw lrer Avcr ft y sneor xer� I _ I •� •�q OI. one I L I t i 7•U'N ShNa�e.'Y f!N Dorm/ For xW& I Cb bIN _1II 1`hY Fwdsr.bn '®QQ sn..r s/ A'e�j cak^h I Ilt ' cowice-tw , eFaWgrodU 0 ,4S,o•cmr. Ir :�}.,.prpt.•/p�kFrN _ i I! ��•0 sl Sll[or Mb' .I• ForD cin •f 10 Y Sh",My . M� 1 1`_ N N •tr �l -- I I ��0 r UnMrb'Y.h AP• �t P 13•® m mY0'.IY o'riopl e' }rlys •b 7) /�1 •// °a rs•I, K o e•. ,Y:o•reuro tecotiew \L •e�J 0 • /rams W lNCA,dee i! 1 See sheer re SECT FO ina-/da.Ouen*'rr•r At,ftvF Delo.l sn.•r and PM Ldmtian fs••orm'noae le Ier bcenen OF ly'9 s3 ri .11ocotieN) et NerMPANVIOCOR or.) -----J va.At I-i BMW aria I\�� I Elev 3Y.67 I IT � II Ili I i o �v"6\!W •rpn n�B 1 'O70NRfM �+noeu t� HIGHWAY DIVISICfJ AdW Washington State CITY F1F RENTON 5 MAP Department of Transportation WELLS AVE.b ME REPLACEMENT 28 Feb 28nfa86 EWRANCOENGINEERr INC. BRIDGE 35.N1iav,.e.ew [tt �rneofured Clone Left Edge ofSlab f� 4� '910G�� i!'-9YY' • • 1 sloe egSJ" i lea9e °f eel _--- --- • I (19j-Loll,) 'Ipn9doe \ edge I . • £2-(•-,-- --- —'-E_ It - � r Read i 1 t _L- - 7Of61�9d'� ---•Ii- Ie clsa'_3�z7'-4• --._.— - eYr, VI bMn_ �I L_-- >fl I • f e �� oran= 'ter rode M1e^or 1 RW wln�l MSS sneer Sea 1 •_ -�-- r / OA_6�9�- ------------ • � n,end - --- - ---- dn ` _ Dlop�Dn.9 (,39'- - 5 G�' aNl•) m IDniopnroDmA FRAMING PLAN - Bepnny of(.9e!rs oral aep oyms himintbnt Mcbt►d m porenrnws•e ( C bermeen ends or edger of rrob. a�Opnrogm,prl T,and cMssbaom -dMs ro e or drepM qD land WO r pert rrons✓erra d/-es•ont r/w•rn ore mws of top slob,edge o,, p m sloe, Q Inter and C/ ,dqe LongAodnol dlmensrbns sho✓,,ora moo / of LOG,$INermedpte diop/soymt(s' pT M a.41,06, 9 per 2,and end or s/ C Bndge See rap5lOb Sneer 91 fOr c tuber aggr I Zad— dAblap/ -� r0�Mldee �� ��. pl_O• _� tl-O• j In IKrOr VEG(✓er1) � I I os r r Mof.N GrpA 0 o m 'nr 6 'Wow.. drg„ Held vaAef FIQ .:L iM� Gg'+omrW n CFWW r0 rep Q 14r sIOG•+M 00" 04 I[ _�.--I Cdg!os sob CNMd B Edge of /:O" Y-6' '-°' �YO• !O• 19e• •=e' Nor Top Slob(✓err)-� �— RC.- -- Ir '-w /s o• LEtlDe of 3bD CNert) eo,fwn 5b0(�lrrJZ- AT SPAN I AT SPAN 2 TYPICAL jSS SECTIONS, snovn louang •cd m sronon.nq V9e10i11 tymmlrr,cW gbOur j Brrdge "T•'8� 9TATEs2o.AID pROJ.NO "•'� HIGHWAY DIVISION 6- , B-N5 10 WA9N ORM-1197111 f C CHECKED P/J I"� )'e NIIIIWa VROJ.ENOR CONra _ _ O6 W. 002 c...,OteT tow- ( Fqb 2 F 86 C)MO . . __ .. ........ .. - rsTE R2WgIQM 6]�'''_/.. uro•a -- tH'-lO' _' -_`ti..Gh r_Yd Ter 1 r . •e • Receasetl VAT r------ 1 F-------- I l i I Rod/o/ernf•nce '1 I !I ' I tine or Pr o 0 1 I II • CIRO'_th') • C-----I_13_Q'7__'_ _--'r-/3_gde� -- I-----------za'12: 0 --_ _•__- - .�.� l o i r vsf I I o: T •. ;D� SrM W' q B 9 e» N` Est " -'--_s - - -----� ILL.-I^t:0•Crry. J� '' i •I C e s Ban b i 14- (I!e'-343•) r- I---- - /d eSi .-H:3�li� I Cs: I • � '-b'_�--� __ rypi n B,ch c Slob • • ` Y I , 11 Or°m Nowr r_-__b1 __ _--_----_____— _--_-__ (rY° ''O•' M,r°Sneef) I I See De + � J 1 1 ,OI (138'-4W) - / _ ro edge of R.p Sbb ( End of S/ob and 11 foP)'f o9m �ffdga Of BOBbM Sbb 4 ever 2 q Poe,3 Bvc.o/.breme..rSeoT B FRAMING PLAN 3eorrng o/(Aerz ono N 4q-35Y1•w Ormensrc�ns encbsed, ore measwec' between ends or edges or slab rnap'vdgm,sfrV(Ond C ossbeom wdInS o,e meosvred nd'mal !•T q of d�oph,ognrz and p'ers9.0 rrons,erse d'mens•ons sh n ore m.oswe0 boween edge ' I °F rep jloi,,edge of bOlra, lob, Q Weri°, web,edge°FSbb, and q b'dgr m T N Lonyr/udrnaf dueem,on• shown ore me01.1ed between ee,d _ of slob,q Inrermed.°re Pvph,.9m r Cwhere pr !fo qU 08, a pV,2, and end of step See Top Slop sneer H/ far Camber poyrdm. ? l O � I N s o i -(rVp .ld,osf slob and web reinf ib as•.q.,red no clew dran hole—,.� PLAN Golnam Hfe Mesn ',' ees ','� All pork sna//De ya'+on,eed per AA +M mW(Krnf 11,33 (Fallen m I A//Stec/sho//De AASnIC MrB3('�l set Ale) mVe" y, slab.nM cvehnstr) 4 2'rna 1 `9 6'rmory Wnge t,i41, h•pa..9•• 31y_ BoIIOm Slobt .'�ql� bold d ro le (ryoJ� /Stu.ClyP) 612 and Angler/onmeromc - afculOr t' 'r'4" - 4he'lPope bfp O/co•eEdge df Slob rlvr) .± 24 .'. Cake It Cldie F,f BOTTOM SLA@ tr ) �! h'ozen°°_{ - SECTION c rto DRAIN HOLE C , ACCESS DOOR DETAILS a, ,•.. s�(gro�t441•' �"rsjo,�g� 5ee 5a nom sae sneer _o ro' R'e,nF aefi.lc - HIGHWAY DIVISION °: Washington State CITY OF REN70N B D 1 Ti4rt i): T±'rinsportation WEL' ^ "'r BRIDGE REPLACEMENT 29 K Deb 28.19ee e/� -E11 jNC. �- BRIDGE 35 a . cur /•O >!i end 1-4!3 frs+t note/•llO "Is °�er--��� N T JJd 4fT a•S ve 1 f r V 00 or eoce Access Oaor .—"— r0•a KU neOr 73 ,( T) ,!•S® e•4SS,oad areodl 1ss actor~2 4 •m 92 • �- 6 Sr`'Sera of ! S <e for (( Ian aide '-7 _ 7 ant n•'w(a-o'PI,c SafsJ Vred'd9a l I �� 4.5 44, / im 3ors 1.Y�' 6r' }1�\�lsleT Ye �DIV'A�O► D '�.r•s®K/ss Dea•�l_.-�� fWwErSIN maido (YA•4 'aed •' nis 4T 4Aess Don Typ � W I m ��_—t�--_ Ts�NIO rnd•N�(J 5'4 I�:u � � • IM syice ��. . )p rw w D 3 I< me ��— .0. ,s el l�cxnsde .� Q 2a�s .Face s�N �r�_-_. f iv/ -- � bsi � I • I !''f. roN�� IOls oM3l'�• ) -D `__ �: ! '•' ' -1 r _�' BOTTOM SLAB PLAN � _ ro.D-o,,n°le nd nero.l,s 191 ren°(5 rr)EOc _ A-dpr 5 4o, • � 4' Lo Sooces f i'.O'. rd-O• K Siaces�s'. !0= � 2e3 1f5 4115 117 SOT�4 fl' 2 /D 1l 3/ Soli I I •9 ew •O Ifl� •4((Re.,f•9 I/O rm � ,4 ill /�r 2 WT `)5d0 I I I I I ill I I it I I I I 19, e s 7rN)r� 4 5 ji5 •1.5 _-- R�w9neaeilrhr�u�C'ry�w�-1 5 � r �ts Stl •5�'�... __-- •�y ggqgqqqT�'• •S 4l (r�weyr) �r3® ��•! 96 r �4a� -I 3 9e 29oJ l .5(1"� •5� (R'P) (ryp) '. T�i� 6 92 dTw e5 O' i �) •_" _ •s®InnI SB Tyn)-�(" ��/ ',S ' I)'MMs) O —•5�.)t rno) •a� (rra ) . .1/ Tf e11 TL. I I . ( I_�I I I I i I I I I III I i (r�)� I � I I • 13 RCs oc d� •rl Tr ) i l See lour •// T4 I III f e l l u l 1 . Srr,p Deal I — ��t' I M,ssMITT (^ �'•T ../.11 y Q�.11 Ta II �II �II III III III II ii • ®ar •n® I I I I � I I -I NEAR PIER 2 •a BD I rls'l�snoeeseoera•.a'•T' r AT MIDSPAN CROSS SECTION TNRU SPAN 1 L 3 p STATE FED.Atom1, 7T7Z-:' yys�yy�� HIGHWAY DIVISION 0 044 4.I DRAWN STN 8-R5 •r °'10 Ws4N BRV I 'Q�1\•6 h h �ECKED 74r a-Ns 86 rw 02 •••�-�riiil'\�/1 E6 W 002 a PROJ.ENDR. e°ei.scTfro Fe Ib 28 19BCe °� --- DATE alVlalON � �` OnT SORY E91-a)1 r _ �rarJ/ IS side e N I 3stR Gfa•ac D I I ❑ w ,Fo w I EP o.•O'.11=0" 14' • I i lr4,d•Pd Cl Of Po I II s/I•r t I ,do _Z I i BrdO• _ ���— _�_� 1 •B st I� o I ua em I IIII I •,l )Y i• 8El I•• n I p' It 1 I.a® I �,� I •SM •olrs •_q• •S K 4• •r d.s • �{ l ,neww0 I✓'a� �—�— -_ _��--- )5 seR�10'1 �!..•,=O'(S(irh)!pM s/dlx N BOTTOM SLAB PLAN '• /e • 1pt fd Oroin nd•loc Onpn one OereJ,see Sneer a9 �E-Mrg wtb MIR I1ppk 6o+nl 1.'� t/S•�!•w U!•pOur srr,p Consr Jdnr _ when pouring bdro,n Q rop o` s/Ob- RemOr•beh>I�1 '— BonomSly ppwrint web(rrp• Q` %•I�• •9 Por •9 la '•15 •5 Br .9 ,� •o�P POUR STRIP uETAI! SECTION HJUAl11 !Span,on.y1 SN Top SbD SM t1 /or no 4 4+det tanC.r sroe sre•,and ' •9 tor('9 Rp snf�uos nor.x/r•.vr 9' r N .\ �S•• Crosi section or spoor 'Crvp)� S'`2/ ,Ss /r0 �p l`j •Sllt}3 i neur HerE rs SMer FOr II I I I� COmr ^ / \ j Cong�rudnol rop Bors norshown Jdnrw wy po,gnened surFoce(lrpn-- - c rP •s e4 B 9Q(r ) (rrp l_ �, �, �, •G ''rr3 aoh•rs •d G'II Lf •5Iel _ II•9` •B� Mcerse y. I� 0 p.�d rr Fr[ Lr• CrY,, r SOOC• • no. ypl as .e:ooer e:l •.r -G ' 1:a�!' e • i Iw'. ✓/•ll � ) fir— I:4A.S= I' CROSS SECTION THRU SPAN--?, / h n •2 0 'Q.��.�6 �•'u�an. HIGHWAY DIVISION Washington State T 60� CITY Of RENT�iN Department of Transportation WELLS AVE. BRIDGE REPLACEMENT I __ 30 Feh 2e.Is86 EN a TRANCOENGINEER!,JI ._ BRIDGE 3s wra ovso sfLIEWE WA [vEPErr.WA t i ±< Sex d !•8 LD I• It/ rbP / O'.I 9.O' CA/APrnOle tPp<E#) - 1®files®� i1• IM•1'SAlferrro[e JmA<�eJ-- tle sex 3 5 I KJ of lM `l4®� � 4 I • e e I P I Y V � T O p 1 ,5.•SUM orn e"a Al M �N �^ / �-mil' {� End•bl�/ W y oq TOP SLAB PLAN �t.d•So L4 •S J wy< n°°1e'PFspn 'g _ Q RIr/ S t f P Ir 3 CYrD icp OF S/o R oFlN I 10 Sp. o1s=c.r"' 1 CAMBER DIAGRAM :.wnOer.noxn a repwred cynper:.roT ��• aeod loves •-*rnn pnd snoado be modrF!!a Dy roe o- OF rp+Y.yy r .'pOIPd L - CD —_ —._ 6TATE FED.AID PROD.NO. 'r HIGHWAY DIVISION m DRAWN sr V.Z 8-05 CHECKED Pa I l/-eS me.u.n[+ I.\ PROJ.ENOR. 86 W DO& NN — -,� DILT.ADM,. _ _ <ostn.c w Feb � ikff DATE REWeION !V APP [M/eSpPCes) Y I9Sesl of N5 IED r l.a Ir/ •O•.NC - , ,• I a 6'.109=0' �— --_ •9•a IO3 Bor•a,e4-=0" O f ltMnon 'Srsl<H/ sae sock u this Sk* FOr ibck°L'P/n Sb! e ql /eltl e•. 10l-e"( of Qlre gyro 1/ iML9 llg im'•6 lls Z 1 9=B' r.Y•B Is -fM'Cocrpi I 'I I str Of —Y —7• p Ir ,. • Pa ) �— _ �—J as Ya 915 N ��-- I •S IEI rE Ir3 I I IPE •g !/ I..bd•6 ll. --'1i Ad-9 //P 10•4'(•i us )_ l •9 /ae t I ¢i •e'.//=0" I:." •� End 9 � a' - s'- £y.sl•9 II l•9 I06 _"� .S lsb .B IL•p aB'-w . � $77 e l03 6 1 � P♦ Oe 9 1 p I I �Ip1pI .e •�® -O'(•a �)'r - ((( I q aSsenere s sof[O l:o: At~,,2 and 3r.d•a® rnd•i®� i 1 ,s w eRlara Qow3 TOP SLAB PLAN RR eFCurb ReNrn ``-, •e I/s _-s rape ;zs -.- Cwe Romp-- woear I .�COnSr darer --/e Bndgesb Q - N I N n � y b� , —Blocko./r M sbb Pat Y� � rq'-OiICurb 0-.*vap •5 ` PLAN � SECTION Q Rer i curb Ronq' \ `J rop of SNewWk L_Curb L.ne i rop of srob� \ —rep OFSzb i } -r. stoy SECTION B R rS. Bah SLOCKOUT AT CURB RAMP C Cur b Romp ar n iv(p.'.r.,Of B ,OU On+r+ /}is! , • ^ HIGHWAY DIVISION a. �0 �' xaSrrngtan State CITY OF RENTON 6 Department of Transportation WELLS AVE. BRIDGE REPLACEMENT 31 - a ogWCOENGiNm_ Ss INC. BRIDGE 35 M, EV£RET.1v1 -- ,y �n Ia AIRM online.(ryp) � � •, Y I !;4 ' f:0' • fr=0i1: =0/r� d f 4'. Y.4' ow, us f f' !-!' s5lo ff• YC )O f'O'1'� !e" I 3'4i{ 2a s!n o! �•s�/!•s r!t r_•! rn t!Sen of/•s 19.5 rR "1 SECTION THRU CROSS BEAM SbD Rel"r nofsM. for Cbnly O0 �MiapR � J a w a r:4'ao rlo/e a a ayw ) c = �For RURrre unnnes e!'yr o) (rrller Y Y WS$ YRYqua r:v y t'o' ! of Li v`r-0 e. of r:a'• p:a' I ns •a'.$:a' rr:d GS flb'• 0=0' r: [HRosared/bwal • O � 13., '� tt /t•S� 5 77.8 laep roQBrvds,ei 0 e ' ardt ro,onn 8) (r)p dw A'vjc) Eadrsrde!'m—wh 0 A and C) EDIAPHRAGM B DIAPHRAGMS A AND N SECTION THRU INTERMEDIATE DIAPHRAGMS U •or OrnrenbO,s Olong a 010p rOgms A.b.eC.SK F, ,ng Pro,Sheer ev /de PN a nor iN✓n tar C/or," J �Fj( 0.��rnls symmer,co/oeour Q g-,dge STATE FED,AID PROJ.NO. "v� HIGHWAY DIVISION C M D DRAWN es BBS ___ 10 WASH BR • Ll 4 `�45 ❑57(I. Q ,¢C ��4 CHECKED //.BS IDY xUrYF� 0 ry'}}yT PROJ.ENOR. 86 W OC2 Wa--, a F w DIET.ADY.. cos•eYv xo Feb 28 I 06 0 „ :f"—'•-- OATS REVISION 8T APP ,.rrRovw f)AT •CRM f]I011 1 j6W 593 Wells A Bridge F ,M sAa6 Me,M O r: � N Csea sneer al ) 't '�-�� •,© I r.Jynr i7 � W •B Dt--� 1 _J )fie 15 •F � D�� g lt! e3-s'i S TIO Q IiNrY rspeB G'.B:B' a• no slob rerr rsve snaerslr!)� !M'r,oer i i • Q � 1 � I SECTION u a W� 4o qp£ S PW i Niar�. Nl.nrl e � gOFw bq•nrey' _AflJust tpO OF Rap lIOO �•qB•' q W W W fS � bon ea/!e'd)b J.lowelt stmrup payer '� 41'Flle1-- '' �� � I 'n • I• Cbnsr Jr— 111 q I< q Adjust,rpo O/6M ri® rM101 d nyTOl_ rVol,bad of r<pV —Cpnrf Jo nt •. Brrep!) o prowde ir,rrup re • Aon9ar J 4'-0 RAGMS A AND C SECTION C sty peA,y a� SECTION T7� 4 'hsu•a J HIGHWAY DIVISION TUN Aga Washington State CITY OF RENTON 9 -,/ Department of Transportation WELLS AVE. BRIDGE REPLACEMENT Feb. ze rpeC Q32 \\•MOytD ENMq=ENGINEERS,INC. BRIDGE 35 v �.n ar.oq• moo'-•M." — -- _ _ ro'-yae" -� 2-t • 5 ftm s,e•eq r/oie for WM UM •W wftp belF < rYP.(Ae Rrya A) lnwoW rbperlond MloRY OrM hlllln F /a'CaKf •'II)n 1 —� see sneer ti Ae. I I �— —i___ "ro"c K rnar seowry •. V Ike, I� :) , • . le'.)a=0• �- [• r:0" /s I IrAw.uto• star NA Syff- /s aK.•r:e".uap• ! r:e• r. Be $ON PIER I E ON �p o towing Aneod on ironon,ng on y na•mor ro C pr•- OYF�q— Sloe aer ns rrorsno.o•' F.,Fo�cia��r.. GmenirO�i anown prf'�eos�rcC or bock arP.w Ts.rt SC _� rple A bttO n c ft, ne ,, <e„ Sponge r,o _opernng eereeen .carer line ono ft "p,n or.)p/roym Cement sFuveye ,vb.)er m concre/e swfoce a Ir+ose rc ,e'-a' 0 r!OQO B�O[kWi/y� CVrl.emenl Sear) ./roper Bwotree o on o hte0 W CO(W' /=Vera nee K.-UoRrtrrM- F 4 G'MnlMcknODfrj}) f (tle.breA) ek I I I •s(IDW i eq asse( f 1 sn.�r sat J.. I' w� mrbn Skw soq ea("D)-- �- Ne��dsirr_O'toSbAW � _L_a^ — �.,_.—.._._ Oee 3t tifcbs,oe * (spored r'm •♦ a!))---_�—� PIER 3 HALF ELEVATION LooR,nfl BOOR on sronv.ung arw nbrnwr/b G Aer S r06 a!•nI npr SlgM .or Clon ry EOQ10/r3 iyT/11l MrpOr Oepc/Q Bnd�1 +1 Q j o y3r C ' sort reo.n.o raa.ao. HIGHWAY DIVISION DOWN ►ivy. e.83 10 WASH aaM-1157(I) c4tcKsova r` tier — IS a taoa aMaK. Bees w ooa Flrl ' L.q• I- • � of ILO�� •O iWT) 4C°ro ebchov/ L c Ap M Sbe<Y ♦q©� I f�AeesLhNT Le) �eCIO �� Iy�If OIltby ♦I® �q® OILeler p.dN'MLid � /Sef OfM:IO J yaR<(.Re�4b, f I �(FPf 1 a bI® _0 LAM xa .N ♦q �Ni CfLr/MIOIdM bInT � I 1--"-L�® II • ayer MMn arep Oe/YeM l: ♦ ' ee Ieeylralle MI p1rWM Fllhrn Woher4M SECTION �� C'IHOY� ,ma's/apT@lo" reeegwAll M {• w 4• Ip"(Ryq S)rplllT SM MpeR or Nl+el l�n�s L DETAIL D rap e°ra ghoe aR epeRy <gohetl `Mr! !Nr! ♦q Rp SbeIlNllf Slee Rernf(Se< SheNs W 8 ISI G B ^�,' I I I'MICR P M OldLd doOem Slob Qtn s oii I I her Maher lele ♦e IS! i� •� 40"t"I er(rur bnOM) I ' 09 53 I`•TConnnueps SnHt 21 ) —�J SRw•RiY i eq SECTION _ SEC710N 9 HIGHWAY DIVISION .Tp�fr Washington State CITY or RENTON Io 0 Tr/ Department of Transportation WELLS AVE.ORION REPLACEMENT F<a.:ovto FM1iMICO ENGIN I 33 - �_� �;e,cw:- ---- -- - BRIDGE 3s g Pull' n �3 p e d H mx —Ypc cDl DUMMYBp� Janh rn✓derOB:&6'n' n See secneNr o �J r ) Sneer pr 9.4r l p� i B I ew nT n�da�a)�Pr� c Reod I /w ' dyM�N/ I $2,WI GCS,PW ASlpp• P1e0 ped !¢ !• TyP IS I-,So.Semen or rU O I Bprr or On MOri Jo~& 1 ' A B A FOMIrf 4"0" �I .� 1� BOrrIK end AI•r r1 -nh§ � e �r �"" Be••� ryMB SIDEWALK. BARRIER, AND RAILING TYPE A LAYOUT pn9 e�Rtl ror ryp!B wntl c tpyour,See sneer t] some.Pw+gr- -1���NveO rn,mer SGe�oIY �? I Dint r/rer R I H' TRAM IT! N _ r,q•,r:3• )=o' E URB rw 4"cu" ^_)4,0 O40d!oW J9aer Use C enr i•3f.44cr) B•so BB rP) arrly wbtowrsra me ror� if�.eeneQrOA)v*fl.iO(if.) 9yf7 B6 flfl {Ped Burl97/rN 11 BOW1MSECTION AT OPEN JOINT f•4t.99 Cft N7e.77 Ceq IN BARRIER PANE:Auonrr f oc /htl Pill P. G IF li. Ro,nn rrpe/ � U i rSK pl9 b��a Hri ' u Snearl .•►- 1) I f7!'A 9E5 ' y!`uwmrer Oereretl a'Mr. •v ro9 iR0'fr ) `1 '' rryp) •I Inb form 'R"3'glr9rB w Sro B•sr rw q•it uer r> y Flew ry BOWarK •9 r� =0' Sb 9•3q 10 9•`9 (Ngnp '� III RO,bg rp A ff rd Ioolir T,M x I �I / �rf wn<nor folr y Oln II ry Iry"ossorarho role 44 slob. + JbO ) _ f- , --------�`---'� QM r Gros—� c sree/ � •.�l}�Yr�')far corner) I fC fLlrgt QI •4�Nr Garner) I w p I •f r4 (RyM) �� •4 I • r'O Or NFOprMrl e r10I.IMS rand@,end re M or bu-s I —�Cbar Alf •4 f/(S e OrnN) _ olgow Y !w be Oero'mmetl byme co+rrocbr ' l4�fr:o'Clsp cow �!!O-f p) NB f�f Ks) ! O Iron me plops(r0"Nn sy,re> i m N f a!tNf.taf. F •a I R 1 Or-O'fl)P,) q Iv'Ndf rOuno C{y'µyr AywM 3 Gip Onw.e Grp Orobre SECTION THRU SIDEWALK AND CONCRETE BARRIER Ae SECTION THRU BARRIER PANEL _ SECTI NS i c !^ 87ArtPfD AIDPeOJ No, HIGHWAY DIVISION DRAWN orN B BB 10 •JASM BRM 1157111 e MtM xi X cMAcfAD GAr' r^'er fB 111002 i S PROD.AMOK. c OIS7_A M., cbr.mct ep Feb 28.1,986 � � -i y4 r _ .�-�• DAf! RfWMAM -_. _._�'t::P' Arreonp A�OH� � tryp.Aannq TYplAA'deNJ .�_ I^Oro Prow f ryp 2 co Holee,End PoJr i For Connrcnon h � I coot dornar)� i Inrerm PoJT �A%d PlJT or .,a/!fedf Is.n.11trcd:wee) PLAN lNow�' TpfF�e Ro;4 nOT JAa✓n I� I M�Pao CnP) _ Can,. 10/'rrOr brrier rbM! na I - • Ovs 1 Or.f: • 067" Ra.I A � �i feahMh J Gno rbMf t i h•W/•;/r Sn!!r q) 1 PwoHel fa QpOe YHfiOa/ r- <ryp.of 11b.ly f>iP aE JbcrJ Borne,Pane/ orwr salusMJ> Sernpn er ea�Jr S"4 ---� M•r GI -ID - 1 t T 1 ll �y L 1 ewnn- ---- %'A 3&3 blr ` oewred s•rEn. Top or -— Into Ie-nw AnCnO,IS ,J•� --- ---- ----___ � __�__ flPr Eha PoJ f_—_-__-___ P J4 nl•,m fbtr AT TYPICAL PANEL AT END PANEL_ ELEVATION ¢ Po,land a Angie ones d•pe.d.ngm,cn I��}yng r'ype B I &afrer I fJ» nedf J,> A i Fed AbJ and p�.1" eab:r•r �wnomr•• P'O.O SM RPe Pbfr 'ty. - '` , �� •^ `Pea Aau I -P'a�i --- 4.*.ire " j-- -, ,(--5.,,xtiral n,!,n1-� ¢7•'A325 Golf L Oo.e/ad•YI.n ro eorn.r te's = Pgel t ra, I "UsI I Aar rrpeA Ir End FOIE hOFIK I � -�{t t I/• cay.«nan) Ao,"� cnanne/ SE MON — - 9 � SECTION 9vne 4 N'.P'e4IId+ it TPfthd f1 �e Head r W ue,•our IO wfarody)�.� p N _ and fur Wrnlr Born s/de AI •I �..� I ! 1N - a Wsf !Chan f0 Pbff)µ� claffs� - , lfTYC1Vry,nay •!I@ tco,M,U it li �, Stvcruror rubny ��—1 ryp 4 MWa•r ` e.•/M,Cc-9 orneri) ♦ .._ par lnfln..lyr Mr 01=0•f TjpJ) .-_� cerc ✓ Con•eMon le I p;T• ea„re: cwoa F ed)— 1!'ndr Hbrnd TVp eOM Y 1> _s�ea�lr� SECTIONS THRU RAILING TYPE A SECTION SEC _ \\HIGHWAY DIVISION .w. AW& Washington State CITY OF RENTON 'I 22. 7i Department of Transportation WELLS AVE.BRIDGE REPIACEMENT Feb 28,1886 e4 .rwlovfeEMANCO ENGN97r, eRL£YUE'WR E��,�rr.•,. BRIDGE 35 c:ry os amnran � •� Nr � f — Bor<ar .Herr 3d ai9d N D I 'A q y• 9ps y II JNaa 4e •Wp} NN NTN VSY1 •4yy 1yry y N y f....-.. -- _ Y O wTIV v -5wY9%�PI +O VLaA N Nei} YVN.• T W�•• Vj S�'•• •Y�Vd TI'Y. 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O. @ "' I ♦. ,] O. o.o a 2. uT DF cawTtl[Ka VAN 2 i tM TPMIS. 8{9 S I •. @ 0. 0.n ). 299• 4 ;La) t0• m•IA. S 14 d♦S TY TNM15. ] !S• s eErl STPUT s la ". ef.w i li f'♦o .1! O �3 O. ,•@ L/ / •_•t_TYPL as 86v n o. x o _ 3 BEww : 12 Sn m lag w ] 11. 10. f0.0 2.D @.0 M • D. F•--B � VT ,LwAN- 1 w • ,. 0 t0. 2.0 P^ 2• TYPE57 ; /O tl/• �. D:�. R .uT � 3. •e.. mow, w+�. @T.Lrt s ♦a x. i lD. vn, D]PPw. a s tP fR le e, �a 3. �, //0� /3f♦ I n. .I.M. c S w sR ! - T• TYPO ea , E•O nw�. a TR w ] a. ID. lo., 1.5 1._ x •. c s. 3r TYPE 90 / 16M el caw, f 18 x :f {. 2t e. 8R. ev oo Oml♦faPww,, ♦• •♦ :wO 1 a• • 2 T �OTE t3 60 urnei/nerabarciny wboreP ohn rfhwvis J<hlaL.nf sGhre@/o/yb ac dA.f1n'TM) Ia A �/S. 6rwa{f to •awr @[•T PIE. t • a Y IL ..0 12 �R-. E. Rain ferNnpp !x troffie bacvhn is not shown /n fhia Bor 4iaf -.T• 5 T '�' f dve Tfoflb Benr-io aANf. to n.n lD u )t i fro oiw�sf, i >:ea T 2 z.n t e. a o.. Bend kn fronavenaa bws dae 10, crown Cwad fr'ena ]E>O ol4.. f ♦ x ]n 1.0 'T �• 110 fwus nef basn shown. Thane hers sfw//6.bsnf oa rrru%r+s - D1 .D 'a R' `> fo conform rb fhe confiyurorion of/M co',fury END O: 1 12 3.0 ,2 ). t6 @ERT .15T1 ] ♦ 8 x 4_ * rnd�o4r number and renyrn of ear ro N obhvm.ned Or the cpnhactOr from rA0 Plana ApFiC�IUEA P T. ltSa •mac IC f•PP IIP a 8♦0 RS S.0 ♦ O. 0.0 • Awnc MMIE@ a \. {S S.0 ! >. 0.0 • T.6Flc @.MIQ a 10 CISc T T.♦41 • iP NM. • 1 - . OONT 6 T.RFF, @MM. f t♦ R? 3 R.0 a 10. 310.0 0.0 0.0 CPMA OF 14KF. PMM. ♦ I. :O1N91 6 >11Kc. PNH1. • I. x • 1♦ f / 9J 5 9. %a LLL ' . .- '•i o - 4 i DIVISION Of HIGHWAYS AlkWashington State CITY OF RENTON �2 7� Department of Transportation WELLS AVE.BRIIOGE REPLACEMENT SwfEt Fab_28 1986 a ENTRANCO ENGINEERS,INC. �jj()Q[ .Pp P VNU Vt I) @ELLEWE WA EVEPETL WIIr"Fr - ENDING OF FILE FILE TITLE w - 15q3 We ( (s Ave - fr 'dje l�tt ( � ty Engineer ( n9 r �ro�e�