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HomeMy WebLinkAboutWTR2701414 W-688 LID -324 East Valley Medic a-1 Short Plat 2 Conduit used ONSTR_"" 'ON (Cont.) far all roadway ahaLl conduit be 1 11 aichis pro ect 'hall be shall be JUNCTION nch oz large: as'hall red by Code.le 40. Mi p_V.C. Schad ni BO and all other C1'ION BOXYmum site of conduit <ML BOXES The r ,,_.Contract. tin, eP"rfidll Provide and in Junction the Plans band sshall on rO id d attached and SPlaaa,junc[ion boxes of the type and at the nstall ' Inscription 'hall b on t he nCovera oof lthe Junction CDp Dea^ed B as indicated ^ boxes shall bo 188 standard pla0. J_2 Letters of the above shall j5�„ or „LIGHTING" indicated below:0 ' The junction box located rise above the cover' p surface. t�' feet. shall beS to minimum of Iof t foojunc[ on box eh adjacent to the face. Pole f nd the thin a he er E tt""of the juntt ions Perimeter e ela sins ident al jt° cost ibf chedtc inch nction ethf thickness h slab ea eratd no further shall be boxes shall be linedjunction box. Coat Ty her compensation sohall ebe dmade ids al with htht iinetallation nches Of crushed d[he box a^d NG cost of Of The Ratea and trenPriching and backfillin Shall be conduit runs R ®hall be n the Schedule Trenching for con Paid for as shown i ed to Out on the provide a n foe the I or as der No work th to be less than directed by dthe grade, designated Engineer a hand and the deP[h tas n bot tom inch which is o all be covered until B neer. (In no case called1. shall b filled around the til it has b a free of been e be hand rocks ter ithan Ind duct work lto d1 btl Brea the ongineer. The earth The terra hider dotmoar meticulously eo two inches lu 12" in depth, and the trench shall as to obtain diameter.of fThfa inches over it The it Shall be al] be ebackfill ed ithe highest daasity tPossi shall ' is db 215464 Other rutilities tt het the do On tUt 10iry optimum ^a ing iform as evibrato to ry P�tor. Any belong to the ter jl Syurs befnre digging the Contractor b end emus tobehre Isad°8 u[111[1 as w31�e_Callks tem. Phone number before cow ' n immediately, 11 brepae emuatabeiinspe of ' LD• IDENfIFICATI_FOR` ' The contract on ea or a ch light hall supply aua Seat all mark a Parent file area ele hehe epole facing tombSination°6 5-digits and jettere t ley era or ere styli be g the road v hall be mount background. 3-lnch square v0gends he,, at the Ith,go[hiweatc�holdand black 2--inch Poseurs Mounted oat' ' I.D, number will by assigned te R nd on colored Coat for the decals eacshall be considered n idh Pole at the end of the contract. ' ered incidental to the contract bid. u_A�Tx 1 All equipment furni Of One Year lowin The Contractor jeh hall Reaccepcance by ache tClty against component failure Purchase acquir suhimna sr tno Y of on for a Period Purchase acquired by the city any material or equipmrmel trade prat tic a aip connection and/or he FIEL_-TING Before final and gr a Contractor -hall Ound of ac each �l intnde cuitnyafau ground).,,ea ad f�hctfo. nsulation field resistance lnata;lation for to' Perfo n8 these tests land bcorre cep shell be Operation°Petstanc as specified between syseast lng ts SPecifi,at ions and 11981r reation 8-20.3IIls to all the be in l hall be rected dPaid retested. eth Costs for e Contractor, ). accordance with the Stand ard dard The Engineer reserves htgive I Final inspect ion an Sc fight to inspect thManufacturin Engineer An'ire sins all Gaol materials Setta�lequl at a been tc omPle completed aria!ovill all 1 fi nsta alled p,rov befo on the AS BUILT ®ant must oe obtained from$then$ t work done shall be r c d as evhI ' 1111ao[eb¢o Q sP ation tduzin CIty sat e Installed One set of prints ahovin o th ease ntil ae-bun htarecourse of the Work work and shall be g lta or accepted by tFine cont he city. Contract payment 1 MATEh1ALS i0 BE APPROVED i Manufacturer 1. Street Light Standard Z. Laminaire 3. Conductors -- 4. .]unction Boxes 1 5. Conduit 6. Fusing and Splicing Materials 7. I .D. Decal Mark for Poles 1 1 i 1 1 1 1 1 1 1 1 i 1 i 1 i STANDARD DRAWINGS i 1 1 i 1 1 1 1 1 i 1 1 r 1 1 1 2� 4 c•.e a "y�My�� Gaaa p SO4) � C 1 � I 1 x £ anht qa i 1 ' 1 1 71Da�Catch SOS,, I y�.t 1 Pag•VIt �'' Catch bas I —6o Basin I R^HW 10� $tGnyard Ran No 54 t g'ra' 1" RADlu5 MAX BE UJ CO2t-A C�P. EDGED {� + ;6 v 1541-rT EPP, j{ 4 i 1 CITY OF RENTON 1 Et. 3 WEER ; NG DEPARTMENT DETAI L TYPICAL CU EGUT-TcI= R APDgpVEO 'lCL SNE6T OF 1_ cwc (?J,c s DUTTaR r -- 112 %♦' EXPANSION -J MATERIAL JpXitl � %! EXPANSION W MATEp4l r ,�• R AT JOwTS ; g TO 9E RADIAL W �ME LINE WJ(TER _ I r m cum 1 I/Y % �� E%►ANSION W'TCRIAI- I M P AT J00415 SCORE -EMS __ p r ".T11DTM Of SIDEWALK II ,N I r \r / IR %9„ E%IWNS'ON MAT ER,A`_I/2.,X 4" EXPANSION MATERIA'_ (�— /A, R AT JOINTS I/A R AT JOINTS r PP r q'/TT SLC=f /2.,R 1/2 itppVEMF.NT AS PER PLANS EXPANSION MA'ER'�A'_ ` IRXSRETURN ONLY 7 N cues r Pia» •�cNJ>P,. =EM CON: BURP• GUTTEF T PAIEI/ENT AS PER PLANS A` I� CEM CONC Cup/ B rSLpj7 ERD R SECTION 6' r SECTK'N A� A A GUTTER, TIE JOINT SNALL BE N CURB B B ►C S Of ALL uRE C GENERAL "MS K I!TO eE PLACE? AGA1NSt TIE AT ALL PT K PANEL / PLA FEWRTN SIOEWAL YOERE TIE SIDE WAL MATERIAL SNAII EVERY REMEN(S Of CLASS C0.0 JOINT E%PRMSION BE PLACED AT E TD THE REON LL RETURNS Alm IYI%U OR lIDEWAL%S SNALL CONFORM r P !MALL BE ! R" It E N T O N ONCRETE I O f THE C CITY woRPA THE MAXIMUM SLUM YP Py.lit p A•ARTMf MT r TYPICAL SIDEWALK DETAIL ..+.P�— IPNaP— M r Standard Draunnga Page 223 va-iable Private Walk 1 G c 11 Curb i Thick S n 1 ` Both Sides of Steps n j a Property Line 1 — -Pr 1va'e Walk 1 C;ty Sidewalk C Curb 1 A N Private Wail 1 I / 1/4 S10Pe d rs `f 4„R It 6-a4 B � S E C T 1 0 N GENERAL NOTES : Steps shall be 4 '-C" wide , curb to curb, Plus 1 6" curbs on each side. Cement concrete shall be class 6(3/4) trowel Slope to Ora in f in i5h . I Number of steps sh ail suit individual condi- tions , with tread and riser dimensions to suit the grade. po not scale Risers shall be 5" min• 7" max. , tread shall Ibe min, ill max. 12". PAYMENT "Cement Concrete Steps" per lineal foot including curbs , and shall be full compen- CEMENT CONCRETE STEPS sat�on for furnishing all tools , materials , equlptment and labor, including all exca- vation necessary for the completion of steps . Standard Plon No. 3Z 1 ►R AL T-�NA�_1 t( I XMN4pq .6` JaNi �Y 1 �r4 �0�4 1 �-i�. EX PgNSION JOIhi (iYp( A V'R CkD4NS�ON JOiN7(T YF) VAR EXP4N3I0k VAR jnINi 't( \ 109 MAX SLOPE JOy XO"JOINi 'CT' 4 ,• w ALTER e, HATE 2 *O• NER4E NO7 i �'w4rON JOM(7YP) �E J0/N7S shol it, `•ttne t�Enyi^Nw^ tnl aiR�1' w I �EaRES 4R Potr�RdC�m ea.El i•4ND4 ■i M «rOo R E N T p N Nen.'� r'ar 1e1 n IMDUSTRIO CONCRE7 Py��ic noR EFA NAP.oliltr/b"AP 11 Mhh A 0,1 Shop IG C NIT NG( ,*D y FR• A £RS 0R w i I ACTE�AT_�= 6C fKPANSIQY /plNt(rrP) I ,'`/+` -�. � '� :.,.) ✓DINT( TrP; EXPANSION jDM745. ' _. ,ti'..,.•...A.'� I R. '--rxRAM+SN ' .IaNr ..•�_• r WIN FRONX157 PAV[yE N71o' SORRY SfCraV CU77(R uNE ITrP) tEC7�=' OF In .r..YP FAV R/V+No A� fxPgNglCW+0R17(TTP) LIP FINISHED TD I•RADIUS ALTERCATE-2 .. I V EXPANSION{ xlxrT frTP) �t • ICENERaC NOTES .001Nr2, JMRI• • .1,S•FAx•t I q \W1HA0q rR• ERpin•w N�Ar MATERIALS, SRAI/wM •►•prr� \Y I ,O'NCRF'lE, NWR sc oily� .•ti r/7)w.«N�f CITY OF REN7"•"""• fNCINEfOF DIVISION MfASURr�ErfNr,Fy• 'rrMl RwµWryM n^4a.M. EP.eIr qr wr STANDARD— ParrfNr, •pww» `•'P�O•Ak*w* CEM °iw•+. a.�,bl•, � �)• `Vt ENT CDNC. DRIVEWAY RdrE I GR+yrrArs ARr Y 0"M ra INESnAcx, A)prKalbaRrAl•TNMR VRAAWWN� cis DATE!'80(rlrOJ APPRovrD Ui"rr-'� lip r y�� q TE'4� \ 09 F V4 r r LEgp R'UB .. N .. r r scaw r 6L EYAT�ON °A Mow NT SETA/L SECT/� �' ELECT 44rrrri�L r �7TE' /R7 X r- yW,*C7Z' N � STA.y ? Tp' aca. � CO/Y'9 MASY ,LSCYI7 .tg GCIS$ROA CIJT/,/SS s+o 7 T4F 'W'v�N? .r ,rrrr� T,� �OTp arBE.cq,� crry ''AYfM �Lb 14' AV C�V6i9 EIYONEER� D/Y�SjNpy r NOT BC cav E ESSA r�cT MONUMENT CA S COVER SE DESirri DRAWN -� A►MIOVEDA '� DATE LIC WOftS DIR[CTOR-YL r r r A � rCAST IRON FRAM OLYYa;C FouNORr E AND COVER r No SADS OR EQUAL EXTENSI; N RING C 4Y SLON N0. -I EOdA- A r CAT•CN BASIN r STONE n cT GR4Y No CAr CB- IS OR O EQUAL 'C�p'U'�R��B.--.a.F.CIINNf_LLET GRAYS-TONE N r No Co-, OR r r r CITY OF R"NTON ENGINEERING DEBAR THE NT r 5TANDAgD CATN BASIN B CURB INLET r DaaEn.e AP Drawn AG DR p.J1T-RO FJo N. CnAYAla Scow.Nona on STANDARD r of i NI i.v.4\.'tY.rDrt�w IM nM1 �IYY NR Ir[.fAtlYn WN IYN n YUY n n!YH u w rm .n �NDA a weius 1 ' rIAN \11.1+.A.W,!Y � '� WNN IOIIRn0..Nit RVY I Y u<ISs.YINi(M.� N. �My[tr Wry\u iFl:.w i [Ma Wy.M NYIN Mnl' I.tltU YN,.�n�N Yr t i5 nl.( !AU tl IYN r. �twtrry UN\Ui Ynr N AtY,nYi �D UYI. IY'n4.M WN Y.r1• rY,v»rnw(:rn ' r � wun.�[�..Y N•mt Y\iY I � IGul..e �twtrn AINn.r [[i✓:a�tw <aNrn .i��'[MFnD M1W.rN IYn.:.'!• •:(ylFnD.W Y WN��:�� tly Y{rq.w IIiY Y.WMI ELEVATION ELEVATION IV GATE VALVE INSTALLATION ' WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PURLIC WORKS CONCRETE BLOCKING SIZINO PROCEDURE Mpry N u n•Y ru.•N�rw r\r•�\\uM /eh . w xdl YewY.�Wr. pYw INS.i r w rre w/ei�••••-'•\•...:.\x�.\w�. 1.+•.�i.Y _ ___ CAP �. `\x4• YA.Y• n n NwYn p1r:wl Cj{' B[ND ).AyM" Y \Nrl•1 0 MpM IMrI�•Y.rYh•. I'Y 4WO'SEND I a sr/nh\.r\•\ �IW YN Nn:•:«•:N H.I:a. •. f•Ya] •Wh.r Y bow y Iiwle II \F•tN.4M'Y.Y'Y,•MV./N A 11NIa II _ __ I • ]�.Y\�.�•tYy n/N.0 yv�W.r Mry1\a.,r a fY +1.. •N [xV. Y SVNNt TBB w N+I N � 1 e. YhWnr wflwf Ilf SEND 10-"NO 1. YM N Ywnh NI •NN!_lin 1 FIGURE 1 l Yr:ti IYINI N Artlt IIY.IV•YP N I ..^IN/_} i•� • ..rw:I.1Ah NOTE EL»COW"E% YE"T wE ftx",,G, \. �M e:,rYM.•M1rr elra• 1=^�Y1� .•iw l �'j KE •VW<STEIIWID PLYI w 13 ur tYlru N A N pN\lyl •• •� c TAKE 1_ 5 W/.•Y YMr N<righ I[. W.1.f:YIW a Mu•.qrq•eAl)N lYlllt N ITIw N•IIYN l •l\•4•eta•Y.0]1Y N» •rry� PN N' M ]t.11t" :1-IN• E�u ML Irt IYe M \M I. Y_,•e1N. Y1 Fmr N•N re+�:e•.../.m nr:M w nNY Y' W ,,Ile ).w LIP b aP l iwfM.;u YNw r P.pY41rYY'wY1 NNWy Y' w l.lb fJ» ,AIY An m ww..N w N.•N. /•I° f- w E.w i,,p1 1' w If.IN ,I.W I,.w 1.A1 1.W 1. Nl.alr N' IN ,LW P.fA ILbo Lfb •.)P K f\1NY.:NYhr Y•:Y N•].N h •!,N/1,•p.]S 11. IY W ».W 1.)b Y t'INII M \I:Y NNWnN wNL p.N IM N 1 e»•Yw h i6W YYYt. W' no Y.W N,w N.Ye n,fN I,Ne N W TNh) Nh i I:n;rY NIf yrlM IW IM Ml p NWs1 ].w IN.)N. IF IN, ».W 9.M1 Y I,I.N•el Irr :MIY.M tW N\IIIwN W.ynh , Ir N..I tNM M ,F w N.W :1.M YA I .r ,.:u;w N tN NNNt N nN YYlll N xu- » i IN.Sro I»d1 t»pb N.IN t1.IeP 1Y\N nM bl.1 rw. W' i W. Ib.fN Iff.w N.NI N.)N W A IY NwY YapIY hlNyl:s,y"tttNPt IN/:y: pl\IpIM. •m N erm.lY.yP Gtl y.t .r,a p./t. TABLE E Y.w wlpy er Am.Nr\Iwl.?•tL^_ran^..�.i.I.s/1. Nr.r.��tw .1 ,,, hYN N{p•nW An\I elu le•1 y\NY bn^ryM INY Y:u:n tN AhYlly.Nh u N. •Y»MJLI•rY .INr 1.1tt It Ilia 1 Ipi. ' h NM pY UpN N r'tl.e.«.w NM.•awa ! WIrP w _`N IWIW Y•»Y trIPIN]Aw\e nw I41 : M.Q�M•p'• �A W M INYI I.w •�• ->Nq.1 WVINt Y/IM NN uw �.YWN aN . lY/Ily+re N w.nY•Iwl "••N'1' y.w W 6. .ItlIeIN. w y 1.• . .%I. .FNl» N r v YYI.NI M N Yhrr ml/YM Y Yi M N th .4.1•f N. YY YYIp AwYr NM IY M.`«tq tdN a e.N»\ :Y]NAn NN Nnr:Y LNwI nNl ub WATER STANDARD DETAIL ' CITY OF RENTON 1p N•t� DEPARTMENT OF PUJLIC WORKS ype A b rn•'- �e1.tm M 1t\V21..x*�"v.\.'`c9e e.1n ve s a _ v " E £ Y r 4 Y6 - U ♦ w ?11A01f1w\" v f t •Aq1 G'---.. 20 \ 9' 6" XO 1T 1 20 +1 ^ . + b 1122 2U+t 2 11 -j 17 y )0 g 7 1 1 4U A. i 4 a Z4 200 1\ 1 S a Typf 6 FbCMmO M a'.r VTt[a f.rrb -- TypelTBbck'M `ht�i RMoos--. ror+7 Ye.aca Be.�O. '_ Vbj S a 1 i.• '_yB_ti dpi sg g ea t 'C— ..... I YN a ♦5 00 tt t/l SDlb Q t W + 1" ♦o r 2m p S a ♦ i G� CWt ir � :+ S STANDARD DETAIL FCR i BLOCKING OF CONVEX VERTICAL BEND ' Tit R00 SELECTKIN TABLE �Ylnw -- I�N /yY1N IYY i.YYVI Y IO m n.N( N IY- I a' (w .III N u w m Y,M N' b Iqf b.lY w N m ]p w.1M YY' N m ill N.Y IM1' N N M M MI W r. al W.W w Iw .nl In rY+ 1R11 M•II NN PM'Nn y rtl�V•1 IIMNR Y Y,uN r(' I -(MI Wt[VN rN�N.[YII NYN riR n 1/Vl M M( ri ly Ip M NI N(IhY[�Y M I (1\pR V W(iY M.'N(N(1 nl l�l NV.Rq.!MNI Y r IM•NN Lv(1,WNW iY4 n M1I.iN y M Ri[WYI (. R•IaN(f la lli[V YR N allr R Y'.N'Nr1.[UInY NU 1 t. 1N INl 'w(�V(Y (•N WI(!t(11.ft 11 Njj}}IIY(Wt•[VNN•�Y N{M! IIUW(YRbi�Y N(OF (Wlp tWNIrV Y(M1 CAST ON LUGS TIE SOLT 'DUC-LUO' R UM% CLAMP FIRE NYORANT ANO GATE VALVE T:E RCO ATTACHMENTS i WATER STANDARD DETAIL CITY OF R£NTON p .a DEPARTMENT OF PUBLIC WORKS Yeww.w. <,.Yr •u.�w r :n_ r tut «Wt _ r Wr�m� n r rY�w PLAN M t1.Uyp I'eY Ytr�w YR rµp MY^ I Y t.M 41rU n.t r\l rt p YY.Yt1A) Y tY{ t�n�wtw I1i+ rhF .,Wt �.nIA4H)_Ipt Y)YI.IY M hY Y w' IY ELEVATION ' TEMPORARY 2" 6--OW-OFF ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON '0"0 "•" DEPARTMENT OF PUBLIC WORKS IIIr1_M. q1 JUNCtiON BOX - DESIGN I ' DIA . LIFT HOLE 5/,:STEEL COVER PLATE / ( DIAMOND PATTERN ) t l 130 \04 G It11 J P I •DROP-IN SLOT ' g IN TEE _ P N 1 Li1: N0.6 REINF. BARS CON'. STEEL FRAME ANCHORED IN -__ R PLACE l DIAMOND PATTERN ) '•p�.'.��w.. x u 9 • `e• I I�•x I TEE 18 LONG ;. 4.•,4,^,�. ANGLE SECTION A- A SECTION B-B `, DETAIL ,SHEET --.;- TYPICAL LIGHTING UNDERGROUND SYSTEM /TO LUMINAIRE JUNCTI6N-'-\ ' 80X QUICK DISCONNECT ' IN LINE FUSE KITS S.E.C. OR EQUAL I CLEAR EPDXY IO AMP FUSE SPLICE- KITS ON GROUND LUG THROUGH WIRE RUNS -� U41"MIN DRAIN HOLE I MIN GROUT PAD rM UNDER POLE BASEl PVD I II TOP OF CON. ' CONDUIT II CRETEFOUNDA- SYSTEM LO �4 I II TION '0 BE -.GROUND It LEVEL WITH ;Y CLAMP lo� II TOP OF SIDE- WALK OR CURB PVC II 2-t_ Lighting .. )I lI System Wires to CONDUIT contoey��. SYSTEM II � li II .—J I I I J- 125 3OMH ' lilt_ Ground system .Ire (Dore) to lighting CONCRETE I- contactor. FOUNDATION _1— ' 3 S0. or RG. S/B.K COPPER -CLAD/ tGROUND ROD DETAIL SHEET S:nndard Draw,np. ` TyG cal Wheel Cho,r Rarrp LOCOUOM ' Artonal I F C. cl, P,ant�nq ] T. wn.N<ro•. ooTo Srs� d. .,...<. Stria ,,,,, »o.o,ro c.vnw. ,a ..o•. J tanaracE in Accerdanad wan atw 35.60. 'I pgn,nq sE--v S '"r•" ca•aaw s„ec�=« wheel Char RoT P ... a Type C C.M r Standard Pion 1dC Page V I1-16 s,.,. -a..•W-aorta ww�y.:•.0 a+pr•r allaK<w+«r ^�_ fr•rwwr.r.r+w rwEiwf � t» ff awrornrowr.waa vw.a•rMf rur c-"-i Yr•+arra �,� 2��(((�(( ������{�_y 'y` rKenM r�rrrw'rnN•r«6-�••".• G.rKM1w1WrOMWM�a �+ i<� GOP:Y.w h.x•I-_1 ENO VIEWJJ��''��TTu •MO VIEW wrro r .•Oaa ILAN ENTRANCE TAPER r�.nKrwW.mlw rr-. ALTERNATIVES V�wuorra W.wr wr.«w aanr s«.a., �--Cow' �7RnfMa«frrrMM W«a r.. 111 tY.� w.c«n«w rwrara.w.«r.rw Awi iwrr i«• �'•••"' x, {^"^1` Gre i+.wrn«naWaru rM A B C [DIE [ FIG f.waa .4' 140.i q .SYa • i' !' 0 f' II ._'T .i^'1 j N war.K.r ENTRANCE TAPER n Es 4a a r I T.Ww aarVfaw- ie ALTERNATOIE A Zt •0 Y .f � j: � �. i.•• iK sk e—c Cj,r 4y,]Y� �j• Y. ....._ - 1 wt.n aw�•aaror -T4 Wu pr K�r' -'E"" t am' ua wr.+wu.ra CAST STEEL COVER i�1(�•rr iM L WELDED STEEL COVER f ENTRANCE TAPER AND PIPE DOWNDRAm Gar Cerr �H aW w.xaaaaarV a � �xcwaro.4 irr y'i G.s.•._\ ema li'uiw Wr•w f10f� rM of 1 w �RWNAL RISER VERTICAL RISER � �-.ice :E• �w+!� Ify.... ! Gu.YyaM mlrl SIN.Nra w MrpeM IKII12M (- \wa. t•Y (�,����„'��+\/ i1 �Yror Yaw U«IrM o12W.aI{rM �.!• 1 G«r ��'•'1 � Ya 1 '�� .• �yA 4ierxKl errr, '{•«Ya arw )ip PRT11gV4 CA{LE /.rVM anaaw ar vniw CAKE } fw W Iw M.%•abr G«Ma am Cara Cxrar br«r ww«r,r•« ANCHOR ASSEMBLY ALTERNATIVE A •S•RISER h-1 UNDERDRAIN RISERS iNOwlr fwarr��4. rw 4 •� � ���� �""'� �jE «fir rw er�G'r"Ia'•4"'•r��'!��! .s•.f0•arya 1 L'A-}-ry.l._-1 rww.• �: r ANCHOR ASSEMBLY DERDRAN LON A ALTERNATR.BV zv'.,7D T- - T o.nPF IaaaC OEaaK , ,. r N.F.S. MISS Lf FS uifed /SLI pnTT[A I L we 0.0. .IS{ WALL SRACRLT S`B-R. ALUM. ALLOT 0O61-Tt \ I LpCR{OL1 �.-1- SO.16_B S.S. 1 L• I010T �• 1/t- 0.0. TA►[RLO ALLY O { WALL OTLOt1'T{ LSO- If SATIN 60k0011D FINISH It, SHAFT 11- T01L' SOLT CIRCLE �•�j tNC tALV.fTI. ` ♦ In'OF SOLT NYTHO NO WASHERS� oRADL►IMISNLO 1 ISI MAM OXOIL .D. S OPENING �•/COVER AMC $ROUND LUG S.S. scagiss SASE FLARtE ALLOT . x _ DETAIL L' r�Sft -TL MITH BOLT —��"— SHEET COVER{ B S.S.VACOO . g~ANDARO 25' dAVIT POLE JUNCTION BOX - DESIGN rrQrr I 5A6'• GALV STEEL COVER OLATE ;CIAMCND PATTER%; 1 i 1 I A NI � � • ci 4 �*6 GALV WELDED WIRE LOOP caLv STEEL FRAME ANCHORED IN PLACE \\tea ('D,A'd --ND PATTERN) / SE"T,CN A-A SECTION 8-6 TYPICAL LIGHTING UNDERGROUND SYSTEM TO LUMINAIRE 1 TYPICAL DESIGN "B" 116 JUNCTION BO FUIL-1-1 $PUCE KITS QUICK DISCONNECT TOP OF CONCRETE 10 AMP IN LINE FUSE FOUNDATION TO SE CLEAR EPDXY SPLICE- KITS-S.E.C. OR EQUAL LEVEL KITH TOP KITS ON ALL THRU OF SIDEWALK OR CURB. ' WIRE RUNS. � GROUND LUG— I" MIN. GROUT PAO' � Lm WIN. UNDER POLE B�c ` , __ GRAIN HOLE ' 2-(SIZED AS !! REQUIRED) 1 i. II 1 II LIGHTING 11 ! II GROUND SYSTEM WIR '' •' CLf. II TO CONTAC- TOR PVC CONDUIT !! It SYSTEM, 11 It It !1 PVC CONDUIT II II SYSTEM CONCRETE FOUNDATION`S rz � 3, SQ._ R0.RD. 4' DEPTH FOR POLE HEIGHT COPPER-CLAD GREATER THAN 30'• GROUND ROD 3' DEPTH FOR POLE HEIGHT 30' OR LESS. DETAIL SHEET 1 TYPICAL FUSE a SPLICES KIT ::s.. �! 1 ` f�w- • A� 1 e.o w O •+ M � anew l INinr.�lr! Ourr(+u.rr I FUSE KIT 1 i r _ WYE SPLICES INLINE SPLICE SPLICE KIT 1 � I DETAIL SHEET _ I ' TYPICAL LIGHT BASE AND JUNCTION BOX LOCATION TYP. CONC PAD R/W LINE SIDEWALK CURB — — RDWY. IL i 1 y i I c \ x \ CURB SIDEWALK Unj — — — — R/W LINE ' TYPICAL PLAN VIEW 1 ' TAPERED ALUM. POLE .188 WALL ALLOY 6063-T6 SATIN GROUND FINISH ' HANDHOLE 4••a 6" /-- OPENING w/ COVER S 2,104 / S.S. SCREWS. overhang Ground lug inside pole o <: Trench IOCOtiOfl��� flat IO scale TYPICAL STREET CROSS SECTION DETAIL SHEET r i TYPICAL LIGHT BASE NUNCTIpN BOX CONCRETE PAD i T•0» iVAR MINy zz i iFRONT VIEW 5 .. TYPICAL JUNCT SIDE VIEW IpN 90X y e i 3•o» CONCRETE PAD FRONT VIEW 1 .. r r iT Y P ----- `�� . St O E VIEW i FUNCTION BOX NCO O» CONCRETE PAD �3,0•• I 1 1 iFRONT VIEW i 1. iSIDE VIEW DETAILDE'TAIL SHEET s Sa.oN I sd�/Nud IL lsc . . . .D9lriol{ . . s8ZV:9 . . . . . . .• I N T E R O F F I C E M E Y 0 ors. ?Os WJ DATE: ....� •��lYL'•J F IIQM: DDt+JS�"r SUBJECT: U�'/�es 76 Co O.r eqt+ ow-n�.s J^'�cJe� . LiD oeea,.� � �5/7yn /c�! 1 ,,.e �.,./ ad�ll�✓ �..3s1.-,.. �;!(sl/ �,� wo,.,.LJ �t'•-yr ��.14,/ h�•...l�v-. SO 7,/t! / DA7E_ lY.�� CITY OF RENTON DEPT, Pubi74 Works -_Uti}i ies KCT._.m.!,.SZ1: PIMT No. 22E-44�2 _VENDOR NA.9E A\U ADDRESS VENDOR "R(Ai2>7-ANCE" kMIRESS R. W. Scpt t Cor ,r..ct i,jn Rentany,YA 980;5 - - i• Di�SCkl{'"I ION IN DETAIL AMOU\T �� _ Line it Fect Conc—rete-Curb and Cutter Q,,S;, — - -— --._ 76�00 _ 131.2 Tons Cruo, 4 Nock .O0 Ton F�2.__ 2i033 Linear Fe.� -7V Sewer Ins,Lect7an R 519-40_Lf_ 81-5.20_ ttan on} O PURCttk5TNG TO ORDER AUTH. BY:__ _�,L �xw UT • CITY OF RENTON WATER DEPARTMENT Pressure lest 6 Purification Test Form G/ Z PROJECT No. 4:)� NAME OF PROJECT Z •r =1 s PRESSURE TEST TAKEN BY MIN. AT A PRESSURE OFF PSI, FOR TEST ACCEPTED ON ` ON J PURIFICATION TEST TAKEN By PURIFICATION TEST RESULTS, SAMPLE tl SAM?LE SAMPLE 43 REMARKS: r OF RENTON WATER DEPARTMENT Pressure Teat 8 Purification Test Fore { >" tes+✓SF PROJECT N0. .,.; -aa G 88 C ! 3 Z y I NAME OF PROJECT E, G'I�� I►�fd's 4� 104 A PRESSURE TEST TAM By ON -- _ AT A PRESSURE OF PSI, FOR TEST ACCEPTED ON PURIFICATION TEST TAKEN By S, Yllbf/ ON Z1 PURIFICATION TEST RESULTS, SAMPLE sl SAMPLE e2 SAMPLE 03 REMARKS: }�(. olco* • 0 CITY OF RENTON WATER DEPARTMENT Pressure Test 6 Purification Test Form _ ,041 PROJECT NO. /C) NAME OF PROJECT G I PRESSURE TEST TAKEN BY ON ei-.z O 3 AT A PRESSURE OF 2� PSI, FOR MIN. l � TEST ACCEPTED ON�_/'�� PURIFICATION TEST TAKi.N PY ON PURIFICATION TEST RtSULTS, SAMPLE el SAMPLE s2 SAMPLE 1i REMARKS: CITY OF RE2TON NATER DEPARi}fENf Pressure Test i Purification Test Form shy . PROJECT No. W 'fwff - r� a NAME OF PROJECT L T 22 T,.fL V 7- PRESSURE TEST TAKEN By ON - AT A PRESSURE OF PSI, FOR IN. TEST ACCEPTED ON PURIFICATION TEST TAKEN BY / ON J4�5 PURIFICATION TES'" RESULTS, SAMPLE sl C� � SAMPLE e2 SAMPLE e3 REMARKS: -� �L> �+j ..s7as�ts- 0 HYDOAULIC PROJECT , '✓68( API'LIC °F"MYs+ewY ATION �,. •w .er woaa3e (Fi.C.W. 75.20.10 j PRINT PLEASE P R 011w wwssyl.Sra © y„ate OR TYPE DERARrNe,,T 3 CITY OF RENTON `�A„ a.... W Flswteles 200 1�j I` binn IIa"..�_..__ .._. �3 mn+cr.w++�'s oy.+r� r""r,a�wso, Gh�,°SSnuth �_�— 235-2631 r Renton, VA nue Nan[her Creek rV A `� Np41 r3MrtMY tD e C J 3lCppN p slor.oN 5 o r1r, — .....) Creek .. I oowrr.... wysr, 6roo -. J.... � IIANOF It.yn f EIL • ......... local .. . E.x.t.eii.d, Deve 1P,rovv,n,.toPment ,. ... .... ass Pylther Lreelc......... ... .......... .................4.......................... ...................... �lx3iry ue!°M+`°`nq�ri....... ba^q,,i Mlip...............RD.�SEDU. Road South and South "•••• Apr L of 98; 37th St. Renton, 4Aluol IT ...... June © 6, 1983 'Mr rT Or..r!RR4n5 'CA°�'NG 01�+rxrpye 1e.1Nry Be r5TAATEl'STDDD TN. N ig AECEyEp IIN'Or �LA SipNED 4p .V41 LL TIME LIMIT $_ Gy,!/tiAE ATIONS: 4-7_6 5 T a3_24oc , Riche_.Se (E)Q (W) 8[EI'CH 1[AP t i 1 t 1 1 1 i r I r 1 1 i N i 1 1 1 1 1 1 t 1 1 I 1 1 1 1 1 y I }Jr N I Q i O ze I wu� ti �a I I Q r N � Ocbr:s 6 G xvel ' bar removal--y, The .ample map to the Iett indicates the type of. 200 yds. information which should be provided. Any scale ' n 1 may be used turd the space does not necessarily I; h e have to represent a Section. Please indicate clesrly ek all pertinent dam on the space provided above for River a sket.h map--type of project, area of weam in- L voived, landmarks,distance and direction to nearest \ ? town, etc. lvert c re lacement Stater+ Higbvay �'as. ' Scale_2_!__ •_ 4¢_ INSTRUCTIONS FOR COMPLETING HYDRAULIC APPLICATION FORM To pplepes.PrgsOf aid mawda.IIy vYuaole Imi deeourcee of Ide Btea Of Wseddwoo,Opted protect"IapWlgn lye oean «+ale.Bill 111 75.20:'AI The le.pOwpes Idol m IM arpK any widwo«poronmMt 8"."oe Wee to conelhKl wrry brm of",dWeo puled,«gtyrw«k met wfe ume, port owru o,Wrlµe any of me wales of the Yee,or metenw,tmm wehm 1M«emsry hlph yralwr lrnea Dlane of,tM popoMe poli wrll W er.o ~lo 1M DeperlrMnf of FeNMree YM By pepeMyn\of r}eme Wftm eMMM AM oeeeeee,f,,el h ieClele el Same eelfeeepaflb eebw a wwwwwo"aw`11eMe p wk Two n forme We done copy mnNd to fete ldbw�np e00resep� DepYlrMnl W Ftaharye DoWddw,t of Game 115 Mryral Admrnial wad Baud,W AFO am Norio yep101 Wry I YI'71 r' OlympA Wawmrgton owl OlYmpe.we .duton 90" 7 1.to wbnil M apoKa'bM Py to Info svd ec Dlpe rnl«moan may�ey the haup Of th e aw"I Lleetle Kylr«lodywwwaelchpfny Plopct.lho*-N the rNatwnehlDOf neproFcl win rtlpp,l losuHeoe WWWe It nyn 4 iowprcyq space to wueewlely dwOom t protect.arldponar Owpee r.mey a sKKhed Cordate plwne coup espwna a,• reeponM BLOCK 21 TM Stile Ermmmhprtal P Kl Aa(SEPA)Guidelines rweurm died mid onmenW rmpe(3a Of mpty Drolecte be~tlflwd in a eWnepd efMrplrMrllel ClMpelddt If y here perrou IIY OMgMwe W Wrlrnnnynel el eAj of ldr a to".Cpnfty.W Wed,eighty for nh poWOt,and a NpmAm «nigh-eymMcant deaerfum nes peen y i qpd.Dlee"OoWe,Yee oos Affect,a com of tM oecle- rwan.aw apacdy fM epenq wf apprwlmats date of me aaaranon. BLOCK 22 CWtee+HypwlrC Fygwtl Approvals(HPA)We WOKKO to the SEPA Drnpdutea wwwl to to 8bcl,21 Stm ny GM1 of dome Your MIM Or ne'e'mphN row Of ne'~W 10 W re'dOWK! Whtoherp IS eModliliwta Shale TOTAL polect coal.not Iwt nN portion aflactlrp aWe Wparw BLOCK D Lyl WkicsilK>w date for qdW Wilde IEenhly DI'my and numoer hoed alreWy reoerrad E.WW.wn Coro of Erpmape(FeMrell F«ill Wildli Y IDw diedl of Ntlural Remouloefe) WOW Rights,Fbod LOM;Depanmenl o1 Ecobpy) Sh«ltii .But'pnp,Cooddynem Life ICWnN ov City, ins completed bane aho��d pea„om.�ned of h in adrinceaa poalloy Up to Jpeeys NquM MNbwM for mrepiyahon aM IKOOMamp of the wpoecanoo n you os.e n.,n,e W co..eapondenp or cams[from NloW wpenry wdhe,SD Oeye.You MOWd errneor phoneone ill try deparimenh wnd rrq�.pl the ahlue DI vour applrClli« 1 1 1 l t• » •n ^- f � 1'jl r .n r�r � �� ' 1. 1� !qtl 1 I I • 1 1 .I ,� qa. • 1.� ' P 1 YNl,7•!.e n,ees,eee e. rY�! nn� cur ro 600 vrrorl.Inw T 23 N .e<.....� rrlrwlYw rulww rn 30 R 5 E WM w+d w.n�._.^raY�zan____ Ma c.wllfaw.an MM� _ ..__ I O1VID IlM41M.MMMMO O�Ktp OF RFti Z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 1Y MUNICIPAL DUOLUINO 200 MILL AVE.S0. RENTON,WASK aaoaa e Ep 1Tf0 SFP�E,Ir' BARBARA Y. SHINPOCH MAYOR MEMORANDUM )ATE: February 15, 1983 10: Don Monaghan, Design Engineer FROM: Ron Olsen, Utility Engineer SUBJECT: Fees for Water to be Paid from L.I.D. t324 Per previous discussion the cost of the water main installed in conjunc- tion with W-599 and the special assessment latecomer charges based on the same project were to be paid by the L.I.D. at the time interim financing for the L.I.D. was available. Please draft a warrant in the amount of $33,802.78 to the City of Renton (for the Utility Division) for the above charge as calculated here below. 520.01 LF B S18.00/Der ft for main in Talbot Rd. S. $ 9,360.18 Special main installed in S. 37th St. by change order 87 (Copy attached) 8,008,29 342,381.60 Sq Ft at .G48/Sq Ft of developable land for pump station and oversized lines _16,434.31 Total Amount Due $33,802.78 Please direct check to myrelf so it can be placed in the proper utility account. It should also be noted that the standard system development charge (amount based on usage) will be assessed at a time the building permits are acquired. :dar Attachment A.rt 1 N 1 • PUBLIC Mo11E6 OR;ARTNA Seta CIIAIIGE ORDER saes, Rather f—1 ONoM y rest"*, tomb, area �f Sect," 4-1 N the l.L.l 7t."ra t♦nct(tcatiw, (Ma) cowtrort ft. —CAC 019 ❑ Cb"v Snap.." by cootncta, Ter ,.,Renton Construction Co- rn _ Tn._ 10601 Rustic Road South Seattle WA 98170 PeMnN by: o ♦ FZwe Mass _ e.U_. / 't=< .�/ SIP Al "�� PeYral sl ale so. _ Tit 1. _ y�/x�(+GT _ pn)ect Tine CRNaer Ravel bo Saaety, liyt .te,taAtd.' Te1Mr R411 Pipalin.. O—gee by: • • • . . . • . • • • • . • • • ORSCRIPTION of WORK • . • . . . . . . . . . . . . . . Toe am ordersi to yerfom the following described wo-] upon, ncolpt of an .ppmved copy of this change or"r. i Pumish and install the following at South 38th, veer of Talbot Road South to provide f fire protection to the East Valley Medical Park area: 2 - 12" 45' bends ! $400 each 1 - 12" x 6" Tee ! $500 each � 123.5' of 12" D.I. pipe ! $27.00/L.P, Add $7,598.00 123.5' of trench excavation and backE 111 ! $9.00/L.P. Sales Tax 410.29 1 fire hydrant assembly ! $1,000 each Subtotal 8.008.29 Surface restoration ! $852 Lump Sue Delete I - 450 bend from Schedule P Sta. 64+76 Deduct (400.00) ,a Sales Tax (21.60) Subtotal (421.60) NET CHANGE fi7,566.69 A All .e , materials And rors uoaat to be to accordance with the p,evtsima, of the Standard Spaelf catlmao and Special i horlaleas for th. type of cenatructiw invelwd. ORIGINAL C)Wr RAC, u._1WT CONTRACT RSTIMATRD wCT CRAXW SSTIMATLO CONTRACT ARGUNr Al.:'.fS THIS ORDER TOTAL ArTCR CRARGR 6 614,278.72 S 542,I75.60 a 7,586.69 a 549.862.29 _ A Eacy use XLKY o5E Y we ❑ "Paula Rest edgmto ❑ oreoyta 91STRICT STATC-Ale . vcillLl Dom top ollo t. v es ri Sol i ,r, !�/5 IN•MNY 7 •, ,, o, • An0 Vat .1'a • C u ore GO N"L� 3 E E. 31 .2%.5 ase" 1 of 1 PtMtIC."Oviltf O/P) seta OLI MGq MM1� Onaor aOres"d aP hmlrer War Ietr of sect," 6-1 of the stew." sPrtflcetlaaa fA ) r rrect ft. _ cLaase Pee" by crtrecter To: lance. Geatr�-lilt M 10601 Rustic Road South aaaon" M: Seattle wa 98176 --- 0 raw Poyral Aid Ma. _ Title �Iaue:,.� _ Project Title — TdMr a1t1 /1 Cortat sivr of lrtelP� lee wia ta eee/1 poll". V toe b twtr•u- .�_ . ' . • . . • • • • • • • • • DascmirtIOa OF Max • . . . . . . . . . . . . . . . . You on older" to Perform tM follrias aeecrlboe .Art yr raceirt of r ea►nrea arty of tAla co"se Also, furnish and install the folltwinl at South 38th, vest of Talbot Road South to provide fin protection to the Past Valley Medical Park area: 2 - 12" G5e bend• ! $400 each 1 - 12" ■ 6" Tee ! $500 each 123.5' of 12" D.I. pipe ! $27.00/L.►. Add $7,598.Oo 123.5' of trench excavation and backfill ! $9.00/L.►, Sales Subt Tax .29 1 fire hydrant assembly ! $1,000 each Subtotal 8,00808.79 Surface restoration ! $852 Lump Sue rj Delete 1 - 45e bend from Schedule P Sta. 64+76 t Deduct (400.00) ! Sales Tax (21.60) ' Subtotal (4i1.60) All rrt, rnrleb eN rnur P Orr CH"GE A7,586.69 All olear for to roAt to ►e is eccnldrce Alta the r•lol"a of too I18e4•ld Spell wells a" special o trPo of 1"tt Nail" bmlvN. OlIOIMAL COAT PACT CURa[arr ODMTaACT CSTIMAT[D MIR CaAMGL [aT IKAT[D COMTaACT AIID1atT A110111IT TLIs Owen tOTAL AfTLa CMAMG[ I 614,278.72 5 542.275.60 $ 7,586.69 L S49,B62.29 AGLMCI USE ACExrr Use APPWVAI�TcoonsuraD UP tD: ' j yucca • vn t Rfe- — ❑ APPabYAL afclow,vts ❑ APPWM DIMSCT Iran-Alb ocllan v : i S— l� IC -3 N : • . is ti ; � a• y "der r IZ�� �' ...�z _r— ram., r_• ' �00`3� aryA�domd, ; ® h �l.M r ) « o OF RE•� J i PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.99059 e P tro _' BARBARA Y. SHINPOCH MAYOR MEMORANDUM Date: July 12, 1983 To: Gary Norris Don Miller Ron Olsen Larry Savlage Gary Morrison Jerry Lind From: Don Monaghan Re: L.I.D. 325 The above-referenced project has been completed and accepted although we have tried to insure that ail work was performed and to our satis- faction, I cannot guaranteee same due to the inspection which was contracted out. Therefore, would you please review your respective areas of responsi- bility and advise as soon as possiale if you discover any glaring errors and omissi �yl _ jft '$Talla�a�ediatrioa, iao.,p,a. Wash s Audrom a ad.Maemah 2MTALA01ROAD M RBWTOh.RMSHIRGTOR Dow March 30,1%3 TRtasNONE:riaasso Mr. Ron Olsen Public works Department City of Renton Renton, Washingto.., 93055 Dear Mr. Olsen: This letter is to confirm our desire to have the cost of the 12" water main installation in Fist Valley Medical Park and the special assessment charges included in the previously approved L.1,D. These charges are: 520.01 LF 0 $16.00/per ft fot main in 'ralbot Rd, S, 9,360.18 Special main installed In s. 37th St. 8.008.29 342,381.60 Sq. Pt, at .048/Sq Ft of developable land for pump station and oversized lines 16,434,31 Total Amount Due $33,802.78 It should also be understood that the regular aystem development charge of .04/Sq Ft will be aggegsed at the time of water meter application on the indi•Idual lots, as they are developed. The above ocsa.ssment was not on the original assessment roll and so it will increase the assessment by the same amount. ncere�y, / David L. urkebile R. W. Schimpf an 0' awIC f Lyan Fr y • Ni'J 1Y • �! JAL SPRINOBROOK ASSOCIATES P.O. Box C141 5 Seattle, Washington 98114 April 18, 1983 Mr. Ron Olsen Public Works Department City of Renton Renton, Washington 98055 Dear Mr. Olsen: This letter is to confirm our desire to have the cost of the 12" water main installation in East Valley Medical Park and the special assessment charges included in the previously approved L.I.D. These charges are as follows: 520.01 LF 0 $18.00/per ft. for main in Talbot Rd. S. S9.360.IH Special main installed in S. 37th St. R,nne 2q 342,3R1.6n Sq. Ft. at .n48/Sq. Ft. of developable land for pump station and oversized lines 16,434.31 Total Amount Due $33,802.78 It should also be understood that the regular system development charge of .04/5o. Ft. will be assessed at the time of water meter application on the individual lots, as they are developed. The above assessment was not on the original assessment roll and so it will increase the assessment by the same amount. Sincerely, ( ,.< Ili. . a-'i... Nick Westlund General Partner a,} REOEiVEQ 4Pq �r+enrirry I 1 1 W-688 LID -324 East Valley Medical Short Plat 1+ B INNING OF FILE W, ( FILE ME / . .. 5Z4 5 87DL Ole, . y!� l�n AWARDED___ contract No.CAG TO Y o � A � 1 A 1 1 Bid Proposal and Specifications 1 for 1 1 1Lo II D, 324 1 EAST VALLEY MEDICAL PARK 1 SHORT PLAT W� ,l 6 I CITY OF RENTON 1 ( PUBLIC WORKS DEPARTMENT I _ MUNICPAL WILDING, 200 Mitt AVE S 7 REN+ON, WASH. 96055 • I2061 733-1631 1 r. c . '..�• j r _ MWNDAPW jJ u l 41 ............. - - -, - -- - - -----•----------------. 1 L.I.D. 324 � l 1 LOCATION MAP 1 i _ CITY OF RENTON BID PROPOSAL AND SPECIFICATIONS FOR L.I.D. #324 East Valley Medical Park Short Plat INDEX Summary of Fair Practices/Affirmative Actin Program, City of Renton ' Scope of Work Instructions to Bidder Call for Bids ' 'Certification by Proposed Contractor%Subcontractor/Supplier/ref. EEO *Minority and Womens Business Enterprise Participation *Certification of EEO Report ' *Certification of Bidder's Affirmative Action Plan ". *Non-Collusion Affidavit *Certification re Assignment of Antitrust Claims to Purchaser *Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices ' Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Environmental Regulation Listing Special Provisions 1 Technical Provisions Detail Sheet/Standard Documents marked * above must be executed by the Contractor, ' President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. City of Renton public Works Department Renton, Washington 98055 1 i Fffi!Ii ^A^ ' CITY OF RBRTO# SUNNARY OF FAIR PRACTICES POLICY ' ADOPTED BY RESOLUTION A0. The policy of the City of Renton is to promote and afford equal ' treatvnt and service to all citizens and to c•sure equal employ_ msnt opportunity to all person# regordie•* of race; crud; color; ethnicity; national origin; 4 X; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital status. ' This policy shalt be based on the principles of equal employmsnt opportunity and affirmative action guidelines as sot forth in federal, state and local laws. All departments of the City of Renton *hall adhere to the following guidelines: EXPLOYM£R7 PR_ AC_ Y'ICES _ ALZ activities relating to smpLay- menc 'no a# reorui cmen t, s•±•eti on, promotion, termination and training shalt be conducted in a non-disoriminatory ' manner. Personnel decisions will be based on individual Performance. staffing requiremsnte, and in accordance with gcvern£ng Civil Service tawe and the agreement between the .lty of Renton and the Mashingto• State Council of County and City Employees. (2) COOF£RATION WITH HUMAN FIGHTS ORGANIZATIONS - The City of scion wet cooperate jutly wit 4' a organizations and u eommi £cn# organized tr prm oote fair practices and equal opportunity in employment. !Jl FFIFMATIVE ACTION PROGRAM - The City of Fenian Affirmative ' etc on rogram Wt be maintained to faeititute equitable representation Within the City workforo, and to seure equal employment opportunity to all. It #hail be the responsibility and duty of all City officials and employees to carry out the policies, guidelines and oorrsatire measures ae act forth by this program. Correotive •mp Zoyment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected cues of emp Zoyeee is under-represented. !P1 CONTRACTORS' OBLIGATION - Contractors, subcontractors one supp tars son uctt ny usineae with the City of Renton shalt aff{rm and •ub#eribe to the Fair Practices and Nen- Disorinination poZicio set forth by Law and in the Affirmative Action Program. ' Copiss of this policy shalt be distributed to all City employees, shall appear in a±t operaticna2 dooumen to ti on of he,,City, including bid oalle, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, ' this god day of Iuss 1880. CITY Of RENTON: RENTON CITY COUNCIL: 4Nt Mayor e Council President Attgt t /�}} Issuedt July 10, 1972 .1li� 7Yli Revlssnit February 9, IS76 my4 et Rsvinedt June 2. 1900 r r CITY OF RENTON rL.I.D. I324 East Va11e.i Medical Park Short Plat r rSCOPE rThe work involved under the full and com toe terms of this contract improvement of Talbot RoadaSoution U1 the °Ocument shall be r improvement but not South facilities required for the sidewalks, limited to, 38th Court and Sou restorati storm drat asphalt paving, curb th 37th St. All On all aurfac" water systems and illumins and gutters, work shall be as aft forth mateinathe° as tO not be ationi and complete r Anyactor connecteddesi drawings and spa detraction. contractor Rn State. County and City C de., 0,h" project ations hpplicabley with eall Fedeuatiral, r Y Codes tion shall to such work.rk. r r r r r r r r r INSTRUCTIONS TO BIDDERS ' I. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Mall, until 2:00 o'clock p.m., on the date spec ifled in the Call for Bids. tAt this time the bids will be publicly opened and read, after which the bids will be considered and the award mane as early as practicable. ' No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. ' 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid prict for any item must Include the performance of all work necessary for completion of that Item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. ' 6. The right is reserved to reject any and/or all bids and to waive Inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision ' as to award of contract. The check of the successful bidder will be eturned provided he enters Into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall, upon request, furnish Information to the City as to his financial and practical ability to satisfactorily perform the work. ' 10. Payment for this work will be made In Cash Warrants. ' Rev, 7/15/81 jNon-FMMA Only) ' CITY OF RMON CALL FOR BIDS L.I.D. 0324 East valley Medical Park Short Plat Sealed bids will be received until 2:00 p.m., March 16, 1983 at the City Clark's office .nd will be opened and publicly read in the lith rloor Conference ' Boom, Manton Municipal Building, 200 Mill Ave. South. The work to be performed within 45 working days from the date of commencement under this contract shall include, but not be Ilm:ted to: Improvements to Talbot Road South, South 38th Court, and South 37th Street, including, but not limited to curbs, gutters, sidewalks, storm drainage, water lines, and illumination. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at thu Public works Department office at the Renton Municipal Building for a deposit of C 35.00 each set plus S 5.00 to cover postage, If mailed. The deposit will be r�unded upon return o�the Plans and Specifications in good con- ditior. within thirty days after bid opening. The mailing charge will not be refunded. A certified chock or bid bond in the amouct of five percent (5k) of the total amount or each bid must accompany each bid. The Clty's =air Practices and Non-Discrimination Policies shall apply. City Clark Published: Record Chronicle February 25 March 4 Daily Journal of Commerce March I March 8 ' CERTI►ICATION SY PROPOSED CONTRACTOR. 5MC0M%hCI'OR ART, SMFLIE/ REGARDIAG RU3AL EmpLOYRNT CPPOIRDAITY ' r Of Prime 0Dntrae or — ru eci Rwe — INSTRUCTIONS This cartificatior. 1s required peamseat to Federal Executive Order 11244. The ieplesm ting rules and tequlntiona paovlde that any bidder or prospective contractor, or my of their prOPOW subcontractors And mnpplrers, @hall state as an Lsltial part of the bid or negotiations of the contract whether it has Participated in Any previous contract or mubcontcact subject to the equal opportunity clause; end, if @o, whether it has filed all compliance reports due under apo,lieable lastructrona. The City has heretofore adopted Resolution. 21e0 under date of June 2, 19s0. AsendJ ny a 'Fait Practices Policy,' a Smpleeanted by an 'Affirmative Action Program* therein amending the polio of the City of Renton to promote and afford equal treatmAnt and service to All citizens And to assure oq"l employment opportunity based on Ability And fitness to all persons regardless of rap: creed: colon othnlcity. national or'.gin; sax; the presence of a non-job-elated physical, sensory or Rental handicap; ap or marital statu.i. This policy shall likewise apply to all contractors, subcontractors and suppliers condactinq business with the City of Nation who in turn @hall affirm and subscribe to said practices ' and policies. The aforementioned provisions shall not Apply to contracts or subcontracts for standard eeomamelal suppliers or raw materials or firms or organizations with leas than sight employees or contracts of leas than $10,0OD business per annum with the City. When the Contraetor/Subcontractor/supplier (hereinafter referred to As the Contractor) is required by tha City of Renton to submit an AfflreAtiva Action Plan, the minims, acceptable peacentage of minority employrnt will be that percentage which is currently listed in 'Appendix I• (City of Ranson Goals and TiRntables) in the published City of %anon Affirmative Action Progrse, i.e. 9.1%. This program is available for n view at the Municipal Building. ' The undTrsigned contractor therefore covenants stipulates and agrees that during the performance of this contract he will not discriminate against any persou in hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed In par@. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respect@; it being strictly understood and sgrese. that failure to comply with any of the terms of said provisions shall be and constitute a material breach of this Contract. Contractor shall. upon request and/or as soon as possible thereafter, furni on unto the City any and all information and reports required by the City to determine whether full comeliance has been made by the ' contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and Complete copy of the City's 'Pair Practices Policy.- Contract Ident cat on Number CERTIFICATION BY: COh7RACTOR _ or SUBCONTRACTOR or SUPPLIER ' NAME: ADDRESS: REPRESENTATIVES: TITLE: PHONE: _ 1. wntractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: Yea NC 2. Compliance reports sore required to be filed in connection with such contract or subcontract: _Yea _No 1 Contractor/Subcontra^tor/supplier has filed all compliance reports due under Applicable instructions: _Yu _No ' e. If answer to item 7 is 'No', plasma explain in detail on reverse aide of this certification. CERTIFICATION: The information above 1s true and complete to the best of my knowledge and belief. ' Name and It e o gner p asp type or prlet. gnature Date Reviewed by City Authoritye Data: MI. 1/31/91 ' Rev. 10/60 ' PARTICTPATION CERTIFICATION: MINORITTY BUSINESS ENTERPRISES OSE) and WOMS' MINORITY BUSINESS ENTERPRISES (VIBE) ' (BUSINESSES OWNED AND OPERATED BY WOMEN) The Contractor agrees to use his best efforts to carry out a policy in the ward t of his subcontracts, agwr.t agreements and procurement Contracts to the fullest extent to utilize minority business enterprises coo31stent with the efficient performance of this contract. As dsed in this contract, the term "minority business enterprise" means a business, at least 50 percent of which is owned by minority g.wr members or, in the case of publicly wined businesses, at least 51 percent of the stock of which is owned by minority members. For the purpose ' of this definition, minority group members are Women, Negroes, Spanfah Speaking Surnamed Ameria.n persons, American Orientals, American Indians, American Eskimos and American Aleuts. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing ' minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, t as 3 part of the bid, the following, certification which will be deemed a part of the resulting contract. A bidder's failure to submit this r .rtiflcation or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: Name of Bidder(a) (a) it ldoes) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. ' (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MB£ or WMBi. and identify minority group. (If necessary, use additional sheet.) CBE Min. Gr. WMBE 1. (Name of Firm, Bid Item, Results of Contacts) 2. ❑ _ ❑ 3. ❑ ___ ❑ ' 4. ❑ ❑ 5. _ ❑ __� ❑ ' Mr./Ms. _ has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF EQUAL EMPLOYM M OPPOtNNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor hereby certifies that he has has not , participated in a previous Contract or subcontract subject to t� equal opportunity clause, as required by Executive Orders 10925, 11114 or 1120, and that he has has not filed with the Joint Reporting Committee the Director T the Office �ederal Contract Compliance, a Federal ' Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. ' (Company) _ By: ' (Title ate: Rote: the above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity Clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.�. (Generally only contracts or subcontracts of ' fI0,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Propcsed prime contractors and subcontractors who have participated in a ' previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unlcss such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN iBidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: Ela) It is hereby certified that the bidder is exempt from the City`s Affirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." ' Company BY: i Title OR b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title ' OR c) It :s hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: ' 1) Present utilization of minorities and females by job classification, Z) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. ' Company Date BY: ' Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied ' to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, Z) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company ate BY: Title Rev. 9/9/75 i iNON-COLLUSION AFFIDAVIT i i STATE OF WASHINGTON ) COUNTY OF 3 SS i ibeing duly sworn, deposes and says, that he is the identical person i who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in th_ interest or on behalf of any person not therein, named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or Corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any ' other person any advantage over other Bidder or Bidders. SIGN HERE: iSubscribed and sworn before me this _ day of i lgi Notary Public in and for the Mate of iresiding at itherein. 1 i CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER # TO THE CITY OF RENTON RENTON, NASHING11W # Vendor and purchaser recognize that '.n actual economic prac.ice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or :ontract, except as to overcharges resulting fromt vio loons m comencing after the date of the bid, guotation, establishirg the price under this order or contract. In addition, vends' warrants and represents tan` all each sof hisaims suppliers purchase-, and subcontractors halt assign any subject to the aforementioned excepticn. -- ame o ro ect — ame o B er s — # # ---�iyn'raiuie of ut ori. epresentatw' a cf8 er Date # # MINIMUM WAGE AFFIDAVIT FORM A City of Renton ss COUNTY Of _ ' I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of tnhh,s project, i gill pay each classification of laborer, workman, or 1 ecAanic employe" in the performance of such work; not less than the prevailing rate of wage or not less than the harem m rate theo wages ove ands fspe specified ' in the principal contract; statement and certificate, know the contents thereof an thbelief. substance as set forth therein is true to my knowledge C um CT Subscribed and sworn to before me on this day of Notary ub is n an or t tate ,f Washington ' Residing at 1 e r BID BOND FORM rHerewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of S which amount is not less than five r -cent of the total bid. Sign Here rBID BOND kr w All Men By These Presents: Tk we, _ _ as Principal, r an , as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payarnt rof which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and &:signs, jointly and severally, by these presents. ' The condition of this obligation is such that if the Obligee shall make any ' award to the Principal for according to the terns of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in raccordance with the te-ms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Sure Ly or Sureties approved by ti.c ' Obligee; or if the Principal shall , incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, ' then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and he Surety shall forthwith pay and forfeit to the rObligee, as penalty and liquidated d=ages, the amount of this bond. SIGNED, SEALED ANC )ATED THIS DAY OF , 19_ Principal 1 Surety rReceived return of deposit in the swm of S_ r TO THE CITY OF RENTON RENTON. WASHINGTON Gentlemen: ' The undersigned hereby certif that _ has examined the si•e of the proposed work and ha___ read and thoroughly understand_ the plans, specifications and contract governing the work embraced in th;s improvement, and the method by which parent will be made for said work, and hereby propose ' to undertake and complete the work embraced in this improvement, or as much ' thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates ' and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figure..) Signature _ Address Names of Members of Partnership: iOR Name of President of Corporation ' Name of Secretary of Corporation Corporation Organized under the laws of ' With Main Office in State of Washinc'on at Schedule A SCHEDULE OF PRICES ' Roadway Items (Note: unit priors for all item, all extensions and total aeount of ' bid gust be shown. Show unit prices in both words and figures end where conflic* occurs the written or typed words shall prevail.) i ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUAN-ITY fuwt prices to be written in words DOLLARS CTS. DOLLARS CTS. 1. Lump Sinn Motilization er L.S. Wordsl (Figures) 2. 1500 C.Y. Unclassified Excavation 3. Lump Sum Clear 6 Grub ter L.S. 4. 660 Tons Crushed Surfacing Course (l;")(-) ' Berl— ' S. 450 Tons Asphalt Concrete Class "B" 8 er Ton 6. 100 Tons Cold Mix Asphalt Patching B ' Per oT -- 7• 1356 L.F. Cement Concrete Curb & Gutter 8 Per L.F. B• 600 S.Y. Cement Concrete Sidewalk t B Per B.Y. 9. ED S.Y. Cement Concrete Driveways ' S er 10. 900 L.F. Sawcutting B Per L.F. ' 11. lnal L.F. 12" Dia, Storm Drain Pipe B Per L.F. ' 12. DELETED DIETED ' Schedule A SCHEDULE OF PRICES tRoadway Items (Note: Unit prlms for all hear, all ertens..=3 and total aoou.lt of Aid not be shown. Show unit prices in both words and fipurex and whore conflict occurs the writtsn or typed words shall prevail.) P ' ITEM APPROX. ITEM KSTB UNIT PRICED BIJ UNIT PRICE AMOUNT NO. QUANTITY fVn4t Prices to be written in words DOLLARS CTS. DOLLARS CTS. 1 13. 16E L.F. B" Storm Drain Pipe $ Per 14, 5 EA, Type 11 Catch Basins er 15. 1 EA. Type I Catch Basins ' er 16. 6 EA. Type IV-C Curb Inlets ' $ Per EA. 17. 70 Tons Rip-Rap ' IPer Ton is. 3 EA Wheelchair Ramps S Per EA. ' 19. 200 L.Y. Select Trench Backfill $ Per C.Y. t20. 5 EA. Connect to Existing Line or Catch Basi E Per EA. 21. 3 EA. Adjust Existing Water Valve To Grade P Per EA. 22. 1 EA. Adjust Existing Gas Valve To Grade ' Per EA. -- 23. 600 Tons Bank Run Gravel Class "B" ' Per Ton Schedule A SCHEDULE OF PRICES Roadway Items (Note: unit Prices for all iteas, all extensions and total aaount of ' b.d euat be shown. Shur w"t Prices an both words and fiyure� and where conflict occurs the written or typed words shell Pnvaal.j F ( ITEM F275 PPROX. ITEM WITH UNIT ^RICED BID UNIT PRICE AMOUNT NO. ANTITY Unat prices to be written in words DOLLARS CTS. DOLLARS CIS. ' 24. L.F. Extruded Cement Concrete Curb $ Per L.F. (Wo •ds) (Figures' ' 25. Lump Sum Concrete Steps Per L.S. 26. 3 EA. Wheelchair Ramps 5 er 27. 16 L.F. 42" Dia. Storm Drain Pipe E er �-- 28. 2 EA Adjust Existing Catch Basin to Gra e Per EA. --- 29. Lump Sum Finish 8 Cleanup S Per iI SUBTOTAL SCHEDULE "A" I 1 Schedule B ' SCHEDULE OF PRICES Water Items ' (note: unit priors for all itea, all extensions and total taount of bid Must be shown. Show unit Prices in both words and figures and whore oonflict occurs the written or typed words shall Drevu:.) ITEM APPROY. ITEM WITR UNIT PRICED BID UNIT PRICE. AMOUNT NO. QUANTITY Lnit Prices to be written in words DOLLARS CTS. DOLLARS CTS. ' 1 950 L.F. Furnish & Install 12" Ductile Iron Class 52 Pipe (T.J.) With Poly- , ethvlene Encasement Per L.F. (Words) ures 2 2 Each Furnish & Install 12" Gate Valve & ' Valve Chamber w,'Bypass er Ea. ' 3 1 Each Furnish & Install 8" Gate Valve with Valve Box er a. ' 4 1 Each Furnish and Install 2" Air-Vac Assembly ' Per Ea. 5 1 Each Furnish & Install Temporary 2" Blow Off Assembly 1 Per Ea. 6 120 Tons Select Backfill er Ton 7 8 C.Y. Furnish & Install Concrete Blocking Per 8 2 Each Lonnectims to Existing Pipelines ' er Ea. 1 Schedr.lc C SCKWU OF PRICES I l lMinatIon (Note: Unat prises for all item, all extensions end total amount of bid gust be ubwn. Show unit prima in both vords and fapurex and where conflic. occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY funit Prima to be written in words DOLLARS CTS. DOLLARS CTS. ' 1. $85 L.F. Trench and Backfill, 1' x 2' depth $ ' Ver Lintal Foot Words Figw.es 2. 120 L.F. Conduit P.V.C. Schedule 80, 1-1/2" I ' diameter Per Lineal Foot 3. 790 L.F. Conduit P.V.C. Schedule 40, 1-1/2" diameter ' S Per Lineal Foot 4, 3 EA. Light Pole Foundation, 2' diameter 5' depth ' Per Each 5. 3 EA. Junction Box, Design "B" ' $Per Each ' b. 3 EA. Davit Style Spun Aluminum Light Standard, 256, 10' Arm S tPer Each 7. 3 EA. 100 Watt Sodium Vapor Luminalre s Lamp (power door 6 flat lens) SIDE ac ' 8, L.S. Street Light Conductors, Splice Kits and Fuses S er Lump um ' I SUBTOTAL SCHEDULE C 1 er ' 1u 1110w1110 run Lt tPricesoor jmp rm sum; k described in theCONTr,�tCT XCUHKN75 for tltr SCHEDULE Of PRICES NOTE: lids shall include sales fapt tax and All Other APPlicable taxes and fees. e: le:dt Prdo" for all cmris, r11 excwdclona .yd Cot., .aoont of sdd awc Ov aAw.n, Nd wn.rY 'Onf11Ct ,ird.• Yfld[ Prd Ce. ;n Lvr4 worn. and 11 OL'C"S t" wrAct" O. t jjwo YPwd Vdrd. fA.11 Pr1Y.d1.1 ITEM APPROX. ITE%1 WITH UNIT PRICED /ID NO. QUANTITYundc ru car co UNIT PRICE o. wrd clan cn wwds DOLLARS CTS. DOLLARS CTS. TOTAL. SCHEDULE A TOTAL SCHEDULE B TOTAL SCHEDULE C TOTAL BID TILE UNDERSIGNED BIDDER REDY AGREES TO START CONSTRUCTION WORE ON IF AWARDED HIM, NO TWIN TEN WITHIN 45 WORKING DAYS (!O) DAYS AFTER FINAL EXECUTION THIS PR0,IECT, AFTER STARTING CONSTRUCTION. AND TO COMPLETE t DATED AT Tills — US DAY OF ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: 19�_ ho. ---� DATE No. ���� DATE DATE - ----� NO. _ DATE ' SIGNED TITLE NMIE OF COMPANY ADDRESS Cl7Y OF RENTON TELEPHONE e eUS1NE55 LICENS[ a STATE CONTRA`S LICENSE a BOND TO TPS -TY OF RENTON ' KNOW ALL MEN BY THESE PRESENTS: That we, the undersif-ned as principal, and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of S for the payment of which sum on demand we bind ourselves and our successors, heirs, adminia- trators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State ' of Washington, the Ordinance of the City of Renton. Dated at , Washington, this day of ,19_ Nevertheles.;, the conditions of the above obligation are such that : WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing 1 for (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, ' mechanics, subcontractors and material, men, and all persons who shall supply said principal or subcontractors with provisions and suppplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub- contractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said ' contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall he and remain in full force and effect.. ' APPPOVED as to legality: ' Approved: 1 Iefl CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this _ day of 19_, ' by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and —- hereinafter referred to as "CONTRACTOR." WITNES5ETH: ' 1) The contractor shall within the time stipulated, (to-wit: within working days from date of commencemert hereof as required by the Contract, of which this agreement is a component part) perform all the work and ' services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and ' transportation services necessary to perform the Contract, and shall complete the const uction and installation work in a workmanlike marker, in connection with the City's Project (identified as No. _ for improvement by construction and installation of: All the foregoing shall be timely p. -*d, furnished, constructed, installed and completed in strict conformity with the plans and spec- , if.cations, including any and all addenda issued by the City and all ' other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and ' any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, ' appliances, machines, tools, equipment and services shall be furnished 2 of Contracts Other Than Federal-Aid FHWA and the construction installation performed and ccmpleted to the , satisfaction and the approval of the City's Public Works Director as , being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. ' 2) The aforesaid Contract, entered into by the acceptance of the Contractor 's ' bid and signing of this agreement, consists of the following docur.ants, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if ' hereto attached. a) This Agreement ' b) Instruction to Bidders c) Bid Proposal , d) General Conditions e) Specifications f) Maps and Plans , g) Bid h) Advertisement for Bids i) Special Contract Provisions, if any 3) If the Contractor refuses or fails to prosecute the work or any part ' thereof, with such diligence as will insure its completion within the ' time specified in this Contract, or any extension in writing thereof, or fail; to complete said work within such time, or if the Contractor ' shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed , on account of the Contractor's insolvency, or if he or any of his ' Contracts Other Than Federal-Aid FHWA 3 of 7 ' subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement 1 for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every 1 respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the tContract or does not commence performance thereof within thirty (30) ' days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the ' City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing ' said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 1 Contracts Other Than Federal-Aid FHMA A of 7 5) Contractor agrees and covenants to huid and save the City, its officers, ' agents, representatives and anployees harmless and to promptly indemnify , saw from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred ' by reason of any work arising under or in connection with the Contract ' to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification 1 provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use 1 in the performance of the Contract, including its use by the Cit„ unless , otherwise specifically provided for in this Contract. 1 In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor ' shall proceed and hold the City harmless and he shall pay all costs, ' expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees tc 1 pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, , provisiors and agreements hereunder. ' 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such ' notice or by its duly authorized representative of such party. Any such ' t Contracts Other Than Federal-Aid FHYA 5 of 7 ' notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States nail, pos�age prepaid, certified or registered mail. ' 7) The Contractor shall commence perfortaance of the Contract no later than t 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be ' the sum of as liquidated damages (and not as a penalty) for each such day, which ' shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the 1 Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. ' The Contractor shall be under the duty to remedy any defects in the work and pay for any damag, to other work resulting therefrom which shall appear within the period of one (1) year from the date of final ' acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be Contracts Other Than Federal-Aid FMWA 6 of 7 ' obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. ' 9) The Contractor and ea(h subcontractor, if any, shall submit to the , City such schedules of quantities and costs, progress schedules, payrolls, , veports, estimates, records and miscellaneous data pe taining to the ' Contract as may be requested by the City from time to time. 10) 1he Contractor shall furnish a surety bond or bonds as security for the ' faithful performs• tine Contract, including the paym;nt of all ' persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; ' said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety or sreties on such bond or bonds must be ' duly licensed as a surety in the State of Washington. ' 11) The total amount of this Contract is the sum of which includes Washington , State Sales Tax. Payments will be made to Contractor as specified in the , "general conditions" of this Contract. t 1 1 ' Contracts Other Than Feaeral-Aid FHWA 7 of 7 IN WITNESS WHEwEOF, the City has caused these presents t: be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. ' CONTRACTOR CITY OF RENTON res eat artner ner y' �—or-- ATTEST: ' ecretary City C erk d/b/a trm ame Individual_ Partnership Corporation _ A Corporation State o ncorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is Permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. ' If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by dlbfa and name of the company. Y CONTRACTOR/SUBCONTRACTOR Gl� �� MONTHLY MANPOWER UTILIZATION REPORT REPORTING PERIOD +} ♦ Month: Year: To be submitted to time City's Project Goals and Timetables as committed Engineer during the let weak of following in Contractor's Affirmative nth while contract is in pmgresa. Prime ��l Action Plan � Contractor is responsible for obtaining and submitting all Subcontractor Reports. or per City's Plan _ 9.1 k TC: (Hem, and locotion of Cmpliance Aaency dept.) From: (Maem and location of contractor) This report is requlreo by executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 5. 6. mino- Total .otal Ye rk Hours of 8mploywant (See footnote) Total number umber . v/a of of of flea- His- As.,. Aalan/ oL 1 ninori Employ. Coa a Name Trade Totes Black total be to sea paRY' II.C.) Eiana panic elan 1.1an< Pe- R Y- LLnd •ale v/n eel i C A Tr AD Tr ' Tr 1 T, Tr AD Tr An 1 1 I I ' r An Tr 7. Ceepagy Official's 19nature and Title Date S nod 1a 9. Telepnane t.umber (Include Area C.de) �ev. 11/77 (-Males G Femsles, "Minorities a Non-minor. Aes) 7/80 (Submittal Requirements a City's Goals/Tiamtablea) Page _ of INSTRUCTIONS _CR FILING RMPLOYMENT UTILIZATIOA REPORT (CITY OF tmrM) The Employment Utilization Report is to be comyleted by each subject contractor (both prime sad subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting Period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractorts work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self- explanatory Compliance Agency . . . . . • • • . . City of Renton (administering department) Contractor . ' Any connector who ha:; a qualifying ■ construction contract with the City of ■■ Renton. 1, Company's Name . . . . . . . Any contractor or subcontractor who has a , qualifying contract. 2. Trade • . . • . . . . . . . Only those crafts covered under applicable EEO bid conditions. ' 3. York-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total , number of hours worked by each *minority group in each classification and the total work-hours for all women. , Classification . . . . The level of accomplishment or status of the worker 1n the trade. (C - Craftworker Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours worked. (The sum Of columns b, c, d and a divided by column a.) 5. Total Number of Minority employees . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees Number of all employees working in contractor's aggregate work force during reporting period. • Minority is defined as including Blacks, Hispanics, American Indians and Asian ' and Pacific Islanders - both men and women. REQQUIREMENTS FOR THE PREVENTION 01: ENVIRONMENTAL `- POL Aii"p ESERVATION bT-TU1M-RXTMVM-MT=CES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621, the Contractor shall secure any permits c" licenses required by, and comply fully with al; provisions of the follow- ing laws, ardinances, and resolutions: Kir , County Ordinance No. :527 requires Building and Land ' ve opment�3vision cnX y3raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. ,Kin�Cou�nt ordinance No. $00 No. 900 No. 1006 and Resolution. ' ^w• ° 'e o• TdSSS—Ao 3TA3��o. en o. contuned in ing ounty .ode'R-t es an are provisions or disposi- ' tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. �Puet�Sound Air Pollution Control A ency Re¢ulat:ion is A regu- atl 1071 t0 LOntrOrt�le em1551on O aiT contaminant-s Tr'om all sources within the jurisdiction of the Puget Sound Air Pollution t Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in accordance with the Wishington Clean Air Act, R.C.W. 70.94. ' WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02 Requ'.res operators of stationary sources of air Eontaminants to maintain records of emissions, periodically re- port to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulati,,n 1. R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure tTie purity of all water of the State consistent with ' public health and public enjoyment thereof, the propagation and protecting of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this ' State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of S5,000/day for each violation. 1 R.C.11. 70.95: Establishes uniform statewide program for handling soil soilo wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except At A solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES , R.C.W. 76.04.370: Provides for abatement of additional fire haz. ar an s upon which them is forest debris) and extreme fire t hazard (areas of additional fire hazard near building, roads, campgrounds, and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on ' Property on which an extreme fire hazard exists. R.C.w. ?6.04.010: Defines terms zelating to the suppression or a C4. 7; o forest fires orest fire conditions. R.C.W. 70,94.660: Provides for issuance of burning permits for Va- g at n T g or prevention of forest fire hazards, instruction or ' silvicultural operations. R.C.W. 76.04.110: Stipulates that everyone clearing land or clearing rjg ,t-if-way shall pile and burn or disposr of by oth::r satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning permits. R.C.K. 78.44: Lam; governing surface mining (including sand, ' grave stone, and earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding, and inspection of operations. , W.A.C. 332-18: Delineates all requirements for surface mined aI n3-rec ama'tion. W.A.C. 332-24: Codifies requirements of R.C.v' 76.04 pertaining; to an c Baring and burning. U. S. ARMY CORPS OF ENGINEERS Mti et on 1 o f the River and Harbor Art of June 13, 1907 Author- CPS ecrary o rmy an orps or EnRineers to issue permits to any persons or corporation desiring to improve any navigable river river at their own expense and risk upon approval' of the plans and specifications. Section 404 of the Federal Water Pollution Control Act PL92-500 tat, - `ru-th sizes t e ecretary o t e Army, acting tt roug . t e orp6 of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at sp-cified disposal sites. P--rmits may be denied if it is determined that such ' discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FLP°RAL LEGISLATION ' Section 13 of the River and Harbor Act a proved March 3, 1899: zovi es tat isc arge o re use wit out a permiiinto navigable waters is prohibited. Violation is punishable by fire. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. _2. r ' PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: 1 ZINC COUNTY BUILDING AND LAND DiVFLOPM:RT DIVISION Kin Cunt • Resolution No. 25789 requires an unclassified use permit or rng, quarrying includ:na borrow pits and associ- ated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides fer land reclamat.On suhse- ' quent to these activities. A copy is ay.+ilable at the Department of Public Works or Building and Land Development Division. ' Shoreline Management Act 1971 requires a permit for construction on—State s oreInes. wit acquired by Public works and reviewed by Building and Land Development Division. ' iKin:T County Ordinance No. 1488 requires permit for grading, land s, graveTts, - umd pig;quarrying and mining operations except on County right-of-way. Rev'_ew by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT 0"r FISHERIES AND WIE ' Chapter 112 Laws of 1949: Requires hydraulics permit u:i certain projects. (King County Department of Public Works will obtain.. ) ' WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: Requires a National Pollutant Discharge Elimination Ty-s-f-e—F-OMM permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. ',''.A.C. 172-24: Permit to discharge commercial rr industrial waste water; into State surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity.) tW.A.C. 508-12.100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that ,., to permits . ir water ase e reviewe y t Department of Eco ugy whene.er it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water N.A.C. S08-12-220: Requires permit to use ground water. W.A.C. 509-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. S08-60: Requires permit to construct in State flood co�T z_ne. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.). ' 3 PERMITS REQUIRED FOR THE OROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES , R.C.W. 76.04.150: Requires burning permit for all fires except ' o sma out oor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170. 76.04.180, and 70.94 due to exteme fire weather or to ' prevent rest.iction of visibility and excessive air pollution. R.C.X. 76.08.030: Cutting permit required before cutting merchant- able Lim er. R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. , R.C.W. 78.44.080; Requires permit for a^y surface mining opera- tion inc u ng sand, gravel, store, and earth from borrow pits) . ' UNITED STATES ARMI CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit or construction of Ye t an ri g,�s—'seeU. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain). ' FIRE PROTECTION DISTRICT R.C.h'. 52.28.010, 52.28.020 52.28.030, 52.28.040 52.28.050: , rovi es authority or, requirements o an pens ties or ailure to secure a fire permit for building an open fire within a fire ' protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3, 1899 General Br id e ct o arc '9u an enera n e ct o as amen e must equires a permit or construction of bridgeon 1 naviga^bTe waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- , mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY ' Section 9.02(d) (2)(iii� of Regulation I : Request for verifica- , Lion of popu ationity. Contractor should be sure his opera- tions are in compliance with Regulation I, particularly Section 9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) , and Section 9.15 (preventing particulate matter from becoming , airborne) . -4- , PERMITS REQUIRED fOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40, C hit er Ic Part 61: Requires that the Environmental irrotectiNCXency a not ie 5 days prior to the demolition of any structure containing asbestos material (exclu2ing residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolution, are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be tte responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. 1 -S- 1 1 1 i 1 i SPECIAL PROVISIONS 1 1 1 1 1 i 1 1 1 1 i ANA STAKAR. ECIFICATlpiS ' Sa CITY OF AE1n7>h SPECIAL P17SIOIK ST p�,CIFICATIOM ' The Standard Spectffcations for ton State Chapter of the sl+n7c1pa1 public Works Cons after referred t Aakd icln public Works truction prepared Dr the Washing_ of t e as tha 'StaaOard As3oeiatfon. 1981 Edictan, sha11 the State 0/ Wishingtor am ift Cations' Am said Specifications on, be her'la- as applicaole, Are hereby 1Mluded in DrdlnaMAs and Charter f to With fha and shall apply ex than As specifications as though City of 4nton, ip far cept at ael+glp or i+dersad" by the Special provi quet" in their A copy Of provif ions hard'n M+tlratr ennl i build _.a R Spec iflcationi +s 0" file in the offs' interettadgparty. ' Penton, Washington 98055, Mere they day beee0Ynthed Works Di the Public anc On scat hd by a,°,y'be Construed reference is Pace in the Standard Specification, to the Dt Con3lrued to aeon the City of AMton, and WhaM RflreMo Is reference shall D! cons[rued to a^eM1 such reference shall dull autMn:ed rprrsentctive. Pawn tha Director Of Public cede to the Engineer, such Works. City o1 Menton, Or Ms MOTE: The Spacial proMslons hereinafter Contained sail; be in addition to or t sere provtifons of the Standard Specifications in Conflict addition to Pare_. DIg�S snail super- Of r fes to parts, sections, forms, erticlls and fUDartit;es are Inserted 1pr Of rNlrint! on lY and sha71 MC affect the Int,rpretati0r oT the contract SECTION 1 CenvrntencG --� docuronts. ' 1-1.50 _-Act of God ans In "Act of kit1sto tnnehigeSq tereor /1o0dnat�O1nt Or other utaclysnic phanoeanon i A ra tn, to Oflecalt Sark, Which mighty VAMpllllnon Of unusual Intensit for the Of the might red sona0l o nature. 9enlral locality of the Wrk, s'All n b nave tree. AS an act Iron historical soecl- 1-1�_51 GC Q! tOn3 VYld of all act term rlCOrc3 $n0�p D�inj� ' ceded The tm Shop Drduin9s" shall re, P tract0'sa ul trth0dt of i"i calla[i othe Pictorial Otherec description of the details of pro Subcontract., or a PanufaCtu r o structi n poses re and suomitted for the 0 oval red by the Con- , 1-1.4p'�- pr [qua a approval of the Oemer. Where rtee,. fns i be the sole sjte9e Of rthe quality ad fulta0il er on recoatenddtion of the In in04 1-1.53 A_-al ty Of the proposed substltutipn. The O.vGrerm "Approval" shall a3'An approval given by Or given properly 0n the behalf Of the 1 CITY OF REsiYON WMA STMDMD SPECIFICATION , SPECIAL P►pglS1010 SECTION 2 - SID PIMIMWS RID COIDITIO4 LIM - ExOaiMtloa Of PLns. SoplflCatIM and Site Of Wrk ' TM bidder shall make his own deductions and contlwtiont as to the Mture of the materials to on excavated, the difficulties Of hiking and maintaining required excavation$, the diffi- culties which may ante frma 6u01uvfaCe conditions, and Of doing any other work affected by ' the subsurface Conditions and SMIJ accept full respOnsibillty. Soil logs, and portions of the subsurface investigation reports, when Included In the contract plans and sVKlfiottons, Aft ProviOve for thk convenience Of the Contractor. It strll be the responsibility of the Contractor to reY1w the COapletn tall logs, CCeplate Subsurface investigations, reports ' and texts a * available at the office of the Own and/or Eno/Men. The Owner and the Engi- hear do Mt warrant the coapleteMss or Mlevancy of condensed subsurface investigation reports or WPted toll log reports rxtracted fro the complete report texts. 2.1_12 - Public Dom/Ms of Olds , Sealed bids will be recehed by the City of Renton, Washington, by filing with the City C i erk Municipal Wxldinp, RentOn, Washington, until 2niC n'Clmk p.m. or the date spec,- fied n the Call for Bids. , SECTION 3 3-1.01 - CensldarMtion of Olds Awarding of contract will De bash or tot&` sun of ell schedules of prices. W partial bids will be accepted. 1 1 CITY OF RENTON APWA STANDARD SPECIFICATIONS 5►[CGL PAOYfilold CSE TJM a 4-1,05 - Procedure and Protest b, the Contractor ' Any questions arising betwe the inspector and the Contractor or his superintendent of foreman as to the meaning and intent of any part of the Plans and Speclfidetion. or Any contract document, shalt be immediately brought to the attention of the Public Works Civic- or or his representatives for interpretation and a^-jusamght, if ma Rented. Fa+lure on the part of the Public Work$ Director or hit representative to discover and condemn or reject apropar, defective or inferior work or materials, shall not be construed ' " an Acceptance of any Such We or materlilf. or the part of the improvement In which iha same men have palr� used. To ;,event disputes and lltigetian. It is further agreed by the panti" herein that the Public Works Director or his ,presentative shall determine the Quantity AN quality of the several kinds of Work teAWet" in the$* iaprovtmants. ne shall decide All questions relative to the execution of the Work And the interpretation of the Plans and SwifiCa- tlons. ' In the event the Contractor is of the opinion he will be dwge by such interpretation, he shall, within three (3) ". notify the Engineer and the City Clerk in writing of the anticipated nsture and apunt of the damage or damages. 71ma is of the instance In the giving of such notice. In the event an Agreement cannot than be reached Within three (3) days. tan City and the Contractor will "in appoint An arbitrator And the two Shall select a third. within 30 days thereafter. Two findings and decision of the Board of Arbitrators shall be final Ara binding on the parties, unless the oggrieved party, within ten (10) days, challenges the firming; and decision by serving and filing a petition for review by the Superior Court of Kling County. Washington. The grounds for the Petition for review Are limited to showing that the findings and decision. ' 1. Are not responsive to the questions submitted; 2. Is contrary w the terms of the Contract or any component Lhere^f' 3. Is arbitrary and/or Is rot based inch the Applicable facts and the low controlling the issues su0nitted to arbitration. The Bard of Arbitrators shall support its decision by setting forth in writing their find- Ings and conclusions based on in& evidence Adduced at any such hearing. The arbitration shall De Conducted in accordance with the statutes of the State of Washington ' and court decisions governing such procedure. The costs of such arbitration thall be borne equally by the City and the Contractor unless it Is the lows rd's majority opinion that the Contricbr's filing of the protest or Actionn is capricious or without reasonable foundatio'- In the latter case, all costs shall be bonne ' by the wntractor. The value of any suit she 11 be in King rn ;y, Washington, and if the Contractor IS A non- resident of the Sto to of Woshi rg ton, he susII des i gna to an agent, upon wham prod ass may be ;erred, before commencing work under this contract. 4_1.10 - Use of Materials Found on the Project All salvage material as noted on the plans and taken from any of the discarded facilities ' shall, at the Engineer's discretion, be carefully salvaged and delivered to the City Yard. All salvaged "tar mains, fire hydrants, valves and appurteMnca, itch basins, store and stnitary manhole covers shall be salvaged and delivered to the City land. Any cost incurred in salvaging and delivering such ,tons shall be considered incidental to the ■■ project and " compensation will be made. ' 4-I.12 - Waste Sites All material designated by the Engineer to be Wasted shall be hauled, duped, and tilread At the �oCations SNRtoo by the Contractor. ' the Contractor shall have tfu responsibility of obtaining his own "it, site. All work inclu- ded in t✓s section ih`11 be Considereo to de Incidental to other items of work and no furthfr compensation will be made. ' The mutt taken to the "tte site shall be mainteired solely by the Contractor in a manner as described below CITY OF AMOW , AMA STAWWD SPECIEICATIOmS SPECIAL PIN)1rISIOWS SECTION c 'Continua) The COStractor shall be prepared to use sitter trucks, power SKmen, and nLtad equipeer, as hawed hecessary by the City Public Works Director to ailw5ete the prpolan of lost spin-s:lag the route. Frwpt "iteration of the route is mandatory, 4-1.13 - Tima of Cg!p)stide The Contractor is aapacted to diligently prosecute the work to cwepleti" in all parts end rail lrgaents, PrOrtded, however, that the City Council shall have the right upon regast Of the public Works Depi,vwt, City of a hUp, lIanington, to extend the t," of ccepletlon of Seidl work. Nee extenslon shall be valid unless the saes be in writing And accompanied by the written con. sent to such eat""On by the surety m the bond Of the Contractor. Tier lost in replacing impeoper work or material shall not furnish any ground, to the COnt,Actw for claiming an a tenSton of tare for the C=Plttion of the work, and shall not "lase the Contractor from damages or liabilities for failure u comalete the work within the time required, a-1,1 _WourS of Work The work trg lours for this proJKt w511 be ifafted to week days during the period free 8:00 ItA. to 5:00 P,W, The town of work ray be changed at the disc"tson of the engineer when It is in the interest of the Public or the contractor due to rardnS of safety, health or welfare. e-1 15 - field Office The Contractor shall furnish and mainuin A field AMC* to be used by tee City,, rep"sente- Live at the site, The "field office shall a a NOW#office trailer wwth mini" plan dimanSi"S of 12 feet x 30 fat. The Held office shall be wall ventilated, lighted, heated and supplied with hot and cold pier and toilet. TM trailer Shell be insuleted in the floor, walls Hrailer afer all the pWbj and ectria)Owiring urderrthe trailer hislaban hooked up, ,The fieldt toffice %Mill be lococated ' es designated by the Engtnar. The field office Shalt be aW/Ppad with the following equipment as a minimwn quantity: One office desk, one - a fat x g foot throw table, one desk chair, one drafting stool, one drafting table, them chairs, one thra-drawar legal site fill�+g cabinet. All cost, for the field office %Mil be included in the item "Wp61)fyatl0n," lswp spa and ro further con- antation will be made. The Contractor shall install am Mintain , separate telephone 11"with two phones for the city•s representative and pay all charges for local tali$, the aggregate of all to!1 the above $25M per month will be paid by the Emginar, The Contractor %hall pay for all electricity, water, heat and any sewer charges levied against the trailer during the life of the contract. The Contractor Shall revere all garbage few the field Offite at last twice a week. The field office shall be Mintainad throughout the con- struction period And shall be rwoved from the prolect site as directed by the Engineer. 4-1,15 - Coletrattor'i Capitt of contract Do,~%$ , the Contractor will be supplied by the Owner with 5 Satz of plans and Specifications. At i"tt ea complete set of contract a cuw!nis, including on, full size set of drawings. Shall to Fat at the site Of construction in good condition and at all times ava7labie to the Owner end the Engineer, Additional copies of the contract 40cwwents, i! required, will be furnished b, the Owner It net Cost of reprpductinn, ■* i rCITY OF RENTON RANA STANDARD SPECIFICATIONS rSPECIAL PROVISIONS 5-1.01 Plans end Norkitq Dreainos rThe COn%Mttbr shalt farm•, all dradrps. SPINAMAtions, descriptiva data, cartificates. fWAPlms. ttata. Matbods, Schedule$, and Manufacturer's inftruttiorl of SPecifically required in the contract 6000MAnts. and all other infomtion n May reasonably be rWuired to daon- r Strate fully that the Materials and pai Paent to be furnished AM the wtbods of Work conly With the Provisions and intent of the S"cificatious and dramings. If the infmrwation shws any deviation from the contract requirements, the Contractor sill, by a state nt in Writing scCeNgnying the inforuation. advise the Erpinpr of the devietion and state the reason there- fore. r r r r r r r r r r r r r r r CITY 6i RENTON ' APWA STANDARD PROVISIONS SPECIAL PROVISIONS SECTION 5 iCo ti uedl ' -t 0 - Eoha11-CtiDh Staking The Engineer shall hart the right to wake reasonable charges in the grades a$ they are Shown , On the drawings. Grad" will be established in the TOM of offset Stakes at distances not greater than So feet, set in advance Of the work. Whenever work is In progress, the Con- tractor Shaul have 1n his aeploYmenL a worker cm tent to set a batter beard or other con- e from the line and grade stakes given by the Engineer. ' Such aeeloyeas Shall have the duty And "SPOnsibllity of placing and maintaining such Con. StrSet otton rage o. A patter board set with in engineer's level shall be used for all lines set on a grade of 0.50'. or less, at least threa batter boards shall remain In place during Pipe laying operations. If, throogn the Contractor's negligence. any stakes shall ba , oast roved one require resetting o sun Shall ba deducted from the Contractor's final payment equiyalent to the extra cost Ir any inharing required for such replacement. Tha laser method rf establishing glade may be used Providing: I. Request for u$e, equipment and wattod of operation are submitted for City review and approval at least five days prior to use. 2. Grades are checked at least once every SO feet and at least 3 times daily by con. ' Ventloeal methods. 3. Prober anchoring of pipe Is Performed in locations wherk a lip, is heing used for aacaYation. , The contractor shall arrange his work to allow a reasonable time for the Setting of stakes for the next phase of his operation to prevent work delAys whole waiting for construction guides. The following stakes will be set by the City one time only: a. Slope Stakes b. Subgrade blue taps ' c. Curb and gutter elevations d. Elevations for paving machine e. Stakes for irdm emins and ePpurtenances f. Stakes for Storngrafns , 9. Stakes for Sanitary Seat- The Contractor shall assume full responsibility for datafled diwaISIOns, and tranferring elevations or measurements measured from such stakes and marks. Delays by reason of lack of stakes or a request time for Survey less than three da,s are ' deemed a risk to the Contractor and Shall not be the basis for claims for additional COmpen- Sation or construction Link. All costs for the Contractor's surveying shall be considered incidental , In the proposal, and no further compensation will be made. to other bid it,,! 5-1.12 - Final Acceptance The Contractor shall notify Ile Engineer In writing Of the completion of the work whereupon , the Engineer will Proem tly, by personal Inspection, satisfy himseN as to 'he actual Conn. to tion Daher the work in accwork is ace with the terms of the contract, and shall thereupon recommend to the all b that the work is acceptable. final determination of the acceptability of the ' work shall be made by Me Amer. S-1.15 Method of Service of Notice Written notice shall be deemed to have been duly served if delivered in person to the individual, , or to A partner of the tiro or to an officer of the corporation or Omer Or to ea UKYtive official if the Owner Is a g.,Ymmntsl body. or if sent by Registered United States Kilt to the businest address shown In the contract dK lmmntf. 5_1,17 - Errors end Omissions , If the Contractor, in the course of the work, becomes Aware of any errors or omissions in tee contract are of an oil in the tayoyt as given by Survey Paints and instructions, or if , he becomes aware he shY l I lacy between the contract dOC~ts and the physical Conditions of the locallt he shall he tataly Inform the E�gloser and the E��99inear, if he deed it neCesia way, shall red LHy the matter arm advise the Contractor Kcordirg iy. Any work dyne after Such discovery, until out harieed, will be done at the Contiactor'S risk. City OF AM% �SPECIAL MMetS fgh3PECIFICATIONS; CT pl 7 7-i his r"s Arm H tlf/Ina �PiNu{�oa t e,WYaaene ['011 �Constrlction oWa Sete froad IeGrov t orwr Is The Contractor of salu t Public See Section still lncluoe In his unit Di IN'.all tit"fetid Gt that sA ni 0 • the 1 Y 1 t n 7-Lpq of the Standard SW,fi ° pri H a ' SAal If ai,PD Yy'42 Mina s4parato did Itm.ryd°aconsiructi0n. the Washington State Salts fie fie. ' Sant Goon feci)i i should be Provided I mic dental—`--Incurred in _!_n9 awtrq c yst sal 4been facilities field off, At1 e-pens., n5 . to Project the or" of' 1'02 - tow limit. Snell been shall be consf dored All taen GMathend 46 N of of the y�jractor, SubContNCGrs. G is h" the POWs yfr)I to regard to it tee Wight. aw loans of a""'MgtOr r(1%7hill StrictlY adhtrn so for vehicles, fdltl on and eMand for tn5ch the wvMse)eMaae 'acMSMMattr lal that it delivered MY gross violation 1 in excess of the 1 agent, o Mese regulations sMli e9a1 WWe fight the Con r be rePOrted to the affected lay used on ttM torr is to furnish to Me P eMorCMent lead 7-1 09fM is. p oJet t' if still the Vehiclecnw"r,'I'vet e a listing a of all heal reMctes Wa es Wight and lic ensed The Prevailithe ng rate of ya C%PtI tMsltr/3Ind ultrl,,ndgCW tneaschlduaeds ame of/oThe this rules'act Of paid to lshalli of rlr+ceoNaI ryaathanics epploYpy in contract enp llpe ptrrOM d as dothw,ya/etrocks Ipr If LDa°arVMnt of in the Provisions l.Ep�i:d of Melt o/ tailor set forth herein, "du$tries, aN D led by tht In locality or t Of Labor Y referehCa Made a °ustHal Stotts ities tic ion T pet Wert r part- 's ai1hoeNsmuch Hventhatrall ctor Mill De Aeld Pa't o/ thii cOntyg ei though efu7)y sp�ncp� D1ds Wsed on Op K'ie rsPKfli Gtfd,S, beesel resatOf she Currantprevailing as, it to 0, coot yl to he Workers Lat the job , ratesOflyvn ThousanPost t arsf(31C,ppp.00, a Con ector'go rates helore Job sit 9e5 swll (7) A olloyiry in a location re9uired Industrial SGtewnt of Mistily yisipe to $tacit tiNM Intent to pay prevHiin ACM 39.12.p{g, aw Of the Doper 9 w s,9t a (2) The address and tele0wn baMt of La Dorf Industries e��tr by tne Of ce' of In Case any dispute uIIIw9es myabe maude. snareea Industrial Oreinqufr Ion of the' nature Old M. Mtl such sus aputes to Mate l of 1. net be adjust +eendy°�"9donhaw P+et te�itn�vpnlret~Md Al MtlK iDel�nferred foas rfj D tres teri W"otlydlnpela0or W in the dt spate as drpr p'M"fdhadY PCI1LIIty toand CMClunre Enge 9grt ate to, old cn end e4hyt subcontractor melt It le a scorn 39.12.D60, as 9 w t)re th i n�trq and nt of ' es coos HIM Pill fringe Dc bf idlelnit�t Ch JoDDclasf ailgtlonies as to0 the "Prewil. Dr cheeY Hcn DNrallf ng yege rates to be ermined by Y CITY OF Rtklop .. AP1kt STANDARD SPIKIFItATIM SpiCIA1 PROVISIONS SECTION 7(Contlna u) ' the industrial Statistician of the D,,o,dnnt of tabor A industrits. If the Mgt rates An correct. the Industrial Statisticyan will issue or actnowledli amt of Approval to the Contractor Armre dlar subcontractor with A copy to the a"Ntnq egencs [aqua). If any 1rtcOrre: rates by CM Indust rage rates e dustraA, tit Ca+tracfor and/or sub<Ontractor will 60 Mtitird of the fs rece+red. correct industrial Stat'St'c Ln Aso Approval will Pa withheld until a correct lt&4 e t RecNpt by the Owner of tit SF 9662 for, for Contractor and /11 sYteoAMctP,S' duly approved'y the Deeert"nt of Labor end Inwstrie& will ere a Prerequisite to the Pay,ent by the Owner Of Any sums it" the Contractor. fgft: For A contract Ir I-ass of S10,000.00 the State+rht of int"t to Pay Prevailing wages sha71 intlude. 1. The Contractor's registration artsfiute ilf,"r; and , 2. The pfevalling rate of wage for nth clossiftaadun Of workers entitled to prevailing"gas undo RCw 39.12.On0 And 3. The hW"h of workers in ,ch C1/53ifiotion iocA voww clots submitted by a Contractor for Payment Or a project ettiute shall state that Prevailing wages have beer Paid in ACCONence with the pry-filer Suterent or State- MASS of '"Ant on tilt With the Department Of Labor and IMustries as Approved by the Industrtal Statistician. Affidavits Of we", Paid (SF 9643) Art to be filed with the atl'e TfeeSYrer, or the Tree. surer Of the County Or moicipal Corporation Or other officer or person Charged rill Me cvStedY And disbursement of the state or Corporate fulls As the Gen on he and Iva (th ■ Indust ie each Affidavit e: to M filed with the Ol rec ter of the Departa,nt or LIDO, and ■evens tries. Ali, ion: Industrial Relationt Oivisi". 1601 Second Art., Seattle. when. ■aver kagePrAct [ID1e, afitdAvits pertaining to 6 particular 'tract &hOuld be submitted as a Package. Filing Of All applicable 5F 9643 forms with the Omer (after DePartRent of IADOr and Industries crrtif i<atlon; Wi11 be A prereduisi[e to the release 11 Reai"ge Funds to the Contractor. 7,1.I1J - Records and Repo is The Contractor will be required to cmgiete and subsets the following doc~t before Progress And/or final pay"nts to the Contractor will be approved by the Public works Director: 1. Each month - City of Renton A/firth,, Action Rasort for CMtgctor/SupDOntrat for ("thinly Planpoweir Dbimtatign Report) Tnt owner rill furnish these tonal, to the Prihe Contractor during Preconftruction meting, An Nutt Eaoloy"nt Opportunity Report Certificate Shall D< extCuted by the bf Oder Withd proposal On lots Project end which tarts within the provisions of the equal AmPloy, MA opPOrtunitY regulations of the Secretary of labor as revised May 21, I96O. Me foram 'Of Certificate will 01 furnished to the Contractor Y,b, the proposal, stall rag as to rf he. Ms time as9OCiattOn, co-partnership or corpo,atic, has w,tuipeted In Any previous contracts or 9tIDCOntrattS subject to the equal oppOrWmtr Clause And if so, whether Dr not no has submitted All reports due under applfubl♦ filing requsrenhts. ' FAllure on the Part Of the budder to furnish the required certificate will be due Cause for rejection of the hid. If A contractor t0 wean An award is About to be"de, eeatpt for lick of an Equal Employent t Opportunity ti Cite Report rt Certificate, er10 tifical refuse& or falls to prgeptly execute And fum,sh tee required Fran Mf Y ter mwrice by the Of"IC for Of Public works that Same is lacking prOpoSal, the Proposal gyarAhtee, to f4he of don:;. Check, or cash which ICcaepanied the Did, will be forfeited to the City. ' Nntnevtr A contractor requests "mission t0 sublet A Part of any contract aril Such contract °omits within the provisions of the 04" Mployu"t Opportunity regulations Of the Secretary of tabor, revised tekY 21. 1g6R. ht {hail Obtain tMS Certification frog his proposed SUP- 'Contractor and fvw C.ard it t" 2r with sVtn r"goSt. tap SybottraCt will be aDPMred before ra'"'Pt Of such CtrtlfiCati" frOR the tuDCrntractor, For this purpose. tertificatiol firms "r be Obtained foam the Project tAgineer Assigned to snit project. ' • CITY OF I" A!W STAMM S►E...ICATl016 SKCIM PWISIM SECTIA 7 (Contilm") 7-1,13 ' Ontr is lysponstbility for York ' The Wort shall Dt undnr the Contractor's r Ws;b1! an and charge. The Contractor shall bear all lot$ And daaa whatseerty and from wNtsOWa caw&e, except that Guild Solely by the Act Of the pnef unich MAY Kcur on or to the work during the fulfillment of the ' contract. If any such loss Or damage Occurs, the Contractor still immediately mate good any such mat or damage, AM in the Went of the Contractor refusing or n"IKting to to so. the 0~ SKY itself or by the WA10yment of some Other person Mae good Day Such loss or damage. AM the Ott Am "Wit Of SO 6014 shall be cMrg/d to the Contractor. rha Contractor Albs! shall At All times he rtspons`ble for the Safety of his and his sub- [o,troctOr's amployas, and for his And his Subcontractor'$ plant and egulpment. And the method Of ProSAcutinp the work. ' During unfavorable weather and other -orlditiGns, the Contractor sha'I pursue only Such portion& o' the work as Shall not be deeged thWeey. NO Mr-00hl Of the work Whose satisfactory Quality Or efficiency will ee affected by uruvoraDle to""tionf shall be canstruc too while those conditions exist, unless by SpKjet means or precautions acceptable to the Engineer, the Contractor shall be able W overcome thew. 7.1.14 - Aespontt�iltb for CLmaOa The Contractor shall be responsible for controlling dust and wad within the pMDKt limits And On Any Street which 1S utiliva by his equipment for tht duration of the Project. The COrt16ctO1 &Nil be prepared to use metering truhi power Weepers and other pi Ke of equip- , Part aS dtlmed necessary by the Engineer, to avoid crating a nuisance. Dust and mud control Shell be Considered as Inc1dK.:a1 to the projKt, and M Compensation will be made for this section, CMIMIAts on dust, mud or unsafe practices awe/or property damage to private ownership will N transmitted to the Contractor and prompt action if.. correcting will be required. Written Mbce of COrmtion Of complaint items will be called for should ripltitive complaints be received by the City. 7-1.16 - protection !M RatOratton Of Prowl The Owner will obtai, all a&Mnenti end franchises required for the project. The Contractor ' shell limit his OWA*10n to the area' Obtained AM ashall Mt trespass on private prowtrty. The rimer may provide Certain lands, as indicated to conMCtion with the work under few con- tract together with the right of access to such lands. The COntr&CtOr shall not unreasonably encumber the premise& with his equipment or material S. The Contractor shall Provia, with no liability to the Owner, any Additional land awe access thereto Mt Shown or ascribed that may be required for tawpbrary construction facilities or Storage of materials, he SNIT construct all access fads, detour roads, or other temporary work as required by his Oeer&t1Ons. The Contractor &hall confine his puipgnt, Storage of Mitt'Al and operation Of his workNs t0 LMse &reef Shown and described and such additional areas as he ay provide. Re&terati On Of Structures and Surfi.ei Gtn_tom. All COliStruCtion work under this Contract On easiments, right-cf-Wy. over private property Or fraMMSe, shall a Confined to the limits of Such afaments, ri gnt-Of-way or franchise. All worn shall be ACCmaplished so as to Gust the last Amount of disturbance :no a minimum Yount of damage. The Contractor shall schedule his work to that trenches acro$% asAments shall not be left pen during weekends or holidays and troMhes shall Mt be left open for men then 48 hours. t D. urts. The Contractor shall femave Such existing structures as may a necessary for the per ounce of the work and, if required, shall rebuild the structures thins remeved in is good A condition as found with einleW rlguirtmints as herein specified we it'll also repair all existing strictura which may be amaged as a result of the work under Mi& contract. ' C. a ement! - CYltirated Arees awe Dpar Surface IeprOy}�r—ef. All cultivated Aras. either eqrlcu YN1 Or lawns, a of r scar ace provementf damaged by actions of tN On- tractor 2411 be restored as nearly as possible to their original condition. JQOF RENTOi . . , KW SIMARD SPECIrICATiOIs SPECIAL PltDVIC1okS SECTION 7 (Continued) , 1-1.16 (panties Prior t0 µcovatian an an "foment o^ priratt right-af-Way, the Contractor s,,:I (trip top e sell fresh the trench or Construction sea and stockpile it in such a maniam" that it May be Isolated by hie. Wan Caplttio, of Construction. Ornamental trees and shrubbery shall be Carefully removed with the earth surrounding their rests wan" in burlap and replanted t in their original positions within ed hours. All shmbsrry or tres destroyed, or damaged, shill Of replaced by the Contractor with material Of equal Quality at m ooditiorul Cost to the Our In the event that it is necessary to tranCh through any lawn areas, the moo stilt be cartrully Cut AM rolled and replaced after the trencha have bean hackfilled. The lawn are shall be cleaned by sweeping or other means, of all earth And debris. , The Contractor shall use rubber when equipment similar to the M11 tractor type baCkhoes used by side samer Contractors for all Wrk, including excavation and peckfill, on asamenti or rights-of-moy which have lawn eras. All faeces, markers, mail boxes, or other temporary ' ObStACla shall be removed by theCortractor and ismed iately replaced after trtnch is heck- filled in their original position. The Contractor shall Witty the Owmr And property owner at last 24 hours t" advance of any work do" on easements Or rights-Of-way. All Construction Work under the Contract on easements, right-of-way over private property or , f-Inchise shall be Confined to the limits of such Nsaents. right-of-way Or franchise. Ali wort still M OCComplished s0 is to Curse the last Wont of disturbance AM a minimum Amount Of damage. The Contractor shall SChodult his walk So that thatches across easements shell net be left open during Weekends or holidays, and trenches shall het be left open for mere than , 48 hours. Damage to existing Structures Outside Of easement Alfas that Way result from d"atering and.!or Once• construction activity unde' this contract droll be restored to !ts original condition or ' better. The original coalition shell be establisned by photographs taken and/or inspection made prior to Construction. All such work shall be done to the Satisfactior of the property owners and the Owner at the txpen Se of the Contractor. it Streets. The Contractor will assume all responsibility of restoration of the surface of ' all Strix s (travelled Ways) used by him if damaged. In the event the Contractor does not have labor or material immediately Available to Wake necessary repairs, the Contractor Shall to inform the Omer. The Owner will make the necessary , repairs and the cost of such rpm Its shall be paid by the Contractor. 7 1,17 - Utilities and Similar Facilities Locil,on and dimensions shown on the plans for existing underground facilities are in accord. ance with the pest available infertatiw,without uncovering and measuring. The Omer does not guarantee the Stec and location of existing facilities. It shell be the Contractor's responsibility to contact all public and private Companies having ' u.111ties and/or facilities in the vicinity of the Construction arm. The Contractor is Warned t It City of Rattcn Water, stem drainage, sanitary stWars, street lights and traffic Control underground utilities are net a member of the "One Call" system and most pi, Contacted separately AS presented in the TKhnicol Specificatiohs. Side Sater Policy ' NO Siff seders will be Inttailed until such time AS that section of the mein sewer v,owe line to Which the side sewers Are tope connected his been tested by the Contractor and a menorah- , me. of Approval for such sect�on his been issued by the Omer. Tht Contractor and the Omer understand and age" that fallowing the issuance by the Dwntr Of A maMarandun, Which memorandum approvtS a specified section of the main pipe line, the Omer , May Authorize Any aft stwer Contractor, duly licensed by the Omer, to install And Connect AM test oha or more side sewers to any such approved main pipe lint. After the first side later it ectually Connected to the main pipe line, the Contractor shall not be held responsible for Any foreign Matter, debris, mud, and setege Which reaches the 'oe line within A Previously Approved Section. However, the Contractor is in no w, .ed from the responsi- bility hi 1 bility and guarantee rtinfore and hereinafter set forth for mute. ,IS, Mrkmnsp and repair to contrattor-installed pipe line And appurtNNncts. It is further understood and agreed that during the Contractor's guarantee period if there , are Any indications of failurt of the main pipe line or one Or Port Sift savers, the bu^fen Of proof as to Whether the fAilurt is within the min line or the side sewer or samara. shall rest With the Other; however, if investigation of such failure conducted by the Owner discloste that Such failure is an the min pipe lam, the Contractor shall Mkt such repsirs and prano ly reimburse the Owner for actual cost of such investigation. CITY OF RENTON APIN STANDARD SPECIFICATIONS SPECIAL PROVISIONS SECn011 7 (EOntinuedl Public Liability and Property 0amaq! The minimum policy limits of such insurance &hail be a5 follows. Bodily injury liability coverage with limits of not less than $250.000.00 for bodily injury, including accidental death, to any one person, and Subject to that limit for "on person, in an amount not less than SS00,000.00 for each accident; end property damage coverage in an amount not lass thin $500,0g0.00 for each accident. In addition, an umbrella insuraffte coverage of not less thin $5,000,000.00 shall M proviM. with CM hoer and and Engineer the vehicle liability' ford insureds.liability insurance.This lance shall apply to toaprahensive general liability insurance Ind �vConnttractor shall furnish the City with satisfactory proof of carriage of the insurance 7-1.23A - Cfentral SHeiv Reo lrple ti The Contractor shall notify all property owners along the construction area, by mail, prior to ' construction. The Contractor shall notify all local Police, transit, and fire de rtavents by mail prior to construction. Names and addresses w111 be furnished by the Over. The Contractor shall further notify each ocCOpa my cn person a minimun of three days prior to construction in front of each Property. ' 7.1y23C- Flaoaen. Barricades and Scans The Contractor shall, at his own e.pense. Provide all signs, barricades, guards, flagrn and equipment, construction r•nings and night lights in order to protect the DUDIic et all tiers from injury as A result of his operations. If the Contractor SNOteculd fail to maintain l times 11pht5 and barricades. in ,he opinion of the Engiieer, the City shall have the right to Provide these lights and barricades and deduct such costs from payments due the Contractor. York shall De VIWIcLed, the order of work modified, the hours of fork modified or the work ' halted altogether it the Engineer's discretion when the engineer finds such a course or courses Of action necessary to protect the public or the contractor's safety, health and welfare. All signs removed shall be salvaged and delivered to the City Yard. ' The Post Of furnishing and placing all construction and ide,,tification signs shall be itc, lental t0 the project and no c=ensation will be made. 1 CITY OF REN-011 APWA STANDARD SPECIFICATIONS SPELIAL PROVISIONS SECTION B r 8.1.03 ProOress Schedule f Immediately after execution am delivery of the contract and before the first partial Payment r Is made, the Contractor shall delver to the Engi hear, an estimm•rd construction progress schedule in form satisfactory to the Engineer, showing the or,00sed dates of commencement and caaplet)on Of each of the various pay items of work required under the Contract Documents and the ant,ripated amount of each monthly payment that will become due to the Con,actor in accord. r ante with the progress schedule. The Contractor shall also furnish periodic itWzwel astima tes of work done for the purpose of Making partial payments thereon. The Costs WWIO)N in making UP any of these schedules wilt be used only for determining the basis of partial Payments and will not be Considered as fixing a basis for additions to or deductions from the contract. r Should it became evident at any time During construction that operations will or may fall behind the schedule of this first program the Contractor shall, upon request, promptly sub- mit revised schedules in the same form as specified herein, setting Out operations, methods, and equipment, added labor forces or working shifts, night work, Oct.. by which time lost will be not up, and confer with the Engineer until an approved modification of the original schedule has been secured. further, if at any time a portion of the accepted schedule is found to conflict with the contract provisions, it shall, upon request be revised by the Contractor and the work shall be performed in ComollanCe with the contract provisions. r Payments of any further estimates to the Contractor after such request is made and until an approved modified schedule has been provided by the Contractor may be withhe.d. Execution Of the work according to the accepted schedule of construction or approved mcdifitations r thereof, is hereby made an Obligation of the contract. Pre-Construction Conference P, or to the start of construction, the Contractor. Engineer, all Su contractors, Utility ' Dt,mrtmant, Telephone Company and other interested departments sha11 attend a pre-construction Conference. with time. place and date to be determined after award of the contract. Subse- quent'.y a representative of the Contractor will attend a weekly conference to review progress and discuss any problems that may be incurred. The time, place and date to be established at the PM-construction conference. 8-1.05 - Time of Cppletlon Recognized holidays shall be as follws: New Year's Day, Lincoln s Birthday, Nesntngqtan's I� birthday, Notarial Day, July a, Labor Day, Veterans pay, Thanksgiving and the day following 1 and Christmas Eve and Christmas Day. The day before Chris tees she 11 be a holiday for City employees when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shell be a holiday for City employees when Christmas Day occurs on a Monday, Wednesday or Thursday. II When Christmas Day oecuis nn a Saturday. the two preceding working days shall be observed as holidays Wher Christmas Day occurs on a Sumlay. the two working days following shall be observed as holidays. U!Iu:dated Damages (� The Liquidated Damages do not include, and an in audition to, damages from costs for inspec- tion, supervision., legal expense And court costs incurred beyond contract completion date. The cost of additional inspection and supervision shall be an mmoant equal to actual salary 'I cost plus one hundred percm:t (10011' for overhead. B-1.11 - Overtime Work by Amer Employees When the Contractor performs construction work over the accepted eight (B) hours per day 0, ' forty (40) hours per weak, or on any City holiday, and the work requires inspection, then the Contractor shalt reimburse the City at the rate of $50,00 per hour. The City shall have the sole authority in determining the MCesslty of having the overtime inspection, and shall notify ' the Contractor of intent and said costs wiil be deducted from monies due the Contractor on Rich monthly estimate. B-1.11 - Contractor's Plart t Eqump ent The Contractor alone shall At all times be responsible for the adequacy, efficiency and su'fi- ' ciency of his and his subcontractors' plant and equipant. The Purer shall have the right to Make use Of the Contractor's plant and equipment it the performance of any work On the site of the work. The use of WCh plant and tout meant shall be considered as emus work and paid r for accordingly. r CITY OF RENTON APWA STAM M SPECIFICATIONS SPECIAL PROVISIONS SECTION 8 (Contln� Neither the owner nor the ingineer assume any responsibility, at any time, fo^ the security of the site from the time Contractor's operations have commenced until Final kcwptance of the Work by the Engineer and Owner. The Contractor shall mapioy such amasurn as additional ' fencing, barricades and wotchur service, as he deans necessary for the public safety and for the protection of the site and his plait and equipment. The Owner will be provided keys for all felled, sKured areas. 8.1.17 - Attention to Work The Contractor shall give his personal attention to all shall supervise the work to the end that it shall be prosecuted faithfully, avd when he is not personally present on the work, he shall At all reasonablt times be MPresarted by A competent superintandant who shall receive all obey all instructions or orders given under the contract, and who shall have full authority to asKute the same. all to supply materials, tools AM labor without delay. all who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful ob-.,face of any instruc Lions delivered to him or to his authorized representative. 1 1 1 1 1 1 CITi 'A RENTON APW STANDkRC SPECIFICATIONS SPEC IA, PRMISIOMS SEMO% 9 9-1.57 - Measw Went of Oeantiti" ' Al', delivery ticketsttet are raaaired for the Vurpose of calculating ouantities for peywnt wst be ractivee ..y the Engineer at the #,lw of del every. no pey.ent will be wade en tickets turned in after ate of delivery of nsuria9. a. Sj Truck ' Paymert will not be wde for delivery tickets With do not show type of IaatKial, gross Wight, tare weight, truck rxeeer, ate and inspector', initials. ' Sca;e Certification shail be submitted as early it the p"JKt as possible. iach neigh statidn shall pintsin r record of the truck number, star, ate and weigh: of all croaks providing material to tie proJKt. The might list shall be wsintainK in dupli- ' case with one signed copy trasm nitted a to the the City by the scale attendant. In isGl CK uses Mere scale might is hot available, the inspector shawl measure the truck votuee aM certify as to its full lad delivery. t. 6y Other spans Method for Masuresent and pgmnt for eaterial brought to the site by any other Mans will be deterwined by Contractor - N-er agrvesent before award of the conusc.. t 9.1.i% - Owner's Right to Withhold Certain Mounts Partial amntS on estimates my be withheld until a work progress schedule, .s descrlao in Section 6, has been received and approved. , In the event that any waterial ow workgnsnbp does not Meet the reouiremets or specifications, the 1*ty My nave the option to accept such weteritl or wort hshiv if the Director of Public Works deems such arceptande to be in the best interest of the City, provided, the City may ' negotnate pamnt .f a lower unit price for said material or workmanship. -I.09C - Retained Percentage There will Oe re..rv.d and retaihsd from eo.l.s earned by the ' Contractor, at date Riled by the Progre.. eetinalet, . sW pwl to five percent (5%) of all arWnt of such ptigtei. ultMgleing, wanage.nt. aM rel..se of retained monlei shall ' be kI rdance wit% the prov i.;pn. of e.C.w. 60.28. 1 1 ' TECHNICAL PROVISIONS r`. i r iTE SCHEDULE A S y,ROV rMOBILIZATION• • CLEARING AND GRUBBING CLASSIFIED P- r EXCAVATION WATER ICAI. TAMPING. 1. r : : : • • . , : : : • • . , 1. CRUSHED SURFACING COURSE 2. SCIL AND/OR SUBSUF.F'gCE (I-I/4' )O. 2. OF i REMOVALPRIV ATE PROPERTIES CONDITIONS 2. ASPHALT CONCRETE CLASS 2. INCIDEAL ASPHALT. 3• COLD MIX ASPHALT . PATCHING 3' CEMENT CONCRETE CURB r 3. GENT CONCRETE AND GUITEk SIDEWALK, 4' CEMENT CONCRETE 4, rSAW C DRIVEWAYUTTING 4. STORK DRAIN PIPE. 4. rCONCRETE PIPE, FITTINGS S, CORRUGATED METAL PIP r CATCH BASI P. S, NS E (C.M.P ). . INLETS, 5. RIP-RAP , S. r C.M.P. PIPE ANCHORS . 6. GRAVEL FOR PIPE BEDDING SELECT 7 r TRENCH BACKF - CLASS .�g.� 7, TESTING OF ILL' REMOVAL OF MATERIALS, J• r EXISTING CATCH ' ' ' . . : : J. CONNECTION TO EXISTIh� LINBASINS qND ADJUST STORM D 7' CASES EXISTING NqN E, CATCH BASIN RAIN PIPE g. rAND D;J:6U�NT HOLES, CATCH • CURB INLET OR 'BANK CASF, ERBASINS, MANHOLE B. RUN GRAVEL, CLASS B, D COV CURB INLETS, WATER VALVE R,EXTRUDED CEMENT CON B r CONCRETE STEPS, CRETE CURB 9. WHEELCHAIR RAMPS. , 9. i PARKING INISHI LOT RECONSTRUCTION, ' FINISHING AN � 9. D CLEAN-UP. 9. 10. 70. SCHEDULE_ A Technical Provisions MOBILIZATION_ This bid item shall provide compensation for costs ineurree by the Contractor for movingg eqquipment to the job site, securing suitable storage areas, providing a t tin office, if desired, providing sanitary facilities for the workmen, rotating equipment during the project, and removing all equipment and facilities from the project are, upon completion. The lump sum bid for mobilization shall be full compensation for all labor and equipment, and all other costs necessary for the Contractor to perform mobilization as specified, Partial payment for this item will be paid only ' when the owner determines that sufficient progress of the project warrants such payment. ' CLEARING AND GRUBBING The lump sum price for this item shall be full compensation for all labor and equipment required to remove from the site all trees, way, brush and items Of a similar natu- which must be removed in order to install the road drainage and all appurtenances. The disposal of all material shall the complete responsibility of the Contractor. Any salvageable material shall be the property of the owner and shall, upon removal, be immediately loaded and hauled to the owner's designated yard and there shall be care- , fully unloaded and neatly stacked or a tor ed in the area designated. The disposal of inflammable may--rial such as trees, stumps, brush, etc. , shall be the responsibility of the Contractor. There shall be no burning on the job site. The Contractor shall be responsible for all arrangements, maintenance, and clean up of all disposal sites required for the disposal of all inflammable and other waste material. There will be no payment for overhaul for any bid item or portion thereof in these contracts. All bid items either dealing directly with, or implying movement of, any material to or from the project area or in the project area itself, are hereby understood to include full payment for all movement of materiel. The Contractor shall schedule the work to be done within the easements so that all work will be completed within 5 consecutive working days. Upon completion of the pipe installation, the disturbed area shall be immediately resodded and restored to its original condition. The unit price for clearing and grubbing shall include all costs of labor, equipment and all incidental costs in connection with clearing and grubbing. Clearing and grubbing shall be done in strict compl.ance with Section 12 of the Standard Specifications. r r rSCHEDULE A 2, Technical Provision. (Cont.) r11(i'CLASSIFIED EXCAVATION The price per eubic toichmateriaaeaea Yard shall eterminedmbyh[he agwaYlandeusedpfore compensation for r Cons ever is ro be a pecifi ovine roadway cemhalt and cement co Section I-ig r' The location :o=aa fill or wasted, r ant concrete curb concrete dri, The of concreteeny waste di apoeal considers for retaining gutter CemenCidewalk and inivewaa8Pha1[ concrete, sidewalk coons unit ere as la' t of h wall' ;,nd removal lk, concretey excavations, bid price . 3r unclassi�iedaaxesvation�nfandiwillgberincludedhinl[hale, 'Inclassified excavation shall be measured per cubid yard at the point of .ruck volume computations will be by avers r truck loading. loading. average end area method to arrive at average rMECHANICAL TAMPING Mechanical ttam I's as am i sha outlin d in s t of hand ection r andfwha=eragriredewb� a calledefor2inithesethetSaandardngceciOr pneumatic acted Specifications and Mechanicaltampin der. specifications on the plans, r and 11 cost thereof hall be considered within this contract.shNolfueincludeed by the construe as r [ion WATER ion shall be made�ther pay items r Water shall be a,-.,ire d and placed i the Standard S n Pecs- ations, s[rfct r Water compliance with Section If of shall be considered incidental to the made. project and no further compensa on will be r CRUSHED SURFACING CO rCrushed COURSE .ined surfacing course, all meet th select the 23but the(ctanda)rd)Specificationse requirements a9 out- s source, °urce and quality shall bThep contractor tshall If deemed necessar r he (1-1/G")(-) at they same the bidEPrice. (5/8.1)(-) will be substituted for the ine Price cid Per ton of ental costs necessarhed surfacing ahall all Y for fu be full rnishing and placingc rushedtsurfacr a 3. SCHEDULE A Technical Provisions (Cont. ) SOIL AND;OR SUBSURFACE CONDITIONS The bidder shall make his own decisions and conclusions as to the nature of the materials to be excavated, the difficulties of making and maintain- ing required excavations, the difficulties which may arise from subsurface conditions, and of doing any other work affected by the subsurface con- ditions and shall accept full responsibility. Extra compensation will not be made for the adverse conditions that may be encountered. ' REMOVAL OF PRIVATE PROPERTIES Removal and replacement of private properties shall be assigned as the Contractor's responsibility to restore private properties to property owner's satisfaction. This is not to be considered as new replacement, but only restoration of existing facilities, in case of damage by contractor or restoration caused by necessity of removal. Such removal and replacement shall be considered incidental to the project Iand no compensation will be made. ASPHALT CONCRETE CLASS "B" Asphalt Concrete Class "B" (AR-4000) shall be in accordance with Section 34 of the Standard Specifications except as herein modified. Specificarion Designation AR-4000 Absolute viscosity at 140' F. poise 3000 - 5000 Kinematic Viscosity at 275° F. CS, Min. 275 Penetration at 77' F. , 100 9/5 Sec. , Min, 45 Percent of original penetration at 77° F. , Min. 45 Ductility at 770 F. , CM, Min. 75 Test on Original Asphalt Flashpoirt, Pensky-Martens, Deg. F. Min. 440 Solubility in Trichlorethylenez Min, gg Installation shall be any method determined by Contractor as adequate to place asphalt concrete and compacted to withstand loads imposed by vehicular traffic present. Care shall be taken to insure free vehicular movement as mush as is possible r when restoring existing asphalt roadway, and to prevent undue roadway [ settlement after Contractor has completed contract. 1 The unit bid price per on for Asphalt Concrete Class "B" s'iall be full com- pensation for furnishing all labor, materials and equipment necessary to install Asphalt Concrete Class "B" as specified. 1 4. SCHEDULE A Technical Provisions (Cont.) INCIDENTAL ASPHALT ' Incidental asphalt shall conform to Section 34 of the Standard specifications, except that it shall be placed b� hand and rolled with a roller weighing no more than 5 tons. Incidental asphalt shall be placed as directed by the Engineer. The furnishing and plcing of incidental asphalt shall be considered incidental to "Asphalt Concrete Class 'g " and no further compensation will be made. tCOLD MIX ASPHALT PATCHING Cold Mix Asphalt shall be placed and compacted as directed by the Engineer. The unit bid price for Cold Mix Asphalt Patching per ton will be full com- pensation for furnishing all labor, materials, and equipment necessary to place patches to the satisfaction of the Engineer and no other compensation shall be made. Cold mix asphalt shall be placed at li" depth, maximum, The removal �f cold mix asphalt from the trenches shall be incidental to the proJect and no further compensation will be made. CEMENT CONCRETE CURB AND CUTTER e Cement concrete curb and gutter shall be constructed in accordance with Section 40 of the Standard Specifications and shall conform in shape to Standard Plan No. 1 except that it shall be constructed of 14 day Class 5 (1-1/2) air-entrained Portland cement concrete, as per Section 37, Standard Specifications. Low curb poured in front of driveway and alley returns may be poured with ' the curb. Payment shall be measured and paid for as cement concrete curb and gutter. The unit price per linear foot for cement concrete curb and gutter shall be full compensation for all labor, equipment, materials and incidental costs necessary for the furnishing and placing cement concrete curb. CEMENT CONCRETE SIDEWALK Cement concrete sidewalk shall be type "B" and shall be constructed in strict compliance with Section 43 of the Standard Specifications and as hown on typical sidewalk detail. The unit price per square yard for cement concrete sidewalk shall be full compensation for all labor, equipment, materials and incidental costs necessary for the furnishing and placing of cement concrete sidewalk. CEMENT CONCRETE DRIVEWAY 1 Concrete driveways shall be constructed it accordance with Section 41 of the Standard Specifications, and per detail these specifications. r SCHEDULE A S. r Technical Provisions Cont.) rAlEMENT CONCRETE DRIVEWAy S (C cement concrete The inches. Sectionfied4for��l.amended to require that oth thiclmess of six ' shall be as specif amendays shall be tied unit price bPer as 6 112j H.E.S. a Concrete mix fullCosts price necessary compsquare Yard for cement ensation all laborhing ; equipment, Concrete driveway shall be ials nd r SAW�C=NG Placing cement concrete driveway- The The Contractor shall saw cut existing ' Concrete pavement, and cement concrete sidewalk sPo ement, cement or as directed as h by the En ree ra°diThe tionalth od `he saw cut shall wn on the Plans The method of Fs was may be required toneffectimum falinches and such u' rcutting shall be uniform break. The unit price or approved by the saw Completioninear foot f for all bof�thtWdrkla' equipment andcincidentalsl he necessar compensation r Where other sar the r STOPriRM for saw ecuctinxfsh reaking all E., behcharger ed, saw cutting are utilized, the r _ Dom=I P Storm CONCRETE (�.M.P Pipe shall be either concrete pipe or helical corrugated meta r PIPE l FITTINGS rConcrete PiPe shall bnd 65 Of thee furnish Non-reinforced c ncretecandard Speci.`icationsdexceptcasdmode with Sections furnished inst Pipe r manufactured for str except�asconform to A S T M designation ified herein. rReinforced concrete ohfpf Brant rubber gasketseorrequala Jointsshalllbe' Clausess`ilrae cept er oaekets9ei e l conform toJoiS. gnation r °' B rubber erw Provided, Tll• desi Fit gaskets °L equal. Joints shall be manufactured for 8s shall be of the same material and class as the Pipe. r r r rCONCRETE Technical Provia ons (Co C. rPIPE FIaTI"^ (Cont Six (6) inBeddinc}t bed uS ('� tom) rS cdding, mathegelTechricb CissaieB„shall be required mamPed nuteri n i11pe andlto iflcl�de the following.describd un dernaGra aei for ewer pipsPe. °Perated of select is bnYielding� six inc 6ovThe hand_ Imechanical oikfIII shall be g a Placed backf.11 A11 excavatio Pneumatic m The r mecnanicallkf Oro Whehall be foot_ ill, ofttnStlatesfnuaehing�onOf Pipe• andPers. Y tamped with whether e t editione unit . Safety standards g ah for all Price rmpletelinor, maser�al Per linear foot sh a fOriConstruetion Work, pac ort Cdance . Itti becmadecallY tampiit n8ntheibackudngs'f ng excavationateQute ulPmen�''lete nec comPens ._ ion CORRUGATED material. N0 furtherfcomPe, andessary fo its rCorrug�e_TALL PIPE (C.M, ,) Pensation will do d metahalll Engineer A71C. beiused w11 h conformere to All r FiPe shall ph stove rm draifnepi all besfurn{shed withtp bber uanson and wherehe tdndard SPeci r pipe, �Rs shell htmofithe�am Ihall be minimum 16 gauge, irected by hea_ ve C06 rOfPtheth °Standf bdinR ma[eria a material andiclussxas8 he corminum C.M.P drain material as describcificationsl conform to corrugated metal and The unit r nlstaa or price watererIs linear d i foot [eBhndca8 aterProvisionshallnbeothersameass "B" ttl shall II nel ud vatj and com r Clete ATCH agASIN� mAterialRi No a further too,, coacing equipment Pn ecessompensa[i.on for Catch I modcificsinsnand inl shall mPensationlwillnbem Made.nicallary for yitamping ifieda`iO and let herei all conform 0 uctile n. Standard Plans, No. t52Se5t'On 4 Of the Standard Standard iron frame and 59 exceptSt n and atio foriad]us io�£g°neccourse°ofr aPProvedvers shall fe9 au i° Section 64 of the es g, vfds brick shall be Placed under the frame SCHET aE A 1 Technical Provisions (Cant.) CATCH BASIN° 1 --_._._� . INI.ET�t_) The unit pr.oe bid par each basin and inlet shall be full compensation for all labor, equipment, materfaT.s, including adjusting to final grade, and 1 all incidental costs necessary for furnishing and placing the Catch Basin n'Pe I . Catch F:a;.n Type II, and Inlets Type IV as specified. 1 RIP-kAp is used formerosion consist controlaof any embankment or slope, the construction f any rock wall structure 1 Rock rip-rap shall be formed of large pieces of 1 or other igneous rock having a minimum face of 12' . Individual basalt, andesite rock shall be sound and + Individual en broken to pieces weighing 50 to 150 grams�anrs tested ofor asoundness with sodium sulphate in accordance with AASHTO T104, pieces 1 cycles shall not exceed 35% by weight. a one-inch sieve after 6 1 C.M.P. PIPE ANCHORS Where shown on the Plans C.M.P. pipe anchors shall be installed in accordance 1 with alternative B ' of the Standard Specifications. Pipe anchors shall be considered incidental to the pipe and no further compensation shall be made, 1 GRAVEL FOR PIPE BEDDING - CUSS "B" ! Gravel for pipe bedding (pea gravel) shall have 100% passing the U.S. Standard 3/4 inch opening and not more than 32 will pass the U.S. No. 200 (wet sieve) , 0-8% will pass the U.S. No U.S. Standar,+ 3/8 inch opening with aminimumeve sandneg95-ICnOZ t will pass the uivleof 1 Pipe bedding shall be Class "B" in accordance with Standard Plan No. 62. 1 Gravel for pipe bedding shall be considered incidental to the pipe and no further comensation will be made. 1 SELECT TRENCH BACRFILL 1 Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the 1 Engineer. Select trench backfill shall meet requirements for bank run gravel Class "B" as outlined in Section 26-2.01 of the Standard Specifica- tions. 1 SCHEDULE A B. ' Technical Pro' sionc (Cont.) SELECT TRENCH BACKFILL (Cons,) al ts for beether"'letOf theiexcavationaexceptanoect paymentcwillcbe`made replaced 1] in place shall P outside of vertical planes, 2.5 feet out the barrel of the pipe and not far material the bell or aide of and parallel to The bid rice f :ollar. compensation for selecting,select trench backfill per cubic backfill, selecting, transporting, ±mplacemen8rd shall be _full No further compensation wi11 De made, and comp acting the TESTING OF MATERIALS The Contractor shall p Project ass rovide teat samples and results from oratory approved followsY the Director of Engineering of materials used on lab- One (1) sample on this as directed for each 102 of the estimated by the Engineer. tot,,l quantity of each The cos item, ' t incurred for test samples and laboratory sadered as incidental to the p:-oject and no farther made. Y analysis shall be cone compensation will be REMOVAL OF ?LISTING CATCH BASINS AND STORM DRAIN Removal PIPE in conforman of "'sting catch basins be incidental with Section and storm drain to uncSectified2 of she Standard Specifications shall be performed ' be made. excavation. N further compens and shall o further compensation will CONNECTION TO EXISTING LINE CATCH BASIN CURB INLET OR MANHOLE 1 Where shown on the line, catc� basins,plans, new drain required 'to inlets and/or shall be connectedto existing q to break i the le poi manhole regrout the o structure, shape e Contractor shall be additional channelBzatia workmanlike manner.the new pipe to fit and will be required. Where directed by the Owner,weer, to existing will be allowed at any connection structure. No connection charges will be accepted at location installation, relocation to on existing ' or curb inlet.. and adjustments of line teat of new manholes, catch bas+ns The unit bid price per each shall be lull compensation f ' m�'erials, equipment and all incidental costs necessary existing line, catch basin, °r all labor, curb inlet or manhole Y [o connect to Per these specifications. 9. ' SCHEDULE A Technical Provisions (Cant.) ADJUST EXISTING MANHOLES, CATCH BASINS, CURB INLETS. WATER VALVE CASES AND MONUMENT CASE AND COVER Ldjusting to fini4h grade shall be accomplished by methods that conform ' to Section 53 of the Standard Specifications . The bid price per each shall be full compensation for all labor, materials, equipment, and all incidental costs necessary to reconnect existing line and adjust to final grade. ' BANK RUN GRAVEL. CLASS "B" Bank Run Gravel Class "B" shall conform to Section 26 of the Standard ' Specifications and shall be used where called for on the plans and where directed by the Engineer. Bank Run Gravel shall be compacted to 95Z density. The Contractor will be required to provide documentation that the material provided meets specifications. The unit bid price per ton for Bank Run Gravel Class "B" shall be fu compensation for all labor, equipment, materials, including compactiva, ' and all incidental costs necessary for furnishing and placing Bank Run Gravel Class "B". EXTRUDED CEMENT CONCRETE CURB The unit contract price for extruded cement concrete curb per linear foot ' shall be full compensation for all costs of labor, tools, equipment, and materials for completx installation in accordance with the plans and standard plan number 6A of the Standard Specifications. ' CONCRETE STEPS Where indicated on the plans and as directed by the 1ngineer, the contractor shall remove existing concrete steps and walk as required and construct new steps in accordance with standard plan z.umber 33 of the Standard Specifications. The unit contract price per lump sum for cement concrete steps shall be full compensation for all labor, tools, equipment and materials for sawcutting and removing existing sidewalks and steps and constructing new steps as directed by the Engineer. 1 WHEELCHAIR RAMPS Wheelchair ramps shallbe installed per details these specifications and as shown on drawings. The unit price shall be full compensation for all ' labor, materials, and equipment required for complete installation and no further compensation will be made. io. i i SCHEDULE A Technical Provisions (Con" 1 PARKINGppRKING-LOT CTIDN i Portions of existing asphalt paved parkintruded coercent conuth of crete curt.curt. The contractere removal of existing asp halt paving rtions of the existing as parkin+l area shall be required to Saw and remove po to match new construction, and reconstruct parking lots as indicated re the plans an as directed by the Field Engineer. All work involved in parking lot reconsu �.tion 1 shall be paid by appropriate pay items in this contract. iFINISHING AND CLEAN-UP Finishing and clean-up shall be performed in strict compliance with Section 4 and 57 1 of Standard Specifications. i The lump sum bid for finish and clean-uD shall to full compensation for all labor and er costs necessary for the Contractor to p equipment, and all oth erform such.equipment. Par- r tial payments will be paid on this trees, shrubs, The restoration of planter areas, including replacement of plants, 1 beauty bark, sod, repair, or replacement of sDrd tiler Systems or other private utilities shall be considered incidental to finishing and clean-up and no further compensation iwill be made. i 1 1 1 1 1 1 1 1 scNEDULe B PRoyI`SIONS GENERAL STATEHENT. . ' STANDARD SYF"'IFICnTIONS• 'EXISTING UTILITIES PACE 1 LITIES . WATER MAIN AND FITTINGS. ' A- General. B. Ductile Iron Pi 'C. Pipe F 'Pe. ittings. • Pipe Installation. E. Testing. ' F. Disinfection C. /Deehlorination. TRENCH EXt remant and Payment. A. General•Xc ;VATION. BE, DING AND BACKFILL. . B. Excavation ion D. TrenchtBac .Prepaarrtion and Bedding .' E kfil d Compaction Select Trer,, F. Unsui `h Backfi11 ' VALVE ASSEMBLIES Foundation Excavation A. Cate Valves B.. Valves and Valve Markers ' REMOVALMeasurement and Payment, ' A. General.lSTING STREET IMPROVEMENTS, 9• Pavement Removal . ' C• Pavement Cost, RESTORATION OF IMPRA. OVED SURFACES Temporary MC Cold Mix Asphalt, ' CLEANUP. TEMPORARY SLOW-OFF ASSEMBLY. ' AIR VACUUM RELEASE ASSEMSL}• SCHEDULE B Technical Provisions GENERAL STATEMENT This sectlon, technical provisions, is devoted to conditions which are Peculiar to the facilities to be constructed for L.I.D. 324. Articles, materials, operations, or methods mentioned herein or indicated on the drawings as being required for the project shall be provided by the contractor, who shall perform according to the conditions stated in each operation described and pr:vide all necessary labor, equipment and materials necessary to make a compic. and operable installation. No attempt has been made in these speelficatiu:s or plans to segregate work covered by any trade or subcontract, the limits nf which are solely a matter of specific agreement between each contractor ax,d his subcontractors, and shall not be based upon any inclusion, segregation or arrangement in, or of, these specifications. The contractor and subcontractor in each case is warned that work included in any subcontract may be divided betwee„ several general specifications and that each general specification or sub- , head of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. STANDARD SPECIFICATIONS All work under this contract shall, in general, be performed in accordance with the applicable provisions of the 1981 "Standard Specifications for Municipal Public Works Construction" prepared by the Washington State Chapter, American Public Works Associatioz„ and in accordance with the requirements specifie i ty of d in theseTe Renton,chnicalProvision as s d s. Items ofworkenot , modified, oraoecifically covered in these Technical provisions shall be performed in accordance with the requirements specified in the APWA Standard Specifications, and ' in accordance with the City of Rentor requirements. EXISTING UTILITIES If, in the prosecution of the work, it becomes necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities, or ' similar underground structures, or parts thereof, the contractor shall be responsible for and shall take all necessary precautions, to protect and Provide temporary services for same. The contractor shall, at his own expense, repair all damage to such facilities or structure due to his construction operations, to the satisfaction of the Engineer; except that water and sewer lines will be repaired by the Utility Department at contractor's expense. There are various places shown on the constriction drawings where the new waterline will cross or connect to existing facilities. All elevation ' and location information shown are ealculat ' from prior construction records which are not always accurate. Therefore, all crossing or connection locations must be excavated and verified by the contractor prior to laying of pipe in the near vicinity of ti.ese crossing/connections. i i iTechnical SCHEDULE B WATE ical Provisions (Cont. ) i —`�IN�D_FITIINc_c A. Cent raII i In All Pipe sizes, ance tos shown On th, All pipe es hall benormal" diameter,.aunlessand as s"Qcified herein, are Lcated l ue usto fit the i own the rel Is n nginary eer. to matchlexistinedpihroughontathehen ire the adr wings. project In of i existing, subjectntocthAll pipe, etruction or aPProvaI material,erialscused shallxPing or as other,- istiAied pint valve" fi the i halllPressucon'a 'descrin APWA Standard to ibedtingsl theafallow.iials shall be for match gtMe g ater ng ecificat- i The contractorSisctolcationamabtmodifiedPhf the ePe�nablensec[ios and ns of kthe construction of verify all i account o water line. dimensio Built" f all water e. The contracCorand locations deli set of line constru shall prior co i cons tructioed n the Lionfor hi.draw. As cBu ilia an eacc an curatec 1. to F• Ductile Iron pi de before final PaYmentresAs nforltheve aworkrcompletionshalofbe iDuctile it (AWWA C151) Pipe shallA Ductile iron Conform to ASA Specification A21.51. 1981 i be AI/16" Cec pipe shall be cementlined and sealed Specification shall 4- The cement lined. (AWWA C104-80) 4" through accordance shell i C111P80e J°rots shall co i Pi Proved equate joints APProvalshall muabebey bn JointicMecOn A21111-1980 (AWWA deor acr4fion. class shall be as requiredd Prior to bid open. gg. P n C. Pioe Fi—n`s by the bid proposal iCast iron pip, linedt. 0 1977 (AkrWAtCllps,shall be Class irtaras er Jointslforcfittincs with�A2I 4i 980g(AWshjallb _80j6AScementlmocation .11 etheoveFshalllho8dlhall be Mechanical Joint as per ASA Specification i Bid Proposal• true unless called out otherwise on the Plans or SCHEDULE B Technical Provisions (Cant. ) WATE1. MATk AND FITTINGS (Cant. ) D. Pipe tnstallation 1. General iConform to Section 74 of the Standard Specifications except as herein modified. Jointing shall conform to the manufacturer's recommendations. Cut pipe with approved pipe saws only. Keeinspector willged stopxwork unless anual approved plugng.iis on site and available. ' All pipe fittings and valves sha' l be carefully cleaned of all dirt and foreign material as they are placed. The open ends ' of pipe and fittings shall be plugged with a temporary water- tight plug whenever work is stopped and/or when water in the trench threatens to enter the pipe. Groundwater shall be excluded from the pipe at all times. 2. Installation of Polyethylene Encasement for Ductile Iron Pipe and Appurtenances ' The polyethylene encasement shall be installed on all pipe and appurtenances, such as pipe I—erals, couplings, fittings, and ' valves, in accordance with Section 5-4 of ANSI 21.5 or AWWA C105. 3. Special Anchorage Provide concrete blocking at .. fittings and horizontal or vertical angle points. Conform to the Standard Detail for General Blocking herein and the APWA Standard Detail for ' vertical blocks. All fittings to be blocked shall be wrapped with visqueen. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Shackle rods, where required, shall be installed with the use of shackle lugs. All shackle rods shall be galvanized or coated with two coats of asphalt varnish. 4. Connection to Existing Pipe and Structures rConnections to existing piping an. tie-ins are indicated on the drawings. The Contractor must verify all existing piping, dimensions and elevations to assure proper fit. The Contractor shall provide all materials necessary to install all connections as indicated on the constructirl drawings. The Contractor shall perform the excavation, bedding and backfill and provide concrete blocking for the connections to existing mO ns. The City will cut the existing main and assemble all Materials. The Contractor shall at his : pense transfer all ' salvageable material to the City shop. SCHE:':R,E B Technical Provisions (Cont.) WATER MAIN AND FITTINGS (Cont.) E lostim I. General ' Hydrostatic pressure and leakage tests on the new pipeline shall be made in accordance with applicable provisions of AWWA C-60G-77 and Section 74 of the APWA Standard Specificatio• (Cast Iron Pipe) . except as modified herein. ' All equipmert necessary to make the tests shall be furnished by the contractor, and the contractor shall the supervision of the Engineer. conduct all teats under Any blow-off assemblies which may be required for testing shall be supplied by the contractor. 2. Pressure Test Prior to acceptance of the system, the entire Sys psi. Any leaks tem shall be subjected to hydrostatic pressure testing at 2 or imperfections developed under said by the contractor before final ac pressure shall be remedied ceptance of the system. The quipment and shall Der- contractor shall provide all necessary e' form all work connected with the tests and conduct said tests in the presence of a Utilities De rment Inspector. Insofar as practical, tests shall be made -. _th pipe joints, fittings and valves exposed for inspection. 3. Leakage Tests Leakage tests shall be made after the pressure tests have been satisfactorily completed on the new pipeline or concurrently with the pressure test. The hydrostatic pressure for the leakage tests shall be equal to 100 psi. F. Disinfection/Dechlorination Disinfection of the new water system shall be required prior to com- pletion of the project and shall be in accordance with AWWA Standard Specification C601-68 and Section 74 of the APWA Standard Specifics- ' tions aiLd shall meet the acceptance of the State of Washington, Department of Health. The initial concentration of. chlorine in the line shall be 50 pparts per million and this solution shall be held for a period of 24 hours. Disinfection of the entire water system installed or disturbed under this contract, including p{pe, pipe fittings, valves and appurenances, is required to conform with the specifications stared herein. The required bacteriological teat shall be paid for by the contractor. Dechlorination of all water used for disi:fection shall be accomplished in accordance with the standard details, included in this document. SCHEDULE B Technical Provisions (Cont,) S JZR MAIN AND FITTINGS (Cont. 1 G. Measurement and Payment The price per linear foot for furnishing anB installing the water pipe, of size and quantity listed in the bid schedule, shall con- stitute Full compensation for the water line, in place, complete. including: all removal, excavation, trenching, native backfill, a foundation preparation, compaction, pipe, pipe laying and jointing; w sheeting, shoring and datering, tie rods, shackle lugs, and furnishing and installing all fittings. Pipe measurements are made through fittings and therefore do not represent the actual exact pipe measurements are made through fittings and therefore do not represent the actual exact pipe lengths to be installed. The cost for quandrial mailbox, sign or other obstacle removal and replace- ment shall be incidental to the project. Concrete blocking shall be measured and paid for ac the applicable contra" price, per cubic yard; payment of which shall constitute full compensation for furnishing the material in place, complete. TRENCH EXCAVATION BEDDING AND PGCRFILL A. General Trench excavation, backfill, foundation preparation and bedding for the water line and appurtenances shall be is accordance with the applicable provisions of Section 77, APkP. Standard Specifications, except as modified herein. B. Excavation The contractor shall inform and satisfy himself as to the character, quantity, and dist 'ibution of all material to be excavated. No payment shall be made for material which is used for purposes other than those designated. Should the contractor excavate below the designated lines and grades without prior approval, he shall re-lace such excavation with approved materials, in an approved manner and condition, at his own expense. The Engineer shall have complete control over the excavating, moving, placing and disposition of all material, and shall determine the suitability of material to be used as backfill. All unsuitable material shall be wasted at a site provided by the contractor. Excaval I of every description, classification and of whatever sub- stances .ncountered within the limits of the project, shall be perforMLJ to the lines and grades necessary for embankment, p.pe bedding nd structures, and a,; indicpted on the drawings. Temporary drains and drainage ditches shall be .nstalled to intercept or direct surface water which may affect the promotion or condition of the work. F.11 excavated materials not meeting the requirements for backfill and all excess materials shall be wasted at a site provided by the contractor. SCHEDULE 5 Technical Provisions (Cant.) ' TRENCH EXCAVATION, BEDDING AND BACKFILL (Cont.) B. Excavation (Cone.) No separate or extra payment of any kind will be made for storing, handling, hauling, manipulation or waste of excavated materials. Excavation shall to considered incidental to the pipe and no further :ompensation shall be made. C. Foundation preparation and Bed,'iR& ' Foundation preparation shall be in accordance with th. applicable provisions of Section 73, APWA Standard Specificati.ms, except that the botto of bottom quadranthoftthec Pipes throug outdits n to �tiremlength. the If or bottomttheeEngineerimabldirectrial is the use ofselectd at the trench bedding material in' necessarilvcbewith consideredeasion. Wet an indicationcOfcunstables will not conditions. The trench shall be dewatered and an inspection made by the Engineer to dewaterin n e the suitability ring shall betheresp trench for onsibilityof the tcontractor. cThe sprice per ton for select bedding material shall be full compensation for ' selecting the source, furnishing aad placing the material as out- lined in Section 73-2.06 and shall be the same unit price as that for select backfill.Sele ding maCerial ravel mixture freecfromdorganiicc matter sand lconforming be a ntoathe sndafollg owing gradation when tested in accordance with ASTM D-422. 1 U.S. Standard Sieve Sizes Precent Passing by Weight ' 3/4 inch 100 3/8 irch 70 - 100 4 55 - 100 10 35 - 95 20 20 - 80 / 40 10 - 55 $200 00 0 - 10 ' 0 - 03 D. Trench backfill and Compaction 1. General Excavated materials that are free from mud, muck, organic matter, broken bituminous surfacing, stones larger than 8 inches in dimension and other debris shall to used for backfill except where otherwise required. SCHEDULE B Technical Provsions (Cont ) TRENCH EXCAVATICI;, BEDDING AND BACKFILL (Cont.) D. Trench Backfill and Compaction (Cont.) 2. Initial Backfill 6• Initial backfill shall be placed around the pipe in layers not exceeding eight inches in depth and each layer shall be thoroughly {' compacted by mechanical tampers to at least 95 percent of maximum dry density at optimum moisture content as determined by Standard Proctor Compaction Test, ASTM Designation D698-58T, Method D. ' All work related to the testing of the compaction, including proctor tests and compaction tests shall be taken on the pipe trench areas. The locations of the tests shall be selected by the Engineer. If one or more tests do not meet the specifications as stated above, additional tests will be taken as requested by the Engineer at the Contractor's expense. ' 3. Subsc luent Backfill All subsequent back .11 under street and shoulder areas shall ' be placed in lifts ncc. exceeding eight inches ir. icose depth and each life compacted to at least 95 percent of --ximum density at optimum moisture content as determinec A, TM resignation D698-58T, Method D. In place density aeter ination shall be made in accordance with ASTM Designation D1556-58T, except as otherwise approved by the Engineer. Testinp for compaction the improved areas shall be in accordance with the testing > stated in the section of initial backfill. 4. Payment ' No separate or extra payment of any kind will be made for com- paction, wetting, drying, water or Drocessing of materials but shall be included in the applicable unit price paid for the ' water line in place, complete. E. Select Trench Backfill ' Select trench backfill for the pipe shal j. sist of crushed or naturally o.7curring granular material fr,. sources selected by the ' contractor. The source and quality of the mateilal shall be sub lect to approval by the Engineer. Select trench bacfill shall meet requirements for bank run gravel, Class "B", as outlined in Section 26-2.01 of the Standard Specifications . The horizontal limits for measuring select tre.._h backfill in place shall be the sides of the excavation except no payment will be made ' for material replaced outside of vertical planes, 1.0 foot outside of and parallel to the barrel of the pipe and not the bell or collar. ' SCHEDULE B T.nchnical Provisions (Cont.) TRENCH EXCAVATION, BEDDING AND BACKFILL (Cont. ) ' E. Select Trench Backfill (Cont.) Any excavation in excess of the above requirements shall be replaced with the native material or select backfill as directed by the Engineer and at the contractor's expense. Select backfill shall be placed only in those places designated by the Engineer. The price per ton shall be full compensation for selecting the source, furnishing and placing the material as outlined ' .n Section 26-2.01 of the Standard Specifications. No separate nayment of any kind will be made for compacting, wetting, drying, water processing of materials or removal of unsuitable soils. F. Unsuitable Foundation Excavation Unsuitable materials shall be excavated by the contractor as directed by the Engineer to give the compacted backfill full bearing on solid ground. Old fills, wastes, or unsuitable t materials, including logs, stumps, peat or muck will ue excavated when, in the judgment of the Engineer, these materials will impair the stability of the backfill. All costs and expenses involved in displacement or removal of unsuitable materials shall be incidental to the cost of the water main. Neither selarate or extra payment of any kind will be made for storing, handling, hauling or manipula- tion of unsuitable excavation. VANE ASSEMBLIES A. Gate Valves Gate salves shall be cast iron body, non-rising stem, full bronze mounted with double disc gates. All valves shall be designed for a minimum water operating pressu--e of two hundred (200) pounds per square inch and shall conform to AWWA Spe-ifications C-500-80 and any subsequent modifica- tion thereof. Each valve shall be 0-ring type provided with a standard square operating nut, and shall open by turning counter clockwise (left) . The valves shall be IOWA List 14, Mueller A-2380, Pacific States, P.S. Metropolitan, Kennedy, or MS H. 1 SCHEDULE B Technics[ provisions (Cont.) B• Valves Va_ lve Cham�rs The 12" gate valve I•• bypass assemblies shall lude ' Standardchambers eshal l ell' ly and a precas[cconcrete gate vault•e (MJxMJ) Valv aSecndardSPecificfor Vfl excepcordamodifwith ied Section 76 °f the ' Dnce etai [ as C. specification,. lve Chamber' also boundtin these of Renton Measurement "---�._ and Pa ent All gate lve applicable aunitassemhlies shall be constitute full prico per each, in measured and extensions, °OmPfnsation place, "aid f..r at the accessories concrete Valve fOi valve chambecland� which shall a com let marker and all other nec e installation. es�ery �EMCVAL OF EXISTING ' �� STREET IMPROVEMENT A. _General Conform to Section 52 of the Standard Specifications. ' B. Pavement Removal rhe ' character,t `ractor shall inform and ter nemsesloOf existinquantitg aiatributionsof all Pavement as to the pavement, Pavement shall cover all Pavement removal, Cup yy types and thick- widthawhichtwilr other street and the trench and allow forermit tpgasa°par excavationeand0 a minimum (saw cut) All pavemert cuts $e of vehicular and cut) or bracing of have [o [he nearest shall be smooth strai PCdestrian clean vertl 'al faces. construction $ lines C. .loin[ an sh_11 —Pavement ' All cost of pavement removal shall be to the 'ontract cost. considered incidental i ' SCHEDULE B Technical Provisions (Cont.) t FESTORATION OF IMPROVED SURFACES ' A. Temporary MC Cold Mix Asphalt MC crld premixed asphaltic concre shall be reouired in pave- ment areas for temporary patching on this project, where directed by the Engineer. .urnishing and installing MC Cold Mix shall be considered incidental to the contract cost. DUST CONTROL The contractor shall provide a minimum 1,500' gallon capacity water truck with a pressure spray designed for street cleaning. The street shall be cleaned of dust and debris at the end of each working day. In addition, provide sprinkling, as necessa.y, to ' alleviate dust nuisance or as directed by the Engineer. The contractor shall obtain a fire hydrant meter from the City Utilities Department and keep records of water use. All costs of maintaining ' dust control on this project will be considered incidental to the contract cost and no separate payment of any kind will be made. ' CLEANUP During the time that the work is in progress, the contractor shall ' make every effort to maintain the site in a neat and ordarly condition. All refuse, broken pipe, excess excavated material, broken pavement, etc. , shall be removed as soon -s practicable. Should the work not be maintained in a satisfactor,* condition, the Engineer may cause the work to stop until the "cleanup" portion of the work has been completed to the satisfaction of the owner and/or the Engineer. All costs of cleanup on this project ' will be considered incide: tal to the contract cost nd no separate payment of any kind will ':,e made. BLOW-OFF ASSEMBLY 1 DESCRIPTION Temporary blow-off assemblies shall be installed where shown on the plans, 1 and shall conform to the City of Renton Standard Detail included in these Specifications. The temporary blow-off assemblies shall be measured per each, with no additional payment for extra length of 2" blow-off pipe. 1 The unit contract price per each for "Temporary 2-Inch Blow Assembly" shall be full compensation for all labor, tools, materials and equipment neces- sary or incidental to the installation of the blow-off assembly, including length of 2-inch pipe as required to fit. (Those blow-off assemblies 1 required for testing. and shall be removed at the time of connection •hall not be paid for). 1 AIR-VACUUM RELEASE ASSEMBLY DESCRIPTION 1 Air-Vacuum Assemblies shall be installed where shown on the plans, and shall conform to the City of Renton Standard Detail included in these Specifications. The Air-Vacuum Release Assemblies shall be measured 1 per each. The 'nit contract Price per each for Air Vacuum Release Ass_mblies shall be full compensation for all labor, tools, materials and equipment necessary or, incidental to the installation of the Air- Vacuum Release Assembly, including length of 2-inch pipe as required to fit, i i i 1 1 1 1 1 Schedule C CONTENTS ' SUBJECT PACE SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . . 1 SPECIFICATIONS 6 MATERIALS . . . . . . . . . . . . . . . 1 thru S DETAIL SHEETS . . . . . . . . . . . . . . . 6 thru R DESIGN SPECIFICATIONS FOF. STREET LIGHTING SCOPE OI ' The work co be performed from these specifications is intended to describe a complete cperable residential lighting system including conductors, conduits, excavatior junction boxes, concrete foundations, conduit fittinvs, splicing, megger test and materials or equipment. STANDARD SFECIF1'TIONS Installation of all Portions of the street lighting system shall comply with ' Section 8.30 and 9-29 of the State of Washington Standard Specifications for Road and Bridge Construction, 1980 Edition. Also, all equipment furnished and work performed shall be in accordance with the National, State and City Electrical Codes and Safety Practices. References to the standards in these specifics- ! clone sball mean the current edition of the State of Washington Standard Specifications for Roar a Bridge Construction. Where conflicts occur between these plans and specif.cations and the Standard Specifications, these plans and specifications shall prevail. ' EXAMINATION OF SITE AND DOCUMENTS The bidder is required to examine carefully the ...e of the proposed work, the proposal, Plans and specifications and contract form before submitting a bid. Upon submission of a bid, it is mutually agreed that the bidder is aware of all conditions which will affect his work. MATERIAL LIST AND DRAWINGS The street lighting contractor shall submit a request for material approval at the earliest possible da t to the Project Engineer. Material that 1e ...,t approved by the City will not be allowed on the job site. Substitution o ecified material must be approved by the City Traffic Engineer prior to order...,. WITHIN 14 CALENDAR DAYS after award of contract, a list of all material to be furnished shall be provided. Five copies of shop drawings of materials as listed on the Materials Approval sheet at the end of these specifications shall ' be furnished to the Project Engineer for approval before ordering. All materials and equipment shall be new, of proven quality, and be a standard prodc:c of a reputable manufacturer. PDUNDAT70N Foundation for standards shall be as per detail on the Standard Plane and Specifications Sheet J-11.1. beg The 4-inch concrete cover (slab) over the foundation and around the junctionais co.isidered as an incidental cost to the foundation. CONDUCTORS Wire conductors for the street lighting circuitry shall be 600 Volt single conductor, #10. stranded, topper, insulated with 5164" TRW grade plasticized Polyvinyl chloride compound or approved equal. The wire conductors inside the street light standard fro± the QUICK disconnect fuse to the luminaire head shall be 600 Volt two (2) conductor, standard size 012 AWe, Type UF. The wire conductor for the street lighting grounding system shall be 600 Vela single conductor, 010, AWG stranded bare copper. Each light standard shall also be grounded to a ground rod 5!8" x 8' located in the nearest junction box. SERVICE The electrical service shall be 240V Volts (2wire), 60 cvcle A.C. Service connections shall be connected at locations as noted or the plans. The Contractor shall verify the service location and coordinate service activities with Puget Sound Power b Light Company. ' LUMINAIRE POLE Luminalre poles for this project shall be spun aluminum davit style. Refer to detail sheets for pole detail requirements at and of these specifications. Pole welding shall conform to the Standard Specifications. The pole shaft shall be provided with a 4" x 6" flu^h hand-hole near the base t provide' eith matching r, .al cover secured with stainless steel screws or bolts. The h< .ale shall be located on the opposite aide of the pole as the approa. -ug traffic. erounding nut or provision in the hand-hole frame for accommodating a thre, 'olt for the purpose of attaching a grounding connector shall be provided on knaide of the shaft. All poles and davit alma shall be designed to support a street light luminaire with a minimun weight of 50 lbs. and to withstand pressures caused by wind loads of 85 miles per hour with gust factor of 1.3. Payment for the luminaire pole shall be the amount for each pole in place and as ihown in the price schedule. , LUMINAIRE POLE (cont.) Davit Arms The davit style arm length specified shall allow the lumiazire head to overhant the curb a minimum of Iwo feet to a maximum of four feet. The arm &hall incor- porate a 5'9" radius Fend as measured from the centerline of the shaft. The outer portion of the arm shall ne nearly horizontal to ±2° above horizontal and shall be furnished with a 2" diameter alipfitter with a maximum length of B" to fit the luminaire specified. ' The pole end of the davit arm tube shall be fastened secure:y to the top of the shaft producing a flush joint with an even profile. 1 Anchor Base A one-piece anchor base of adequate strength, shape and size shall be secured to the lower and of the shaft so that the base shall be capable of resisting at vield strength stress the bending moment of the shaft at its yield strength stress. The base shall be frovided with four slotted or round holesto receive the anchor bolts. Nut cove: shall be Drovided with each pole. ' Anchor Bolts Four high strength steel anchor bolts, each fitted with two hexnuts and two washers, shall be furnisheu with the pole. Each anchor bolt shall have a 4" '"..' bend at the bottom and and be threaded at the top end. Threaded ends, all ruts and washers shall be hot-dip galvanized. The anchor bolts shall be capable of restating at its yield point the bending moment of the shaft at its yield point. The unit price bid for poles are complete and in place. LUMINAIRF FIXTURE Luminaires for this project shall be the cobra head stvie with a flat lens. The manufacturer's name or svmbol shall be clearly mar:,ed on e. , luminaire. ' Each luminaire shall have a weather-resistant, ANSI-approval decal attached to the ballast housing so as to be readily visible from the and. The decal shall be approxlmareiv 3-inches square and the legend shall be a minimum of 2-inches t 1n height. Che decal shall be 9 ld in color with lamp wattages indicated by the following numerical legend: 10 for 100 watts (applies to residential roadway) ' All luminaires shall have their components secured to the luminaire frame with stainless steel mounting hardware (nuts, bolts, washers, hinges, etc.). The ' housing, complete with integral ballast, shall be weather-tight. Detailed Requirements - For Luminaire This covers the requirements for a street lighting luminaire with integral ballast, for use with a horizontal burning high pressur sodf -• . A''y Y. c.e tr# xr 777 eL@fINAIAE n (coat.) ants - For L�,f.nsSre 1 Derailed Re uirem 1 R°asln die-cast. The housing shall shall be a precision aluminum terminal board and ' fitter, reflector' lamp socket• a The housing enclose the slip of the shall be made on ballast components. b Pr°vision the top housing to permit leveling unit. operationow for of all c, The housing shell of o adequate size Co sevati temperatures. of the components within their designed P ng ra Coat. per d. Housing shall be able to wlths -and 1000 hour Salt sP y ASTM 117 the color e, The housing shall have an acrylic base electrocoaC finish, ' to be ASA 70 gray. 2, Slip 1/4" to 2" pipe and shall She slipf fitter shall be sultabla to accept a a• Pipe stop to the mounting Pip, shall be contain a P a b V amping and leveling of the I iml-e les which shall be accessible accomplished by the tlghtect.ng ' from within and without the unit. a required when ement of parts or separate Parts shall b c• .lo re-arran6 iCher 3.-1/4" or 2" pipe' mounting the unit toe 3• Lamps Porcelain enclosed. The The lamp socket shall he a mogul multiple starting voltage• hall exceed rating of the socket s the amp rips to hell Of the socket shall itlonsno integral norme1 vibrations. ' b. The assurerew 6 electrical ' Jntact under fond �., to any of 12 positions. The socket shall be adjustable ' d Socket shall conform with TDj-147 specification of EEI standards. 4, ge:1�°T by dro-forn construction finfish Q. The ref lecCm shall be of the aluminum 1 the the Alzak process* within the housing to assure b. The reflector 11 Idly mounted for proper sealing when ih= on ll it is closed. s be rig a firm surface for p Par e sha Fe made of ,.hall Gaskets between the reflector and gl asswa•. c. vlene Diane Hocomer rubber- The optical assembly Ethylene Prop, 1 `L�IRAIRE FI) (coat.) Refl�c_= ' c, also RISC CO°tein an 8as0 mcoal a 13• and er ch lusted char filter S Door lass bueid`sha besaute ocated braeathi�g tnor,,he PnrtOpt.tcu ate th ' "be not [o interfoorere w+. :°apm61Y. Striation,. .-hall h b all `F the light Lbor Class 6' e heat resistant and r The door 81 S°lder_Wor teQ from 1mPerfe_t ions as to8 loaded ddi Itched dtot shall bee and the ured and hI.Sed the Upper housing nai I. Tsa=ll Rare ols m°uR tedl a heman when The ldat t na DPoeltto ehed°PPer h°ualn ' Ord In its no wOrking with shall be fIth a 8 a' The terms. tmej Position aeman.a Blov Such size Protect lve barrier shell be Id °r °Pelde do....e. when T he tw rAO of b lovereequi Pedd a,be avlc,hrevs s�lln ache eMinal Fiberglas Re be of inforced the le grip the ' c. All ao Pt lnB up ct 66ermle1 screw which Oerl aPtive aatomat ice and each POjYester_ 1 d mponents a conductors. Iced. Terminp° be raise screw shall are all to nd AO°ents°ard shall be be Previred to cl ea tly shall he aPab ]e 8• Rar-' a Dead Rnek design With enc.fled terminals A" hardware r when°e easa�he,, �1 be of ao no exposed ,elect ri cll har 0 Pr n�c Or vent Sive 9' Ball, act tents Sthe gISIsec r d to °IYtico ct"ab1Y Protected rhe lumiballast shag series, chrome�=kel�®s r4dQwith eosin]eswith l $eul .ted sire I bsuche ' b Th�bal3als` I°ecting�iuerOf ethat lSc en bign mounts asp C. The scab'` dies Sst h er co ant llarY equi a eaa31y diew�neet tdh bl. rate HlFor-40 svol to�dlm° ballast the lumi�ihall b� e° oted o to asc shall be of the reg latort desl8tla`�nt, LUNINAIRE FIYTURE 9. Ballast d. Ballast care latinatione shall be of high quality electrical grade steel welded together to mintmizc noise and assure trouble free operation over the life of the 1umi::3ire. e. Ballast coils shall be Precision wound on formed insulating bobbins and terminals shall be of a push on type connection. f. Components to provide the high starting voltage required by the Nigh 1 Pressure Sodium lamp shall he mounted on a printed circuit board which shall be easily accessible without disturbing other components of the total ballast assembly. S. General - Compliance with lamb specifications. The ballast shall be capable of starting and operating one (70.100.150) watt High Pressure Sodium lamp iron a nomiral (120,208.240,277 or+480) volt 60 hz. power source within the limits specified by[he Lamp manufacturer. The ballast, including starting aid, must protect itself against normal lamp failure modes. The ballast shall be capable of operation with the lamp in an open - or short circuit - condition for six months without significant loss of ballast life. The fixture manufacturer shall submit a statement to the effect that the ballast ;o be furnished is in full compliance with lamp-ballast specifications available to the fixture manufacturer from the lamp manufacturers at the time of the bidding. Lamp Wattage - For nominal line voltage and nominal lamp voltage, the ballast design center will not vary more than 52 from rated lamp watts. Regulation - At any lamp voltage, from nominal through life, lamp wattage r^gulation spread at that lamp voltage shall not exceed 182 for 110% ' .ine voltage variation. The luminaire manufacturer will supply ballast electrical data aad lAnp operating volt-watt traces fo- nominal and tlOt rated line voltage to verlfv ballast performance and compliaace with lamp specifications, for the rated life of the lump. Starting Requirements - The ballast must start and operh e the lamp in ambient tempe.n.ures down to o rated life of the lamp. Ballast primary current during starting e.ec normal operating current. ' Ballast shall be capable of withstanding a 4u-ilt line voltage di f-r four seconds without lamp extinction. LAMP Currant Crest Factit - fhe lamp current crest factor shall not exceed 1.7 for 4-30% line voltage variation at any lamp voltage, for nominal through life. 1 LUMINAIRE FI.XTURE_ (cont.) 9. Ballast t g. Ballast Power Factor* - The power factor of the lrp-ballot system, shal). not drop below 90% for ±102 line voltage variations at anv lamp voltage, through life. Capaciter Variance - The ballast design shall be such that the normal manufacturing tolerance for capacitors of t6R will not cause more torn a t81 varictimn in regulation through rated Imp life for nominal line voltage. 10, Photoelectric Receptacles Luminaires with photoelectric receptacles shall be in accordance with EZI-NEMA standards and prewired to the terminal board and quick disconnect ' plugs. 11. Photometric Performance When used with the l00 High Pressure Sodium Imp, the luminaire shall praduce a (M-S-11) light distribution. LY PS Lamps Lc be furnished under this contract shall be 100 Watt Sodium Vapor with a ' 16,000 Lumen minimum rated output. The minimum rated life of the Imps shall be 24,000 hours. iPHOTO ELECTRIC CONTROL ' the street light circuit shall be conLrolled by a photo-electrlc cell mounted externally in the luminaire. The photo cell to be furnished and wired into the luminaire as par_ of this ' contract shall be an external plug-in device, on top of luminaire, rated to operate or. 120i2+0 volts, 60 HZ, shall be capable of controlling a lamp load of 1,000 watts. ' FUSES Fuse holders in the light standards shall be a waterproof quick disconnect type with installation in accordance with Section 9.29.23 of the Standard Specifications. SEC style or equivalent. CONTI7 LT - TYPE AND CONSTRUCTION ' The conduit shall conform to appropriate nrticles of the National Electric Code, these specifications, anl appropriate sections of the State of Washington Standard Specifications for Road and Bridge Construction," 1980 Edition.