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HomeMy WebLinkAbout2007-187THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2007-187 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Dave Boyle Excavating Limited, Bowmanville, Ontario, to enter into an agreement for the Stevens Road Culvert Construction & Stream Alignment. THE COPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS FOLLOWS: THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the Corporation of the Municipality of Clarington and seal with the Corporation Seal, a contract between Dave Boyle Excavating Limited, Bowmanville, Ontario and said Corporation; and 2. THAT the contract attached hereto as Schedule "A" form part of this By-law. By-law read a first and second time this 10`h day of September, 2007. By-law read a third time and finally passed this 10`h day of September, 2007. ~~~ ~- ~ -1 ~ i~ ~ ~ ? ~ ~~~ ~~~-:a ~~ Leading the Way ~ Municipality of Clarington EXECUTED CONTRACT engineers architects planners SEP-04-2007 TUE 01 36 PM TSH COBOURG FAX N0, 905 372 3621 P, 02/13 Cf.1NT1tACT Nn, CL2U07~Z0 .MUNTCI~PALI7.'Y OJT' Cl',A1ZI'~UTON ST~VI+NS 120Ab ~XT~N~110~ A~1>n Rlt,ty10NAL RpAU 57 ~~1'IDIs~;N:ING ~o~•vNiANVrr,L~ Anri>cNl~Ul~ Nn, i G`ontrartury are }icreby advivail of the FollOwtng ntpdilicattonfl Ip Contract Nu. C.~,?Op/_„~: J. IT~N1!$~~ 131n Ttew No, A3 }Stirth T:.xcavatipg The quantity shstll be rovised to r`b,OS1°' m' Rent No. A9 , Cancreta Curb and QuUar (All 7'ypcg) -The eluflrtTltY ~itull hr, revised to'~I~n m item N,,. A16 - in !ha rinscripiion deleto "60(1 nt,u x 600 mm" fled rcplacr wlGh "!i ltn, .:• 1200 tntyt'~ Itdm No, AZ3 ~ Ruutovfll of G'Urb anti Qutiar-'Ihe C]uIIfikity shall be PevjSCd t0 "J9'•,n ICcm iva. AJ Y., A12, A13, A1¢:qid Z,OL02 - in thc. tlesgriptia~t dclcto'~~3ia,aular &nohfill" and replace tvi¢h "N~rriue ]3aalfjii!". 'I'I,n fullntvitl~ltem shalt b~. ridded to F,ectinn n. Item No. q ~~,~. Na, n~crt Lion Ualt unntil. _ Unlt Pi`ieC AIS $1' Dur~l~oldltctainia6 Wall m_ Total (Fnoc AYCa1) 38 2. SPk"CIAL PRQVI,ti!()NS.- T~NDN;it tTrMS U1.tder QRpPR OF plu;(;RJ)EN1~, edd tho follnwit,g; "Alt works, fnr Pert D: RNgiutrar Rand 57 rteuc/ Ga cwislrtreted to rhY antis fbarivrt o,~'tlt~ R~,grunul !ti/tatletpQl9r~ of nr-rfittm, aceordit,~ rr, the Re~PottRl Muairfprrliry p, fDrrr{tnnt rnr,e~rrrtvrtptt urpec,'~ f irrYlia,1S.', ]~Alt'19T 1vXC'AVATION ((iIZADTNCr)- TT~MN W(_l, A3, C2 Ayq ll~ PflP~l, acid fhu lulJoNing ballot: + "~:-'orcvrtrln„ r,f n~rdetrings shall /,~ Lutrah~d as per UP,Sh 208.010 t vhele rrrtrdrerl (.Stecppt tJtrrn .?~,~:-!I~)" ~'<-~?, PC~VI;I~ 1110 rx~;av;itioli table tar PflI l A ;1s tOIIow9: "Er,rr}t Ctt! ('C.retudittg rrNppln~) .?„9lS Nt' Stri~piti~ 2,./,?d R~ J+'ill req„{red roar! works 3,Sfi t ut3 CEP-04-2007 TUE 01;36 PM TSH COBOURG FAX N0, 905 372 3621 P, 03/13 coN~r.tlrtirT N0. ct:.o~n-zn h1ilNlCIpAl,tTy Ui~ C!I,ARtNG'I'~N 3T~V7.r,NS ~tUAD ~XxfiNSIOiV ANt) lR.EGIONA7., !lUAn o-7 WI1~ENlNG 2 af9 ADbP'~(~UM \1'O. 1 HOT N11:Y, H.l.,-l, PI,L.-3 n,ad ~-1.1..,8 _ 1T}3MS NCJ. >\:1, A5, C3, C4, TJ2 rtNn J~3 Pat} 2, add tl)c fnllnwa~x; "n PBS 310 is anre,ed~+J L~, the arlditinn of fhe,/bliulVltrg rrew,Skc•J/oti: ~1p.OJ SUI1h17S3IDN~9NlJlJliS4TG/VR$QUIIt~hfTNT,S` J/I/./1$,Ql ,app/toll prk.P/ot'Ptrretrt,49r:n(Jng AH A.sph,yl/Pre-Plaeetue»r ,YlektjlJ~ IviJ( br cn»tJrrc•Jcd Otrc tVaek pr/ur rv pttrecy/e)r1 of rt,r1, /rut )trix ac/,trrrlt r0 reVlerv /;ran„lur rtratCrial gru,lr-s~, rrr/L' dv,9l~its, rlurrlity contra! and r/r,»!/tj~ ASSrtrRnce, prnYu,~~ed sehgt/utitrg, cum•truatinrl rnelimrts and ptrY at/fey icsl,es ether the G~nir»etoJ• nr f/la G'onlracf Arln,itri~7rator ntRy wi,di lu discuss related rr, .vupp/y~ tl11l1 p/oreurknt of but itrix tr,~plrrr/i ~1s a ntintnrmu, nttsnrlaftCe at fha 1ilspJrp/t Pre-Planrmknt ryteeting wiU i,aludg tiro Co-ttrnr/Ad~n/Tfr's7rator, t1,N GuntrvcfOrs' Site 5'lrperintenr/ent furl! R repreary~tptil'e Ujlhe G'nutrric7ur's GIs/)!Tall ,Su/rcurrtrACtor, jf nfl,/icahlc. 5`Trhrr•i-/iulr 3JA07, U3 rf OPSS 31'OI,S da/efed lard replaced widr ihk fuI/oirvtig: A/! ahrrttr,rs/ edges vJ'eLtcti»g pavement .cllee// /,k preruratl in error,/aneA with IfAfn,Sb S-5p1 aNrl verfiral ,/irces of jainl{c ,chri!! he leek coated prior to placCtneht of neiy asp/ta/G lark- rout she// be ptar.N~I Ly the use nf'a rneeiiAgPCa! (prtup driverrj sptvey runny! that bqS the ct111ahilitiks oT6aJR6+heutrd fr~r cp/t/ ~yt~adlter npkrA/lorr App(yitrg yk tack cpttt itt u rnns~is/ent+ rth~lnrur npp/icarion. All hur~if,allfral joints and lrarraverca jnirTfs arc to fie fark• caared prior to p/rrrknTant afthe atlJure~ufpass of tr9pltalt t« canrnt~.~rrca At f/rr Gkgltrnlitg and lhrongltvuf the rontrn,•t, Tho taelr cotrt ,cl1a/i be Applied suffir:lk»I!y altrra(1 of proving opertrtians fr) a/IvwJor arming to a proper Ca>rffi/inre q/'tnc/tihBSS pnilurr to hut~6 ggariptnnet to app/y+ the tuck r:nrN rrr t1tl,S nfatTlter )viJ/ /rp/(f rrp CUnf1-er?,ICkAlet~r r)jt/fg payip~ ppgp~tlDf~y, Nett:; /Imu(pttPnrlirg a~'the tttr/r cvuf is Nut gu arekptut,la appticofent, metha!/ Subsertjan .il p.07, p3'.03,01 is a»oNrded bP t/to delkiir,rr oft/ra ~rlstr'rr~ parr{graph acct/ ifs rpplecetJ rV/tlr t/tc fvtlnrvi,rg: 7u en,eurk vt~~ aantp/ia»ra, thACp/ftrtlCtvr,c/tal/ennquct tlut/y fectiag uJ't1l/asplen/tJrr:ing prPflrteCdf~r r/r»,/ir}' contra/ pu+/,uvka~. Tlia Gontrnrtur,s/rql! da resprufsible for t/ta uece,csrrryprvoess oofrrrnl his/infi, dtrring lrnt rnrr praduclloty place,+renr and conepnclun, rttfd Arty ukr.N.cs,my ad/trstArenLv, tv prpditcc uroifi,rnr, quid/lied hot aria 17~e t'nntruuror is necpn,rsl6le, fat aHtaining r)/l a~ump/es, 7'/ie sarnp/es shall be fQkr'rr irT tire.~v/r( rrsiirg ~rrmplc~ p/u/es eyed fallol}~itrg' Curre,ri ,11T0 st/rt-pling tr..~r /rrucYtfNros, 5'attrp/irs s/7rtli bA trSer! fn rlY/krjnfnB Ca?rp//r1r,r.P ra alpha/( CP.Jlrrr7l cronteht~ n~'gYP,~adr' grudar/uM, Marelealf rrir ~+o1ds, ~jarslorrl/,/1arv, voids rn ,ui„kra/ A~fjra~AtC, at,/ryurshAt( slrThilily rkr%rrtrc)morrts. Tlr,r CunlrRCt .9tlnfirei.ctrrrtur rvl!! d~terTf,i»r t/,K funntioy oJ'car,/r randorff sample nod it;form the Gi„rtrrrktur prior to /fee .comp/e being taken ly the CuntracAyi TJra C~tttractpr s•JTU(! tuka one plgfk s~rnnplc for grratity control prrrposr,~, nnk sanlple1i)r grnrli{p acsurttrrce p»rpu.5es /rod vne smr,p/k fur' potCUiia/ rrf~rKe teRtirrg in a,r appruprlgty apneni»nr, Thu Contract Adufluia+trutor ,rrnJ"fPP/1' securv~v ,carrls~ to t/~s ,Samples prior fu 1rAa6partgt/n» . Tfitc yTratitV L.:1JJ CEP-04-2007 TUE 01 36 PM TSH COBOURG FAX N0, 905 372 3621 P, 04/13 CON`1'itAC'I' 1Y0, CLal07,~U MCRdYCjp,41,~`I'X UL' C!T,ARjtyGTOlti 3T~V~NS IiUAD li~X~`~SION ~F) ,.~un~?ti ~~m ~ 0.1 17.FGrOIy~, ~{UAD fi7 WyDr:NINi,' :~ ~r y usvurniite m,d prtattrtal raferee ,mnrples s'hkl! he dellvr'rrrl to Ilte Cputr¢ri rrr/n,/rt/srrurar mithi„ 4 hur/rs of',Pn,trl,ll,ilr t/tnc. ?ite n:lrtlmutn,lrogttency of /e,•ritrgfpr asphalt r+~,» enr ontttottt, rrg~rr+gr,tc ,~rprlat/Ott al,d r~Ir+r,~jta1/ Stu~liiry golr:plra»r~ r,• hosed' pM 1 ~thle (c f OI~SS 310 Nm~RrnLer ?0(J~, ,1 dditiminl tasrtry,~ Wray ba regttesled by the Cpnrraet ArlntinlsYrarpr, h'nr work orr R~ b;unal }toad S7 ~r le,t results slrall hr forN,urdet(tp Jhe RNglgrt qp~ Contract Adt„i„istrurur within 2 tnorklttk dq~~slpam the time o f,quntpliug. RPSVrtts shall beJ~tird la the Regiph rs NJaterlals .7'estieg .lnh ur 905 65S-.Ill( (,~rrgttttoru 111r..lnenrt/n Ng, P, ~'ng.) gnrt a copVfaied fn tl;+~ Contract ~JrhtrtnrSrtvtlor. lei-lvee/<l}~ sstuttturias of rrf! resx dgtp shall hr• enrailgrl to l/re ltr'glr,,t r,~ Nlgte'rtryls 7'r,•tltt~r Lkh lirtd the Cc,ntraCr AAh111tXStrnrnrf~r t/te pltrpn.se pf'ruvlg{{~ at hl-rveekty prpJgni tnoGtingc. d'uLsectio,r 3I0, p7../3 of fiFSS 310 !s de%ted and rNplapg tp/t/t t/ref,//oral»g; k'aelt cnune t{178rjual en»t(,rrt'/ton slra/! he .Q,t,nn/li urrd trop to t1,e +rsktb/tshed CrUtvtr a,tr/ yruda and Nre ,e,rrfaae pf epch a,urse rltal/ bafree f ~mtr rlKrrla//pns exceed/r+b 3 m1t! its tneasurQrl In unp !//rcciian ,vrll, !r 3 t!t stlYrtbrlr/ elJlrg, popr rideahilil~r (rpu&'htressJ rr~srt/t/nht,l/,Um paveut~»/ yrrr~pee irregulu,'r!y sl-utl he muse fnr hutnediute work s7vppkge untl,thal! reprtiPL' Cpntrarrnr n,:sassthertt q/'l/re tvnuc, fop sualt deviattpn iu prnftt(! and aerrectln„ nl Nie Cpntrkclnr!s r'.~pkttsg. 1rcall„ed kreuc e~•bilirl„~ st(rface nrrLr,tea gh~Ce4(littg tLN aLr~irg ittgittloned (pt~rttng9 Shall be reuloverl and replareJ ,plt1! the sans hot mkt' flSpilk/t fn ac)rietre a slrtopth lnagihutina/and lateral prof jc }{~J/!t nrJirct!n7 kcCCptahlr, sarf}tCB,q, FF'/te~re sarfkaa lrregulrtrrtlKS earrnoding thrsr litrrtts arc E~vidr»t nvr!r lortpc~r lengtl,.c (~ g. ur srkrt-up of trucks prnp~ying lurrd !trio paver n,' al end o/'%adirtg Par>b trnok) the (;on[rarlor sh pll be reriuirPr/ to cold ptarre the frt!/ Hr1dt/t and IPtryaUr of ultaeCeptahir. p,n,cntcrrrt. Attertrutivel~r, sltbjeel to npl,ruvul by dre Co»tract,~t/lniulsirntur, rhv Cpnlructm• nary oVBr1tlJ~ thn u,racr~prahle pkvett,rtrl (if gpplicahle) for rt cuntirtunr,.s !r!nXrh cuvcrtttg all irrg/yrularitics to p,nvirlg the rggrriretl pw fill .5'uh.teeiiatt 310, 07. J,i of OPSS 37p is deletrr/ and rdplkced wirlt llrK jb//ptnttig: !s'u,;h course afterfiml rr„rtpaCriorr shall Ai, of tpt~}ornt terta,w nr,r/ shp!/ by free nfsugrtrA*4tlutt (us tle(l/tatj by h9TOj,, fat spots,, oil ,spills ur axF~ gt/ter QefN,~/s. ,$`uD~~rgt tp aftprnvnl by rhB Cphtracf ~1rin,ir,Ir/rrtirtr, kreas of'„redi,rm sggrcl:ption nmy be /eJ3 Itt place fnr Gindor Cokrsrs, but nrs c'ottsldered +/efectt-~e anus fm• •9rlrf}tee Cortrses. ~1rr~ns pf Sp{~g~ ,y~~rp~,h/iVtl are Cg11S1dEre.,f ,/~fj~Ltf{~~> arGAS fnr Lalh binder and snrf'ace courses. nefecrtve kreaS sJtnll (,e relttp{+L'rl altd ~p/ac•erl by the Cnlttruc/pr,yjr/1 arr., ~,tuhfe Itot tttix nf/l,e ~wme rvyc and rnt»prrc7glj fo the sQticf !ct/pn nf'rfte Cbrtlrae'1 st dmltristrutor, a// ur tlrc COttirur:tar'a' ro,Sd l~'l;ett scgre:gatln,t 1, udsarngdby rare Co,rrracrnr,lrnnxttisirutar, rite CO/71rA+Ctn,'shall4e iminedlntr/y natt/ierl vNrbully,,fp/torved up by a~rttlen npt~Jicatir,,,, The Cotttraetnr,c/rrtl/tukg tttuuerllat,~ currt~atlve uctJr„r..lf rite segregntinn e'utrY/ittt~q the r'nn/rrrCl.g(itnil:tsirntnr mNy thgtl ts9rte n,4iap Work Urger unit/ the proh/e'nt is r,>rre47gt1, SEP-04-2007 TUE 01;36 PM TSH COBOURG FAX N0, 905 372 3621 P, 05/13 coNT.KAC'r H4. cLznp~-yn MUNII".1"PA1,1TX Gr (,'LARNGTON 9T~'VENS RUAll i:X'rENSIO~ AN111tL~inNAL t;OAD 57 W1D>uNfNG 4 of 9 AnllENiotJlld N(), 1 lfsayregatfon berrnres evJdent tvitfrin rl,P wr,rrarrrypnripd (eg. rnrsi~•rinrsG'grpgaterlPnrrhrs wtrJtlrt SR rp 3U rn a jrnc'inXf tkc' C'ulttractnr,shn/! rrrmova prrd rtiplnce the segruppted arpgs rr,; r,poy euttsenr nf'tlrr. Cru-Nraat ,~dririnierra/nr, ylpue p 40 rrtnt nvprlny of a'arnc' Attk over thr segrrrgpted lraveme„t,5rrrface,!or ttrC lertintlr of /he seprcgrtled atw.a. Curraarilti> ntCgsures slrrrJl he parforvtred duri,r~ the wgrranrv period ar /he Contractor's erprrrs~ Srrbsuetlorr 3JU_At?.d~ is Umcgr(ed by rlu>. urblitlotr of t/re fnllnwing: %'he Contract Adnrirrisrraror 1Vll! carrrfurt rluu/iry rrssr{runce tPSri»,y ar a, frnquentiy der!ureri n¢uassart, by the [,'nn/rust Adgrinisrrutnr far the prrrpbsa pf vcrifirrrtlun af,irix ounrplia,me. Wlrerrr tharB is vuriq»re between tJre ~G' a„d ~ rusrllts, the G'mrtrarr gdrplJrlsrrutur will inr'tigta rar"erao plate .cmayle tesrirtg fow the purpncr. of r/Jsplrtu rC,4ulufinrr. J4ea•alts of the rq/erea re~~~rin)~ sHaJl he rased rr, q~~Kyy r/tu da~ree of , yn,erliai attiatt rar/rrir•rd if upp!ltablo, A!! acciu'iated costs rCynired to c'und-rat tfia referer tN,rri,ry N'/J! be tllc ra9porrvihiJi/y of N'hbmcver Jrax t/rY rea~rrtrs t/rad /1u trot nt,rrcrlr N+tlh !hb r~};eree iNSt resr(trs, Wlierrr the hot rni~• rrsphulr suppller,jeiJ.c to c'unsisterrtfy prodr~cr. nsyhrrft rlrat rt~eers the .specrJ]ear'dbrrs, rite Gbntruc-trJrhrrttrislrptur.sha/! lrrrvr' r/te rrr/tt to refuTY frrrtJreY rnatCrial frnrrr the srrplr/fer' rrnlil nri,; .cJ,ecifjcatJbrrs Rre vet fXer/f,r apAtpl/pnCe. dlrPr»ptlr~e(V+ th0 Cotrtrartpr »tay by raQkfred to uhlrrin kor ttriti psphult,rrrrteriuJ,J'~bnr Rrmtlrer srryylicn SulrseCriort LISJJ.Ud,ULUj a) bf01•i!i'd' / J,~Oslrult ba riclGted urrd rr~y/rrcrrrl unity t/refnllmvit,,y: Llp tp 20~ by »tasc c f Itrlp shat! he per,uirie,Jfur.F/L A birrder,rti.rYS. S'u/,sectiun IISU,p$,UT ie o,»grrder/by the deletinu ufrhe ~izstirrg prrragrupy qnd its rt'placQnrerd tar/1r rJJq .>"allorvittgr TJIC' Corrtrut:tnr.rfin//, aporr rCgrrest, allnw rha C4ntrRCtur Adrrrtnt-s~rrarar or his repr•rs~,rrgriye rlre r/gyt to enter rrya» tha preUrises of nny of rJrq nraterinl,,,ar,rrfircturors, sltpplierc, !i!r»rrt) /rrhuratonee, nr r~yuipnrer,t for prrrpnsea• perralrrirrQ to rhr ,vnrk, to carry oNt suc% irrsyec'tiorJ, smttplirrg muJ re,'tirrg rls spealfied rr us reyue.4tud by the rnrrrrrrcr'.Aflnrirtls~trrrtnr Or hix represcrtlurive. T),F Cu»r'rpctor shall, ul,cu, rlKrrrartrJ, prbvirta thr' 1?e~,Jurt ir'Jry copier of rluilp butch Iveighic for urty nrlias That /tui,r bees p/rtCUrl gird uny irrfi,rnratlun tlrat rCtarps » rye !{+pcs t0 bnrc/ring ,veiphYS arrr!/or cnnfrrr»~ the pers'arttage of earl, ,nrrrriaJ rtsad /tr each ,Nrr ~ahare applicable. firllnS; /SI/ 7'irbJe d rNarsltalt b'tahlliq, .1VI~Y Dasibrr [=,r'tr,riu,rbr a/1 paying,YtLcture~' s'fraJl be prrtenrled ns HL I .rnrfaev aunrsc shalt /rove a Nlirrimtrkt r49r7,;clrrrll }~tablliN of I1,000NQ rsp ~~ fJy 8 hinder cnurc,r,•haJl y~¢va nh9irrirurrnr,4larslrull Stabt/rfy of IU,~ODlYta), 60 °G' HIIBC,cJ,n/J hura r! A~ir,irurru,lblrrr.~'i~alJ Stubiltty rf 12,SODN dal 60 °G", Pt\VI:M;;;VI' ~1ARtCING-:DLTfiAL)I.R (Pruvisionnl'1 •1'1'.~~IC NO. A23 p,.T<jj~ U12 PFl~, deleta the second suet third r;erlionces r,f tlir rrst p3rggrUph. Adel the fallowing: L'1.~_ SEP-04-2007 TUE 01 36 PM TSH COBOURG FAX N0, 905 372 3621 P, 06/13 Co1~1'TRACT NU, UI,20U7-2o ~Yf[JIV~1(:Il'A7,)'I`Y OF CLAI1[NUT1lN h"iTV)LNS ROAD ~rX'1'LN~91QN AA'D Tt7;GLUNAI, Ri1Ap 57'VVIDX;VIN{~ .5 uP 9 n nD~~rn>,-n1 No. ~ "7hn work carder f/rit• ten,l~r (Tarsi Shat/ lncluda ll,e xrrppl,~' pn// pp licaYic,n o e Component pn/ymurlc liu~•prrtent nrm'king malarial by lfre r.irvrsr'un (snrect~ Hell nd in ne~rrrdpgra {V/lfr the [r,urrrif7rcrtirCrrs sprr.~r~ut/orrs, pt /oaptiarrs as dlrecltrd DyF the Cvntrart Artrninlsi'ratpt; 7'he work dial/da perforr-red r'.r «crorrttmav ivitlt tlrN rnrr,rrrj}rertrrcr•;y recnunrrrrrduylotis, rt'!t/Ch shat! inclti!(c t/iG~ use of rr r/up11,~Te/{ trrtt, trtri/eed ,rrrll/eertsed by the male+r;n/ manNjAatterer. Tl~e Work pWo hrvolvr..s theprotaCtion ofwnrkrrs and llte traPCl/ng puh//i~ bjTmepyrs oJpdegrrafr /ruffs eonirpl in «rrarrJarree N~tth Orrtarln Truk Alplrrrp(}look 7- ?'enrpurpry Cpnditlnrrc (A?areh 10f/1}, The C.'n,rtrircturm~st abtutn a /lnnrl OCarrpanCyYer„rlt fru,n tha Raeiptr gl"'nurbmn y~orks.Dpparinrret pr10Y fo CDnrnreur:pnreni q/'iVOr/p Puli~maria riiplerlals s!r«ll meat tha PE'grrrrr.,ncen/.v rf tJJ',S,Q J719. Ftrnr y/able prodnCl9 are I.afren/g ~:VStenr A110, yr prodpCls pit MTlJ'.r i`)S,YI llsllrrg (SE•e.U,SJ~f #.S, 8S ;t3, dulVnloatl firt ,Y/ !rt//,;//N,ri,inroad(trrihnrity.,•uur/fltas/1a,Sh~JlJ58Sd,1, pri,/~ 5'pr'pV ritethnd arrr~(1,irpdocts anC not acrrpf«Gla, G%fi35 lrc!«rts sha/! rnaCt the regar'rrnsny4 Of g1i5'S 1,^.Sp, ,~Jp~~apipbTe tear:afar•hrrers are tlrosC /isterlnrr ,Ll'!'O s I~SNI list/ng (.see pSry.J tt5.,4S.38, daivrr/u«tl /1st pY IrtfpJ/w,vw.rv„r/«ntliorii}4Caudfilr;s/1)Siy!/DS8538,pdf), TJre CuntrnCtor S/rQlf nntr ofSnbseCtiolt 171J. p3; 09 of pYb.Y 171 J, H,lrlali regri/res bntTi prenrLted and Sar,~~ee pt ylietl glt/SS bCpds fn,• t/m s•rrped ftppliCr7tior: nr~tfrurl. .9r?3' ppp/leatrmrc rohiclr,Ja// to tneell/rr..ecYrt~ltp rpgtriratirertGS ~yrr,rJfie/1 iii OPSS 171.1,dr,rll be rontplelrly rRrrmv[rd p'rrrf replacer/ /iy Tire Coitlraatr„• wilbi,) first tI-'o (i') yc~are (irli labour, mpler2aLe, mubillCRtlort, elc. T„r'lur/ed), rsll puuc~rna/rt rrittrkinl;,,• rntrs~t be started ~vitlrln Z lYGrking,baics uf'cnr„pletiun urlhc fl:a! tiftnfG«sa CoNrsa psp/ral~' A!1 pia-marking ,slrall Le parfprni0d b~, ibr Currrracipr aritl insprrr•.rN~l b/~ the Contract Ad„riais'trat'or prior to appllautiun Ofpcrnua,e„lpuvkrnerit rnprktngc. aVlvasurenre„t f,r 1'uyutent Snbseatioh 532,09,41.01 is pnrCnded fnr/u,vernenl Ararkingllrrer widCr thhn ID ant. 1~`n,'thew itetiig, lirenBt,rP,rlr!nt fUr paYritE•rtt,shall Ge ucing111oY/iontal lrnytlr in rgptres, ~ticlrrdxri~ ~r,ps, ra~ar!/less of rvirlth. 5aparptc lerrdnr i/r,rw oraprpvided far acre! /IuC ia'iq+l/r rerjrrr,wrr " Add chn following Special I'rnvisiun to t}te Tender Hints section of tha C,'o,tt,~act: "DTJ.ItAI/(JT,1] RFsT.QJNfN'C If'Al.z . Jry'p'iNND, DJN Uri<Cer tlris Ilex: nnrl fi,r nc~~ Contract price, lire Carrfrpcf«r,rlr«J/xnpp(1' /ill ighurrr, eyr,lpnrenl purl nraterialc reyntra!/ to cumplrta /lip, fiNlott~ing,rark.~ i,r «rc•«rrlariCe ~i~ilh llte rnntra4Y ArpH~in~s utrd nrrr,uinfi RW--l,11W-2,rn,l.R~Y-.i provtdetl by Risi ,S'rofl8 ari~llo the satlsfr,4t/Dii fif'tyE ~'n,~r,r~rr; SEP-04-2007 TUE 01,36 PM TSH COBOURG FAX N0, 905 372 3621 P, 07/13 CONTRACT NU. t7T,2007-ZO MC1NIi:21'.4T,]'PY OF G7.AR]NCUT()14 ~'1'EVFr(S ItOAV E7~1'lr'NRin?d A1VA REG)<UNA]~ ~tdA]) 57 WIU~NIhtti 6 uP 9 A ~i)ENDCrly! N~. 1 a) A!I ercaPation (relnrrd to ,Bull, hasa pad h„rkfrll ua'sllOw,p on Jlif=/) as rQgNlratl,' h) lacrvatertr,g as' rKgnlrBd to cuurplPtr. /he rvvrk; al ,Ilt Lock f1l! Una aarrtprrcfion a,~' regtrirat! in arrarrlaree »it/r the dru,vinys; r/) Cleart-up uad n// )ncldorttai. TJie Duraliuld retalni-tg rvrd! shall axlend frn,n npprat'Jnrq/¢!y 6'trr. (fJ~O$7.3 to Sra. 1!J i IJ.?9,.9. TrrQ ~~'alr sJtall b~' cor,.rtra,•,'eti ps pcr l/te dru~~rrrbs prvr>ldad Ly ltlrl ~St{Trr~. ,1 ny dalrrage cur,.rprt by the G'vntractnr's ppertJtiorts to the sru•rna,rtlin{,r praparty shall Le repulrad 61' the Cprriroctur ut ,ru adr/it/Ona/ cn.ct lu 1hv l~luJeiC/paltty rvrd In t/is complete .Pnfisfi,~riun of rho ~'rt,~1nP„r, Afatariats r_~i~,yvntvt/ rrrrder these lic>rn,' N'hialr arc srtrpJus to ur nnstritahlejor tlrr fill ragkerarttents,vtryl) hN dispu_~'ad of by the C.'a,rtrrrelur at his nrva ~tp,rnsa, and to the sullsfarliun ufr)ra Etrglrt¢e,: 9'fie unit prir:a.rnp tha precar•t rrrninlnp u'a11 tvil/ i„aturlK tba, f0(lolvtn$ ron~'k, rcr slrolprr Pti the nrurvings and us dlrealcYl by rho ~'aginaerr a) ~1 tl craerrtivn of Uregr•uvit~'arid,~cngrid rPrrfurredprcarts>'cnncrate,'uJjrjlB/!(AI rEIlLal77/~N„l//,~`aftf/L+d for Or Inp/ir'r/ by 1He diatvrngs a,rd speelfleaiiphs, Mather. rPtth al/ HCCesso,y irrcid(tntalS rvhe/{rer ,',fe'rrea ro or rtpt, ae Wrl! be raqulraa to cnnrl,/ere the Wr)rlt to ilre full iptarrt acid trteaninyr pf the rltait'ltib+s ond,spet:ij1aattorts,l'l,e work htalt,das but is,Jnt limited to tltCjoltawirrbk; • The design, ln-peatlurr and crrtifrevriloJt Of tfte precast retaltrlttg Wall by u qunlifir'd pvofessiannf F',rgin(rer, Jiaartsed in tyre Prayrtraa Oj'Uniarty. • ,Supply and ittsuttlutiotr of'pret•ri~'t evnarata retairri„R rvrrti oprpp/ate tPJ!/, gruyrid rerrrforairrg as rerluired to suit sitr. ,snl1, gemstatria and lnarl„rg cartd/tivns~ b) ?%te Rptuinin;~ T;ral(Lesig„ /;'rrgineer'ts l0 ba a pr+,fe.~stattp/Eltgirraer R,~g;yterar/!n t/ee J'rnvi,tcr of Onturta 1P11/r at lepst S yrrurs Glpa'rietrce in the dasibn pj'prcracl runerete saghterttal refai,rinp Wttt/,p, Tbc~ RetulNing fl'atl DPslgrr h'nplneer sJralll,rrfurnr rhefottvti'l~rg tnskr': • i'ruttuac scaled cn,/clrrrC'71oN dratvtttgs and drrtaflar! aaSib+r- caG~alniiarrs• fur review. • Review Ihk slre sort rrrrd br.,,rnetriv anndrttvras to pnslrre the da~9lgnerJ wrYll ix runtpatihle Ivlth fhe a'ite prior to cnlralryrcilun. • G'ur,y wrt periodic inspectium~ during aonstn,rtle,n to ertstrra Cur{Jo,•ntnr,rt' N'ldlt Jha design tirarPrn~s «nd suLmlt inspevilrrtt rcpnrtc ru tha C)Wnar drrrl,rg runs7rrtatiun. • 1'rnvr'de thr+ Disvrat tvif/r a Cferl~Cttta Df GOttfbrllrn,rCk at t/ra a0nrpletiorr ufCOnSlruotiall Crrtifjd,r~t tJiut t/ia ratatrring walls Wc+ra aanslrurlPr/ in aaabralttree rvit/r t)ie rJesJ,t;n atarvtng,~ and current lndusny stantlartls. The ratrtirrir{n wrrrl s'halJ bC aCylglrrd irr lrL'C'ardattaL' FI'JtJ[ IIrN Nut/and( Cr)tJCrafe n'Ir)so,rry.9SS0Qiatinr,,r 1lesib„ Alerntral, for S'egrrtenra/ Ratulrtinr i]ralls. The Hrat/s .shall be rlw.,rignerl Yu srrtt tha soil cunt)itlOtrs, QGYlntr:'tri,t rli,rterrsiutts and Ingrling cotldillp#rv slrn>v,r ur, tha drurvbrbx c) ~;YCavrltiun to rlrc lrttes nnn'grrrdss aS SitalVtt n,r !)~e tlraN'in~s, trtalr«liJly} r1F.~posal of all surPlJr,s eteaPtrlCd alaterinrf•, If rrJYar aieavotiug ru rho ervratlan slmh~n nn ilia rlrutVings, U,P ,rrnterlal SEP-04-2007 TUE 01 37 PM TSH COBOURG FAX N0, 905 372 3621 GUN'~ACT Ho, ci,znm.2o 41liNIC~,+•L1TY 11F C.LA~tIltitl'1'ON S"t'F,Y~+N6 RnAD F.'~TENDIUN dIVD RLGIUNA7 Rf.1A:0 3> W1ULrN1N(; ADT1~;N I?CibS I+10, Y 7 or v e:7tcnurt/er~rl sltotr{d prm+P rrnncaeptable to fhN ~nk)t1B4,r as a fnrgrdulfus, the Cattlrvr•lorxha// perfi,rttt Q(f(/%r'lAJtnj el"L'pi'A'llOtt p9 dn'NC1r!ri by tfte ~'t?gi„rirr. d) ,4rrPyly at7d1JlrtcP,nr7rt of t!!e Grfrnular "s1 "liaSe r7tClurll„ cum a bu placer! wr undlsl/trbCd J7d/1ve rt,i/ l budt'nok rvi(/, un u!/prti'Rhle hw.a,y}, f La f'rrrnular ,9' base i~ !u kya. The Soil br:arire,~ r~uynal{p is to be verl ier16 1{ PUL'ity rrnf la..c.s U,rrn IAO base, I Y t{1G ~ngl»x,'r prfur tv p{ucirrE tick [iraJjp{ar'd' ~'he CrAUU/rrr 'A' hr,s•e /s 10 bC conrpr7clur/ to Jtuf /CSS !/cart ,QS"/o Stan/lprd Protyur M~rfmtrm U,y Ucrtsi{'y. l'prnpaQ7lon pf the hnse;s' to hu fCSferl by n yaal,-flcd ta'str„d nrrd inspNCi/orr cn»,{,troy prior tp pia+'rrrg thefirsf cntm,w' ufpreCUSf trJJfte. F'1 ;l %re .cuyy/y artrf p/ucepea-tl ufthcprapast rnnc`rete srpt?v trtrils atrJ eppfng « jlrts, a.~ .clrorr+ir oit the rlra7t+/a~9 (rod a,c r/irecta~ by t{re L»glrret~r, TfJa Amts ,rltrr/I by '°Durplrol~l1° us•,»a„u~aottsred by Uttflnck rr ravlerf~cd eguivalrnl, rvfth stgadurri rrnita• upd coping 1»711x. INST.gLL~ ' 'lr)N OF pRF'~ 'J' fI1Vl7;q; ' 7I7e precast slona ui7its shut! he r» a~taged !d9 per f/rr w7a»tlrauttrrer',s ri','ua7met7dr7fiatrq ' ?Y,~ ba%taJ7t i'ourvrt Of un/fs arc fp ha ft,vet{ttd to ateet the lr~leran~es s(tecrfled /rrry/rJ, 7'he botlnrrt ~'uJtrse of units ure riot td he ins4iflad t777t{[ f/te rnrnyaatf pg of the Rrunn/ar ;4' base hrrs Gee-J deemt'd arreytablp by f{Je I'uRlneer. ' 1Y0 crur,~~arl or cftipp~'/f errrr'is r,rY to he tttStallarf An ~ Jlrr Enr;lpc~p, 1 dR7n/tged »»I!e• rrre ip be reaJOVe,l %f rag7tc'sted by + T{re ,Inrrtrs~ h~~~~,utt ur~%Qr:Nrrl rpJfts sholr{d rtligrr pylh t{JO Jttldr!!a. of the uttlt ahuve rued he/uto to crE'rcte R rr+JtrJll7b bo»rl. • 1'he C'n,r/ruator s•/rR{! char.,{. /he /s1~c! nj'tlte wa// wllh cruClr l{/! to Nns•,1rB t/tut tro gnp,~ rrre fur;ttod tetweaJr suaeessl7'P {/ftv. Care shrrR br trke7r to et7sure tlrru fife prt'crtsf cn»~rele s7oJttr 7ttrits and b}QUfrrtlta rrre,rut hrokc'n nr dompl,,Brj durltrg ha7tr/167,{' tttid p(ucenren/ 7Yia ttnifs shall he b7stufled As ,s/town utr the lfrawr'„gs. GON~T('TI'4N TO ' 'IfANCE,S + E'ertlr~rrf Catttro% :k .30 r»m nr p,~aurne rrvar rr 3 7n9tre rlisfa,raN,- 75 qnd a:l~rhita„t, A'ordruntnl Cu»trol; - Sft'tti~n, %rt Llnest ~ d0 tiitrJ nr+Pr a 3 7Nc'SrC lfisfrr+trr'; 79 mlh nr(J,rima»7. • ~utattbt77.~d,0°frcrmtlosfgpfValfhat/er. • 13trlgi„g; z9 nNt7 o per a .7 »,etre dlst~rt7ce. J) The supply u,rd p!r?ectNeirl of Ceu,~trld RpiJjforcelneg7; The geogrid rs'{nforCemCnf .slla// h(: rr PpfNv7rer grid strrrcrure Itarl,:g rr,r+•J/e strct7bfh a,Jr/ rlrtrahill,!p prnprrtiea• /{Jat arc 5rritahlr fur sot! r9lirfa,"t'entprr/ r~Ppfle(11roJts toed Ore c'v7JJpr7fihle Ivit/t /hepreRastCU7rCratr'retallJll7~; lprJ(l rrr,i/,s. T/7& Rpprna•imr,te yaarrf/~y aJ"~l+'ugrld roinforcar»rnt is IbUgt • 77ia f~er,l{rf/l is lu be igsA,lldd Rt tlta' /ocatlrrnx S1JOri•'tr ort /lee rirlurJ711~,(~ ~twll desiyrq r/rprr,lgs's. 7'he G'eq~rid %r to by plrtc~ed with nc~ stru7tg di,pr;ii<yn parpc';7d/e7dn,• tr, the rf+af{,/'ace, P, 08/13 •L SEP-04-2007 TUE 01 37 PM TSH COBOURG FAX N0, 905 372 3621 P, 09/13 CUlV~I'1tACT Nn, Cl,zdp7_zp MUNIf'11f'ALI't,'Y OP' CLAIt1Nt~Tl~l\' STPu'VENS 1tOAl:1 L~XTfs'VSrL1N.1ND ItF,G~IuNAL Rt)Ah 57'VVIDLrtrIN4 8 of 9 ADAENDTIM NO. 1 • Tlic tieagrid „rus•t Ge pro-Cttt dp the fe,Iuilr slrurn» url dru rRtairti»g H+aff rlesftsl, dl'awings and »uavt hr, pfuc'ed rt~tthln .35 atm nJ'tbr Jru,rt Jlrue Of tfre precast walf,urfrs ro e»sure r11a.L'in,ur» ,`w,nYCiiott bettVuert geogrid a»d n+rrll,/gcil~,r. • 7Yre Gaupr/d is to be placed <r» a f(ttt laf+u! surface a„d is ru !,e prd/ud tigfii o»ll1,rlrl irr pfaca ~{~ftft WuudCtt siakP.r Rr other rrpprul~cl/ metlinrls prfur to p/qp/rrd Gacl{fi11 n» tc,p of Ilia gpOgrjtl, g~ The supply a+1d irrrtallrrliu-r of par/urntGd sub.d,•air, yfpk cattpfc'tc IVft/t,j111er r'.luJh- the st,bdr/tftr pipe slrnll by liPD1i' or P-~Cperfnruted pfpe,t,itJr a,r,iltfl»n» t diuritt•1er of I00 n»», protected ~~~t/, g,rryh:rrita,/f(tCr cfatlr to prPVrr,t /1,e r»l,~Patiort ul'snil particlea• in rJte prpe, 7'Ira ,r,lhdrni,r pipe slrall by PfaCud bt'frrtrd the relrei+rinp Ival1 face, ItCCUrrrte/y al/,~~»ef! a,t(l,pecunely ac,,lpferl artd 1u1~ at a rnirrirrp,>2 yradlaltt af.>>~{ to e,zcyra urlequgtd drp(»age to fi~eY a,rt/t7s. 0»ly sta»drlrrl fvtlrrl{a• fur bands, Caps a»d ltrte,:cpellp»S steal/ be 1r9ed. 79ie rndi pr'fCa s/ta!! aLtu ira•lurfe ult laburrr, eyulpn,errt onr/ r»gr6rfals to outlef they free rr»ds of iltC Stlbdrain pipe to /lrY lr»isltlu faCC o,/'tl,u,,:Jn!„irrX wllll fnellt/lfr,g.earv c'ntii»/{ oj'tlre blpCks as rerfNlrerl, rrx •rlrt,w,r t,rr rJre l/rlt~yf»~s med os• rlret7el/bp 11tC 1:'nguInr<Y, Jr) Supply a,Irl frratuflavfatr ojgeutextilN f/lter clurlt qs sltArv» nt, t/r+' dr„wf»,~w arzd <tS directed ley lhr! F'r,,~;treor. GuotCxttleJlltrr rlurlt sfial(bu pfaced,fi•nnr the lurt+asi puirtt apryord F•uch s'euvinfr uflabrfc Shall overlap tlrc° precrdl»g seotfo» n ruf,IfrJ,,,m of 600rugt, fJ Suppn, pJrd ptn,•.P»re»t of ,1$ rrrm Clear Strnr+' Gackffll Uttlr-dfng C,'cntPa•lfle rle rroied abpVe, Heutry compacts: aril co,rsrruetfujr ctlrrfprrreui,s'hnflnut bo a(fnwed to n/•,r<rr,re H,fthirt 150p tom nf' tltc Back f,rYx of vhe rataf»irtb~ wall. Tf,e Cu»trgotur shall rr,nr,fMr tiie xargfhln;~ WapJn,~ nplwartJ rataliurr acrd »:uyemen[ during huuk/l/li»,~ ppgr+ptiar6 Thu Cnruraetar s1ln11 nrjtlfjr the B+ipirracr tr»n:clflate/}+if w+>(/,nui~ente»v uertrrs dru~irrby Luukf-(d/nbl tyhtufi exrrr,,llha nra.~/trru»i pllatvahle lnlernrrCe~' Hotel/ aboyu, " 3, ARA\~INCS l~r'itwin{,m i.y, ant] 13 The "Cl+ad{rtg Limits" linc shall L'ro offset afa~roximately 1 nc tuwarda the pr~ycrfy lint. fi•um what is shown on the drswinga from St,~ric,u 9+845 to 9+>65 (hntlt ~iaes). nrawin~ 14 'J'ho trtait,in~ •vall ohnil start at slatlun JO+Q~~.> and Cnri at ~tutinn l4t034,J, n.dd the ~fnllnWing to $1p Hato rogarriinb tJ+e retairthtg Vlnll: .., saC datail fPj,relinTl+iary dYpIV11,~,5 RYA I, itW-~ and.ltli'-.3"(t>rtitcj1eCj stld c~ ltlailerl) SEP-04-2007 TUE 0137 PM TSH COBOURG FAX N0. 905 372 3621 P, 10/13 CQN'1'tZACT [~O. CL20t17-2U y1~NLCT1'ALT'TY Ur C!T.ARRyGTOIV' STZY!';N5 Rf)ATt E3:TrNSION ANU 1tEC,iTf1~AL ROAD 57 WIUIa1N1Nt~ ~lnf9 ADD~+'NIJI IM IV(3. 1 lZcvisc tha Duide Ra11 note as 20l Inw.e: "!,'ui.(p Xrti! (O.P,S~b. 9 '~ 3/1 with ~rf/trrrut~tteltt (O,~S:1J. 912;5`31) n~rx1J c~nd°, 1J4Yt'ic;r carh (),p.S.D, 600,110 shAll be provide] around the otlt3idc of wrn'k rolatnd m the polteo station nnr..ct~a and Pv'king ]01, All trJ;ders muet be aubmittrd o„ Uir bade of thaso tnndifir,.atiou~, 'I'hi~ Atl~lenduni Fhalt remain atti~,he~] try and fomt pgrC ot'all tatd4,~•x sttbntlttud, 'PST-T En~irieers Mahlwcta Pl~,uiers J13 IliviQiou Street Culaourfi, OutAYio I<9A Sa6 gvplember ~I, 2007 P;i12 <4561~0215iu,cx~nno I•dnc WALL ELEVATION VIEW FROM STN 10 + 022,51 TO 10+039.90 SCALE-1:50 9 d ni ra TYP. MAX. HEIGHT SECTION X-X 10+037.50 (CULVERT CROSSING) SCALE- 1:40 9 nw.bp,.irk. %".-- 11. N Ymdm muW.Ga VaiS'N er Ta'ti. Cabury. 2).RbtW ha Ir:g 1 dd 9n IM1e H4Y mrca lm ovltled m Riaiatan 4Ya'am (~r..~ mM r na rwwr emW~1 xr nrulysu umkamY ~ 4m Rapid baxdaxn hdl L.+,.nvytlan. N~euXa plrniaaraksi rnY arar lin eves p Fg eeirw+- Pa el 6,9,10 d° Id WALL LOCATION PIAN nM TABLE 3.0 -DRAINAGE PROVISIONS GENERAL NOTE5 1 .... .w i...w..r r,.xw~n wwu_anw 7 ~µ _.~.._ .' i ~ ,a,.. ~ ~y~~i ..._. -....... ... ~ Sri / -, , . .,, r .,., ., a >". ~ i TABLE tO-SOIL ZONES AND ASSUMED ~~"_~~".,,., ~ ~~~ ~~~-~ - - ~~ PROPERTIES Culvert Crossing -Regional Rd. 57/ Stevens Rd.Bowmanville, Ontario _ ~ R~S~=. .~,q, },~. RSS Project No: 200708019 retaining waA systems Dura o«:Me ~M a Geogritl ReRtnrreA = u' -~ .,,,,,,.,,. , ,. gym,.,,, war Baia xoor.oe= r °~ ................... TABLE 2.0-DESIGN INFORMATION RETAINING WALL SHEET OWG NO. ELEVATION VIEWS, SECTIONS LEGEND ____~,;,,ro,m,oo<rape,,, __~ RW-1 I 1 of 3 OETAILI-SWALE DETAIL2-PEDESTRIAN HANDRAIVCHAINLINK FENCE - ~ DETAIL 3-GEOGRID PLACEMENT (MAX2000RSES GEOGRIO VERTICAL SPACING) I J .. ~ . r GENERAL NOTES •..Y.~~a ~^Kw;u.~re,. m DETAIL 4-DRAINAGE OPTIONS (MUST BE CHECKED BY CML ENGINEER) _...-.,., ...a DETAILS-OUTLET THF30UGH PIPE r , _.._ ._-_r __~ L.... BYS TEM DETAIL S ~ ~ ~ _ - - __ ®~ Pra~ect '- -' a 5~G Culvert Crossing-R¢gI¢nal Rtl. 57/ Stevens Rd,eowmamiAe, Ontario ' SHEET DWG NO. p RSS ProjectNO: 200708019 ~ ~y TYPICAL DETAILS RW-2 2 of 3 ~ p~,,a„e ~~~ e n~a~~~Rw ~ Rtl. S// Ontario 7 .= '- ~.. ~ .w. Y «' __ ._..-...~ "~y- -~ ~:I ~ __~ ~._.~. ~~ .:. SHEET ~ OWG NO. SPECIFICATIONS ~ RW-3 ~ 3 of 3 CORPORATION OF THE MUNICIPALITY OF CLARINGTON STEVENS ROAD EXTENSION, ARENA ENTRANCE AND REGIONAL ROAD N0.57 WIDENING, BOWMANVILLE CONTRACT NO. CL2007-20 AUGUST 2007 engineers architects c~lanners AGREEMENT THIS AGREEMENT made in quadruplicate BETWEEN: BOYLE EXCAVATING LTD. of the Regional Municipality of Durham and Province of Ontario hereinafter called the "Contractor" THE PARTY OF THE FIRST PART -and- THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON hereinafter called the "Purchaser" ~ THE PARTY OF THE SECOND PART WITNESSETH, that the party of the first part, for and in consideration of the payment or payments .specified in the tender for this work hereby agrees to furnish all necessary machinery, tools, equipment, supplies, f labour, and other means of construction and, to the satisfaction of the Engineer, to do all the work as described hereafter, furnish all the materials except as herein otherwise specified, and to complete such works in strict accordance with the plans, specifications and tender therefore, all of which are to be read herewith and form part of this present agreement as fully and completely to all intents and purposes as though all the stipulations thereof have been embodied herein, Page 1 of 3 DESCRIPTION OF THE WORK AND LIST OF DOCUMENTS Stevens Road Extension and Regional Road No. 57 Widening, Bowmanville, Contract No. CL2007-20 Addendum No. 1 dated September 4, 2007 A. TENDER FORM: General Itemized Bid Bonds Schedule of Tender Data B. STANDARD TERMS AND CONDITIONS C. SCHEDULE `C' -CONTRACTOR'S SAFETY D. INSTRUCTIONS TO TENDERERS E. SPECIAL PROVISIONS -GENERAL F. SPECIAL PROVISIONS -TENDER ITEMS G. .DESIGN GUIDELINES H. STANDARD DRAWINGS I. PLANS: Drawings No. 1- I?, S 1, E1 and E2 7. STANDARD SPECIFICATIONS: It shall be the Contractor's responsibility to obtain the applicable edition of the Ontario Provincial Standard Specifications and the Municipality of Clarington Specifications. OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 127 Current 40S Nov. 2005 540 Apri12007 604 Nov. 2004 128 A r.2006 407 Nov. 2004 552 Nov. 2002 609 Apr. 2003 201 Nov. 2003 410 Nov. 2006 570 Aug. 1990 610 Nov, 2006 206 Nov. 2000 421 Ap-•.1999 571 Nov. 2001 614 Sept. 1984 310 Nov. 2004 501 Nov.200S 572 Nov. 2003 615 Nov. 2006 314 Nov. 2004 506 Nov. 2005 577 Nov. 2006 616 Nov. 2001 3S1 ~ Nov.200S 510 Nov. 2006 602 Mar. 1993 617 Nov.200S 353 Nov. 2006 532 June 1991 603 Mar. 1993 K. GEOTECHNICAL INVESTIGATION L. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999) All Plans and Documents referred to in the Specifications. The Contractor further agrees that he will deliver the whole of the works completed in accordance with this agreement on or before December 14, 2007. IN CONSIDERATION WHEREOF said party of the second part agrees to pay to the Contractor for all work done, the unit prices on the Tender. This agreement shall enure to the benefit of and be binding upon the heirs, executors, administrators and assigns of the Contractor and on the heirs and successors of the Purchaser. Page 2 of 3 IN WITNESS WHEREOF; the Contractor and the Purchaser have hereunto signed their names and set their seals on the day first above written. i SIGNED and sealed by the Contractor: BOYLE EXCAVATING LTD. Date in the presence of Date SIGNED and sealed by the Purchaser: THE CORPORATION OF THE MUNICIPALITY OF CLAR.INGTON °m Aber~_ thy, ~1ay®~ Date ~~-~~-~- -~'-~-j ~?(~~ :2~C~~ '' in the presence of P:\ 12-29561-02\Specs\AGR.doc ~ ~ rie9 ~i®rk Date ~ ~n ~,. X2(0, .2c~~~_7 Page 3 of 3 C®1v1TRAC'I' I01®. CL2007 20 1~IlLJI~1ICIPAI_,ITY OF CLARIIVGTON S'I,EVEI\1S ROAD IJXTENSI01~1 AND REGIONAL ROAD 57 WIDENING I30W1VIAl~IVILI,E AI)DENDLTiVI I~®. 1 Contractors are hereby advised of the Following modifications to Contract No. CL2007-20: 1. ITEMIZED BID Item No. A3 -Earth Excavating...-The quantity shall be revised to "6,051" m~ Item No. A9 -Concrete Curb.and Gutter. (All Types) -The quantity shall be revised to "X,030" m Item No. A16 - in the description delete "600 mm x 600 mm" and replace with "600 mnt x 1200 mm" Item No. A23 -Removal of Curb .and Gutter -The quantity shall be revised to "4T' m Item No, ~-11, A12, A13, A14 and 2.01.02 - in the description delete "Granular Backfill" and replace with "Nativel3ackfrll". The following Item shall be added to Section D: Itcrn No. Sec. No. Descri tion Unit Quanti Unit Price Total A18 SP Durahold Retaining Wall (Face Area) .m2 38 2. SPECIAL PROVISIONS -TENDER ITEMS Under OIZllER OP PRECEDENT, addthe following: "AI! rv~lrks for Print D: Regional Road S7 must be constructed to the satisfaetlon of the Regional Municipality of Drtrham, according to the Regional Municipality of Durham Construction Specificuti®ns. " EARTH EkCAVATION (GRADING) -ITEMS NO. A3, C2 AND D1 Page 1, add the following bullet: o "Excavniiort of widettings shall be benched as per 01'SD 208.010 where. required (steeper than 3H:IV)" Pte, revise the excavation table for Part A as follows: "Fart/t Crrt (excluding stripping) 3,918 m3 Strippittg 2,1'33 m3 fill required road works 3,561 nt3" CONTRACT NO. CL2007-2U M[INICIYALII'Y Or CLARINGTON STrVENS ROAD }sX'I'LNSION AND. REGIONAL ROAD 57 WIDENING 2 of 9 ADDENDUM NO. 1 HO"I' M1X, H.L.-I, I-LL.-3 and H.L.-8 -ITEMS NO. A4, A5, C3, C4, D2 AND D3 Pie 2, add the following: "OPSS 310 is mnenderl by the adliition of the following new Section: 310.04. SUI3MISSIONAND DESIGN.REQUIREMENTS 310.O~1.01 Asphalt Pre-Placement Meeting An Asphalt Pre-Placement Meeting wilt be conducted one week prior to placement of any hot mix asphalt to review granular nurterial grades, mix designs, quality control and quality assurance, proposed scheduling, construction methods and any other issues either the Contractor or the Contract Administrator nary wish to discuss related to apply and placement of hot mix asphalt As a minimum, attendance at the Asphalt Pre-Placement Meeting wiU include it:e Contract Administrator, the Contractors' Site Superintendent and a representative of the Contractor's Asphalt Subcontractor, if applicable. Subsection 310.07.03 of OPSS 310 is deleted and replaced witlt the following: All abutting edges of ~risting pavement shall be prepared in accordance with RMDSD S-S01 and vertical f zees of joints shall be tack coated prior to placement of new asphalt. Tack coat shall be placed by the use. of a nu>chnnical (pump driven) spray wand that ltas t{:e capabilities of being heated for cold weather operation applying the tack coat in a coasiste{tt, uniform application. All longitudinal joints and trans verse joints are to be tack coated prior to placement of the adjacent pass of asphalt to commence at the beginning acrd throrlghorlt tfie contract The tack coat sl:all be applied sufficiently ahead of paving operations to allo-v for crlring to a proper condition of tackiness. Failure to have equipment to apply the tack coat in this rrurrnrer will hold tip eonuneneernent of the paving operations. Note: Hand pnirrting of the tack coat is not an acceptable application method. Subsection 310.07.05.02.OI is amended by the deletion of the e.Yisting paragraph and its replaced with the following: To ensure rnix compliance, the Contractor shall conduct daily testing of all asphalt being produced for quality control purposes. The Contractor shall be responsible for the necessary process control testing during {rot rrrlx prOdllCtl()r:, pIaCCJnent ant! COrnpaetiOn, and any necessary adjusintenis, to produce urtifornr, llllaliJrerl {lot rnrl. 1'lre Contractor is responsible for, obtaining all samples. The samples shall be taken in tl:e field rising sample plates and following currentMTO sampling test procedures. Samples shall be used to determine compliance to asphalt cement content, aggregate gradation, Marshall air voids, Marshal! flow, voids in mineral aggregate, and Marshall stability regr~iremer:ts. The Contract Administrator will determine the location of each rand~rtt sample and inform the Contractor prior to the sample being taken by the Contractor. The Contractor shall take one plate sample for quality control purposes, one sample for quality assurance purposes and one,sample for potential referee testing in an appropriate container. The Contract Administrator may apply security seals to the samples prior to transportation. The quality CONTRACT NO. CL2007-20 MUNICIPALITY OI+ CLARINGTON S1'Ei'ENS ROAb EX1'ENSI®N'AND REGIONAL ROAD 57 WIDENING 3 of 9 ADDENDDM NO. 1 assurance and potential referee samples shall be delivered to the Contract Administrator within 4 hours Of S(rl)lplr)lg trllte. The nlilrirruutt frequerrey of testing for asphalt cement content, aggregate gradation and Marshall .Stahility~ comrpliunce is baser! on Table 6 hf OPSS 310 November 2004. Additional testing )nay be requester! bythe Contract Ad)nillistrator. For work on Regional Road 57 QC est results shalt be forwarded to the Region and Contract Administrator rvitlrin 2 working days frotn the time of sampling. Results shall be faxed to the Region's Materials Testing Lab at 9U5-655-4067 (Attention: Mr. Joeman Ng, P.Eng.) and a copy faxed to the Contract Administrator. Bi-weekly su~nf»aries of all test data shall be emailed to the Region's Materials Testing Lab and the Contract Administrator for the purpose of review at bi-weekly project lneetings. Subsectioll 310.07.13. of QPSS 310 is deleted and replace with the followings Ehch coarse after final compaction shall be smooth and true to the established crown and grade and the su-f rce of each coarse shall be free from deviations exceeding 3 mrn as measured in any direction with a 3 m straight edge. Poor rideabiCity (roughness) resulting from pavement surface irregularity shall be cause for immediate work stoppage andshall require Contractor assessment of the cause for such deviation in profile and correction at the Contractor's expense. Localized areas exhibiting surface variance exceeding the above mentioned tolerance shall be removed amt replaced with the samre hot mix asphalt to achieve a smooth longitudinal and lateral profile with adjacent acceptable surfaces. Where surface irregularities ~rceeding these !traits are evident over longer lengths (e.g. at start-up of tr~rtcks emptying load into paver or at end of loading each truck) the Contractor shall be required to cold plane the full width and length of unacceptablepave)nen~ Alternatively, subject to approval by the Contract Adlinistrator, rlte Contractor may overlay the unacceptable pavement (if applicttble) for a co)ltinuous length covering all irregularities to provide the required profile. Subsection 310.07.14 of OPSS 310. is;deleted and replaced witfi the following: Each coarse after finrt compaction shall be of uniform: texture and shat! be free of segregation (as dcf fined by MT0), fat spots, oil spills or any outer defects. Subject to approval by the Contract idministrator, areas of medium segregation mtay be left in place for binder courses, but are considered defective areas for surface courses. Areas of severe segregation are considered defective areas for both binder amt surface courses. Defective areas shall be removed and replaced by the Contractor with acceptable !lot nlix of the snme,type and compacted to the satisfaction of the Contract Administrator, all at t{re Contractor's cost. Whelr segregatiu)1 is observed by the Contractor Adrninisirator, the Contractor shall be immediately notifred verbally, followed up by_written notification. The Contractor shall take immediate corrective action. If the segregation •cont[nues the Contract Administrator may then issue a Stop Work Order until the prc~Gleln is corrected. CONTRACT NO. CL2007-2U MUNICIPALITY OT CLARING'fON STEVENS ROAD EXTENSION AND REGIONAL ROAD 57 WIDENING 4 of 9 ADDEND~i NO. 1 If segregation. becoures evident within the warranty-period (e.g. consistent segregated patches within SO to 80 m spacing) the Contractor shall rernave and repl?ce the segregated areas or, upon consent of the Contract fidmirristrator, place a 40 non overlay of same mix over the segregated pavement surface for the lend>th of the segregated area. Corrective measures shall be performed during the warranty period at t/re Contractor's expense. Subsection 310.08.01 is arrrended by the addition of the following: T{re Contract Administrator will conduct grrrility assurance testing at a frequency deemed necessary by the Contract Adnrirristrator for the purpose, of verification of mix compliance. Where there is variance bet-veen the QC and QA results, the Contract Adrninistrator .will initiate referee plate sample testing for the purpose of dispute resolution. Results of the referee testing shall be used to assess tl:e degree of remedial. action required if applicable. ~fll associated Fosis required to conduct the referee testing will be the responsibility o•J' whomever lras the results that do not concur. with the referee test results. Where the hot mi_r asphalt supplier fat/s to consistently produce asphalt that meets the specifications, the Corrtrac-t Adrninistrator shall have the right to refuse further material from the supplier until mix specifications are verified for corr:pliance. Alternatively, the contractor may be required to obtain hot mix asphalt uuiterial front another supplier. Subsection 1150.04.01.01 c) of OPSS 11 SO slrall be deleted and replaced with the following: Up to 20% by mass of 1ZAY slrall be porn:fitted for HL 8 binder mixes. Subsection 1150.08. DI is unrenrled by the deletion of t{te existing paragraph acrd its replacement wit{: the following: .The Contractor shall, upon reyu~st, allow the .Contractor Administrator or his representative the right to eater upon the premises of any of Ilse material manufacturers, suppliers, plants, laboratories, or .equipment for purposes pertaining to the work, to carry ord such inspection, sampling and testing as specified or as requested by t1:e Contract Administrator or his representative. The Contractor shall, upon dcrrrnrul, provide the Region Witl: ,copies of daily batch weights for any mixes that have been placed and any infornrntiorr that relates infix types to batclting weigl:ts and/or confirms the percentage of each material used err each rrrix where. applicable. OPSS 1150 Table 6 Marshall Stability -1~lix Design Criteria for all Paving Mixtures shall be amended as follows: HL 1 surfacecoarse sha/l have a Mittimrmt Marshall Stability of 11,000N@ 60 °C HL 8 bindercourse shall have a ~Minirnutn Marshall Stability of IO,SOON@ 60 °C HD13C slurp leave a Niirrirnufn Marshall Stability of 12,SOON@ 60 °C" PAVEMENT MARKING - Di_JRABLE (Provisional) -ITEMS N0. A25 AND D12 Pa e 5, delete the second and third sentences of the' first paragraph. Add the following: CONTRACT NO. CL2007-20 MLINICIPALITI' OI' CLARINGTON . STI;VENS ROAD P;~'I'ENSION AND REGIONAL ROAD 57 WIDENING 5 of 9 ADI)ENDiJTi~i NO. 1 "The work under this tender item shall include thesupply and application of field-reacted, two component polymeric pavement marking rr:aterial by the extrusion (screed) method in accordance with the nurrtufactrerer's specifications, at locations as directed by the Contract Adminisirrrtor. The work shall be perfor~nerl in accordance with the manufacturer's recommendations, which shall inclrede the rrse of a qualifred ftrnr, trained and licensed by the material manufacturer. The work also involves tore protection of workers and the traveling public by means of adequate traffic control in accorrlunce with Ontario Traffre Manual Book 7 -Temporary Conditions (March 2001). The Corrtr•actor Hurst obtain n Road Occupancy Pern:it from the Region of Durham Works Department prior7o cornntencentent of work. PolymL>ric materials shall meet the requirements ofQPSS 1714. Acceptable products are Cafrentz .System 400, or products orr MTO's DSM listing (see DSM #5.85.43, download list at http://rvww.roadarrtlaority.cour/files/DSM/DS$543.pdn. Spray tnetftod and products are not acceptable. Glass beads shall meet the requirements of OPSS 1.750. Acceptable n:anufacturers are those listed on MTD's DSM listing= (see DSM #5.85..38,' download list at . littp://r+~ww.roarlnuthority.coma/files/DSM/D58538.pdf). The Contractor shall note of Subsection 1.714.05.04 of OPSS 1714, which requires both. premixed and surface applied glass beads for the screed application method Any applications which fail to meet t{te service requirements specifted in OPSS 1714 shall be comrpletely rernoverl rrnd replaced by the .Contractor within fast hvo (2) years (al! labour, materials, mobilization, etc. included). All pavement markings uurst he started within 2 Working Days of completion of the frnal lift of base corerse nsl~halt. All preanarking shall be pe-fi~rmted by the Contractor and inspected by the Contract Administrator prior to applientiorr of permanent pavement tnarkittgs. Measurement for Payment Suhsectiorr .532.09.01.01 is amended for pavement marking lines wider than 10 cm. For these items, mreasurenrerrt for ~ayrrtent shall. be acirtal horizontal length in metres, excluding gaps, regardless of width. Separate tender items are provided for each litre width required " Add the following Special Provision to the Tender Items section of the Contract: 1)URAIgOLI~ RL'TA11~~ITJG WALL -ITEM NO. D48 Under this Item and for the Contract price, the Contractor shall supply all labour, equipment and materials regrrirerl to complete the following works in accordance with the Contract Drawings and Drasvirrg Id ~1' 1, R ~ Z and RW-3 provided by Risi Stone and to tlie, satisfaction of the Engineer: CONTRACT NO. CL2UQ7-20 MUMCII°ALI'I'Y OIL CLARINGTON STEVENS ROAD EYTENSION AND REGIONAL ROAD 57 WIDENING 6 of 9 ADDENDLTNi NO. 1 a) All ~tcavation (related o wall, base,and backftll as shown on tZW-1) as required; b) Dewatering as required to complete the work; c) All backfill arul corrrpaction as required in accordance with the drawings; d) .Clem-uparul all irrciderttal. The Duralrold retaining wall slrall ~rtend from approximately Sta. 10+022.5 to Sta. ~0+039.9. The wall shall be constructed as per the drawings provided by Risi Stone. Any damage cRUSed by the Contractor's„operations to the surrounding property stall be repaired by the Contractor at no arlditiorra! cost to the Mrrrticipality and to the complete satisfaction of the Engineer. Materials e_tcavaterl under these Items which are surplus to or unsuitable for the fill requirements sfial! be disposed of by the Contractor at his own, expense, and to the satisfaction of the Engineer. Tire unit price for the precast retaining wall will include the following work, as shown on the Drawings and as directed by the Engineer: a) All etecrrtion of the gravity tend gengrid reinforced precast concrete segmental retaining walls called for or implied by the drawings and specifications, together with all necessary incidentals whether referred to or nnt, as will be required to complete the work to the full intent and meaning of the drawings and specifications. 'The work includes but is not limited to the following: • The design, inspection and certification of the precast retaining wall by a qualified professional Engineer, licensed. in the Province of Ontario. • Supply arrd installation of precast concrete retaining wall complete with geogrid reinforcing as required to suit site soil, geometric and loading conditions. - b) The Retaining Wall Design Engineer is to be a Professional Engineer Registered in the Province of Ontario with at least 3 yearsexperience.in the design of precast concrete segmental retaining walls. The Retaining Wall Design Engineer shall perform the following tasks: • Produce sealed constrrretion drawings and detailed design calculations for review. • Review the site soil and geometric conditions to ensure the designed wall is compatible with the site prior to construction. • Carry out periodic:inspections during construction to ensure conformance with the design drawings and submit inspection reports to the Owner daring construction. • Provide the Owner with a Certificate of Conformance at the completion of construction certifying that fire retaining walls were constructed in accordance with the design drawings and current industry standards. The retaining wall shall be designed in accordance with the National Concrete Masonry Associations Design Manual for Segmental Retaining Walls. The walls shall be designed to suit the soil conditions, geometric dimensions and loading conditions shown on the drawings. c) Excavation to fife lines and grades as shown on the drawings, including disposal of all surplus e_rcavated materials. If after excavating to the elevation shown on the drawings, the material CONTRACT NO. CL2007-20 MUNICIPALITY OF CLARINGTON STEVENS ROAD EI'I'ENSION AND REGIONAL ROAD.57 WIDENING 8 of 9 ADDENDlJld1 NO. 1 ® The Geogrid must be pre-cut to the length shown on the retaining wall design drawings ar:d must be placed within 25 rnur of the front face of the precast wall units to ensure maximum connection between geogrirl and wall facing. ® The Geogrid is to be placed on a flat level surface and is to be pulled tight and held in place with woorlerr stakes or other approved >nethods prior to placing backfill on top of the geogrid. g) The. supply and installatior: of perforated sub-drain pipe complete with ftlter cloth. The subdrain pipe shall be HPDE or P F'C perforated pipe. with a minimum diameter of 100 mm, protected wit/: geote_rtile filter cloth to prevent the migration of soil particles i» the pipe. The subdrain pipe shall be placed hel:ind the rehriniag wall face, accurately aligned and securely coupled and laid at a nrirrin:run gradient of 2% to ensure adequate drainage to free outlets. Only standard fittings for .bends, caps arul intersections sltal/ be used.. The unit price shall also include aCllabour, equipment and materials to outlet the free ends of the subdrain pipe to the outside face of tl:e retaining wall including saw cutting of the blocks as required, as short~rr on the drawings acrd as directed by the Engineer. It) Supply and installation of geotextiie filter cloth as shown on the drawings and as directed by the Engineer. Geotextile filter cloth shell be placed from the lowest point upward. Each section of fabric shall overlap the preceding section a minimum of 600mrn. i) Supply and placentetrt of 19 nun Clear Stone. backfrll including Geotextile as noted above. Heavy compaction and construction equipment sliall not be allowed to operate within 1500 rnm of the back face of the retaining wall... The Contractor sltatl monitor flee retaining wall for outward rotation and rttovenrent during backfrlling operations. The Contractor shall notify the Engineer irnnrediately if wall movement occurs during backfrlling which exceed the maxirne~rn allowable tolerances noted nbove. " DRAWINf~S Drawings 11 and 13 The "Grading Limits" line shall be offset approximately 3 m towards the property line from what is shown on thedrawings fromStation 9+845 to 9+965 (both sides). Drawing 14 The retaining wall shall start at station 10+022.5 and end at station 10+039.9. Add the following to die note regarding the retaining wall: .. , see detail "preliminary drawings RW-1, RW-2 and RW-3" (attached and e-mailed) CONTRACT NO. CL2007-20 MUNICIPALITY OI' CLAKING'I'ON STEVENS ROAD EY'I'ENSION AND REGIONAL ROAD 57 WIDEMNG 9 of 9 ADDENDUM NO. 1 Revise the Guide Rail note as follows: "Guide Rail (O.P.S.D. 912.130 witlt end lrentment (O.P.S.D. 912.531) nort{t end" Barrier curb O.P.S.D. 600.110 shall be. provided around the outside of work rElated to the police station access andparking lot. All tenders must be submitted on the basis of these modifications. This Addendum shall remain attached to and form. part of all tenders submitted. TSH Engineers Architects Planners 513 Division Street Cobourg,Ontario K9A SG6 Septeniher 4, 2007 P:A12-29561-02\Specs\rADD l.doc WAIL ELEVATIOtl VIEW TYP FRON STN t0+0?2.51 TO 10-039.90 0CA~E 1..0 ~ ..®.-.. w . MiX. HEIGHT gCT1ON X-X 10+037.10 (CULVE{27CROSSING) 'M9 -c I SCAlE~110 s yc k uah* x GENERAL I~DTES ^ ~ .~ ~ ~ ^anel OJyte ... .e.ww.....ae....s... m _ _.___ _~ _c ___ . ___ r.. : _ ~' v 11111 T III o. .-wa ~m ~~. `~ .. r.l ry. a( ~ 111.. J1111111~~~~i ill _r ' ~ ~y m .. W II 1 11 II ij ilil Ill, Ill i:'. .... _ ~-- ...n...-_~ ~~a ~ -- - - ~ -- -__. m . ..a tl WAL LOCATIOI PLAN TAelE 3.0-DRAIYAGE PROVSIONS TABLEI.0-SOIL ZONESAND ASSUMED PROPERTIES m ~ ® ~~ , 1' - - __ _ _ _ m a - _ _ --- --_ _ ._.,.~~ _ _ _ m , ~~ ^ pg'' '. ~ 'I ~ -_._ TABL-2.0 DESICN INFORMATION ee ~ ProJecc 9~G~ 0 Stevens Rc.BOwlnanviilr~, Oneno7/ ~ EEVAl1ON V1EWS, SECTDNS SHEET DNG NO. yo RSSProIeRNo:20070A119 ralaSM19vraYSYete~rs ~ P RW-1 1 of 3 ~~`S SeomN aexmrcea ° ~iira,~ ...., e egmewlReaMhre Wae .m,...m LHiEND __ _ ~roumoz..~e OET.aIL1-SW0.E 'i I DETAIL2~PEDESTRNN HANDRiJUCFiAINLIt`K FENCE DElAll3-GECGRID PLACEMENT (MAt.2000RiES GEOGRD VERTICli SPACING) GENERAL tloTES e w , ° DETAIL4-ORANAGE OPTDNS (MUSTBE CHECKED BY CNILENGINEER) DETAIL5~OUTLET THROUGH PIPE ,,, ~,__ ° ._.__._~ L_e SVS EEM DETAIL S ®~ _- _ _ ,o. ~..,.......a.a....aK _ _ _ _ __ - _ __ _ o ~~ ~^: o _- ~_ - - - ~/ -..._~~_..e~._._-._. ProlecC CulverlCrtssing-Reglanal Rd. 57/ SNEEI DNG NO. `vC nlaflo yp~y RSS Prod dNo~20W0t019 TYPICALDETAILS RW Z 2 f 3 ~~ aua~-~:e - o ~~\ ~~~aR.~,~~a Segmemal RPaiNng Wa4 ~ Q .1 '- m ".:~.=._ 7 ~ - s- _-...... ~~~ _ e G~ CuNert Crorsing-Reglmal Rd. 5]/ 5 SHEET DWG N0. ,~F. Stevens Rd BOwmanvlll[, Ontario _ P~ RSS Rrojed No: 200708119 SPECIFCATIONS RW-3 3 of 3 aWn9 Wan ~ ..,. . a,~eu«..ia PROJECT: TENDER FOR CONTRACT NO, CL2007-20 STEVENS ROAD EXTENSION, ARENA ENTRANCE AND REGIONAL ROAD NO. 57 WIDENING, BOWMANVILLE AUTHORITY: CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT ADMINISTRATOR: TOTTEN SIMS HUBICKI ASSOCIATES ENGINEERS, ARCHITECTS and PLANNERS 513 DIVISION STREET COBOURG, ONTARIO. K9A SG6 Telephone: 905-372-2121 Fax: 905-372-3621 TENDERER: Boyle Excavating Ltd. Name 2663 Concession Road 8 Bowmanville Ontario L1C 3K6 Address (include Postal Code) Tel: 905-263-2226 Fax: 905-263-2070 Telephone and Fax Numbers David A. Boyle Name of Person Signing ' President TENDERS RECEIVED BY: P:\t2-29561-02\Specs\22350-TF-SignDocs.doc Position of Person Signing Mrs. Patti Barrie, Clerk Corporation of the Municipality of Clarington 40 Temperance Street BOWMANVILLE, Ontario. L1C 3A6 Page 1 of 12 pages TENDER CONTRACT NO. CL2007-20 To: The Mayor and Members of Council Corporation of the Municipality of Clarington Re: Contract No. CL2007-20 Stevens Road Extension, Arena Entrance and Regional Road No. 57 Widening, Bowrnanville Dear Mayor and Members of Council: The Contractor has carefully examined the Plans, Provisions, Specifications and Conditions described herein as part of the work to be done under this Contract. The Contractor understands and accepts the said Plans, Provisions, Specifications and Conditions, and, for the prices set forth in this Tender, hereby offers to furnish all machinery, tools, apparatus and other means of construction, furnish all materials, except as otherwise specified in the. Contract, and to complete the work in strict accordance with the said Plans, Provisions, Specifications and Conditions. The Contractor understands and accepts that the quantities shown are approximate only, and are subject to increase, decrease, or deletion entirely if found not to be required. Attached to this tender is a bid deposit in the amount specified in Clause 3 of the Instructions to Tenderers, made payable to the Authority. This cheque or bid bond shall constitute a deposit which shall be forfeited to the Authority if the successful Contractor fails to file with the Authority a 100% Performance Bond, and a 100% Labour and Material Payment Bond, satisfactory to the Authority within ten (10) calendar days from the date of receipt of Notice of Acceptance of the Tender. Notification of acceptance maybe given and delivery of the form of Agreement made by prepaid post, addressed to the Contractor at the address contained in this Tender. Page 2 of 12 pages ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications Sp - Refers to Special Provisions ~p~ - Plan Quantity Payment (tem MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications Item N6. Spec No. - llescri~tign Uiut Quantity ~Tnit Price Total PART'A': STEVENS ROAD -ROADWORKS AND STORM SEWERS Al 201, 510 Site Preparation LS 4,946.00 4,946.00 SP, MOC 0 320 00 31 A2 201 Clearing and Grubbing LS 31,320.0 . , SP, MOC 90 751 41 A3 206 Earth Excavation (Grading) m3 6,051 6.90 . , SP, MOC (P) A4 310 Hot Mix, H.L.-3 t 50 162.20 8,110.00 SP, MOC 00 360 59 A5 310 Hot Mix, H.L.-8 t 700 84.80 . , SP, MOC 400 00 44 A6 314 Granular'A' t 2,500 17.76 . , SP, MOC 00 400 62 A7 314 Granular'B', Type I t 6,500 9.60 . , SP, MOC 065 00 50 A8 351 Concrete in Sidewalk mz 950 52.70 . , A9 SP, MOC 353 Concrete Curb and Gutter (All m 1,030 43.70 45,011.00 SP, MOC Types) A10 405 100 mm Dia. Perforated Corrugated m 935 17.20 16,082.00 SP, MOC Pipe Subdrain with Geotextile All 410 200 mm Dia. PVC DR35 Catchbasin m 57 104.00 5,928.00 SP, MOC Leads, Incl. Excavation, Embedment and Native Backfill A12 410 300 mm Dia. Class 50-D Pipe Storm m 140 130.00 18,200.00 SP, MOC Sewer, Incl. Excavation, Class'B' Bedding and Native Backfill ~,. n n n a~n nn A13 410 3UU mm ll1a. Yvl; lixs~ v,atcnoasni r,1 ~~ ---~•~ SP, MOC Leads, Incl. Excavation, Embedment and Native Backfill A14 410 375 mm Dia, Class 65-D Pipe Storm m 237 146.00 34,602. SP, MOC Sewer, Incl. Excavation, Embedment and Native Backfill A15 407 600 mm x 600 mm Precast ea 10 1,949.00 19,490. SP, MOC Catchbasin _ A16 407 600 mm x 1200 mrn Precast Twin ea 4 2,066.00 8,264. SP, MOC Inlet Catchbasin Page 3 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions ~P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications Item No. ~I~ec IYo,', -' ' D~scri tiou TJnit Q~u:~ntity TJnit~Priee `Potal A17 407 1200 mrn Dia. Precast Maintenance ea 5 3,465.00 17,325,00 SP, MOC Hole A18 407 Storrnwater Management Structure LS 34,316.00 34,316.00 SP A19 501 Water for Compaction and Dust m3 450 8.90 4,005.00 Control ' A20 506 Calcium Chloride Flake kg 3,400 0.82 2,788.00 A21 SP Sawcutting Asphalt m 4S 4.30 193.50 A22 510 Removal of Sidewalk mz 35 8.90 311.50 SP A23 510 Removal of Curb and Gutter m 47 8.90 418.30 SP A24 SP, MOC Provisional Item m3 20 44.70 894.00 H.L.-8 Blend Clear Stone Bedding with Geotextile A25 532 Provisional Item SP, MOC Pavement Markings -Durable a) 100 mm Width m 465 3.00 1,395.00 b) 600 nnm Stop Bars m 12 27.00 324.00 c) Traffic Symbols ea 4 27.00 108.00 A26 570 Topsoil from Stockpile or Imported m2 6,000 3.80 22,800.00 SP, MOC A27 571 Sod, Nursery (Unstaked} mz 6,000 1.20 7,200.00 SP, MOC A28 572 Provisional Item m2 S00 0.40 200.00 SP, MOC Seed and Mulch A29 SP Provisional Item Supply and Installation of Plant Material a) Acer campestre (Hedge ea 14 472.00 6,608.00 Maple), 60 mm WB b) Celtis occidentalis (Hackberry), ea 14 410.00 5,740.00 60 mm WB Page 4 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P} - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications lLem Nu. Spec No. llescri tic-n ._ Unit Quantity _~ . .Unit Price. Total = - c) Cornus racemosa Std. (Gray ea 14 373.00 5,222.00 Dogwood -tree form), 50 mm WB d) Corylus colurna (Turkish ea 14 410.00 5,740.00 Hazel), 60 mm WB e) Crataegus crus-galli inermis ea 14 348.00 4,872.00 (Thornless Cockspur Hawthorn), 60 mm WB fl Ginkgo biloba (Maidenhair ea 14 559.00 7,826.00 Tree), 60 mm WB g) Gleditsia triacanthos 'Skyline' ea 14 410.00 5,740.00 (Skyline Honeylocust), 60 mm WB h) Viburnum lentago Std. ea 14 373.00 5,222.00 (Nannyberry -tree form), 50 mm WB A30 SP Excavate for Utility Verification ea 2 1,371.00 2,742.00 A31 SP, MOC Temporary Dead-End Barricades ea 1 810.00 810.00 Total Part A (Carried to Summary) 597,670.20 PART 'B': STEVENS ROAD -SANITARY SEWER AND APPURTENANCES 2.01 RMDCS Pipe (Not Including Restoration) SP 2.01.02 RMDCS, 200 mm Dia. PVC DR35 Sanitary m 127 183.00 23,241.00 SP Sewer, Incl. Excavation, Class 'P' Bedding and Native Backfill 2.04 RMDCS Maintenance Holes SP 2.04.04 RMDCS, Break into Existing Maintenance LS 2,736.00 2,736.00 SP Hole S1 and Rebench 2.04.08 RMDCS, 1200 mm Dia. Precast Maintenance ea 1 4,150.00 4,150.00 SP Hole Total Part B (carried to Summary) 30,127.00 Page 5 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality ofClarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications Item No. .Spec. No;~ ; I?cscr~ption ; Unit Quantity Unit Price Total PART'C': ARENA ENTRANCE (Provisional Location) -DELETED C 1 201 Clearing and Grubbing LS Deleted SP, MOC C2 206 Earth Excavation (Grading) m3 1,1 S 1 Deleted SP, MOC C3 310 Hot Mix, H.L.-3 t 20 Deleted SP, MOC C4 310 Hot Mix, H.L.-8 t 120 Deleted SP, MOC CS 314 Granular'A' t 450 Deleted SP, MOC C6 314 Granular'B', Type T t 750 Deleted SP, MOC C7 3S1 Concrete in Sidewalk mz 190 Deleted SP, MOC CS 3S3 Concrete Curb and Gutter (All m 250 Deleted SP, MOC Types) C9 40S 100 mrn Dia. Perforated Corrugated m 250 Deleted SP, MOC Pipe Subdrain with Geotextile C10 410 200 mm Dia. PVC DR35 Catchbasin m 26 Deleted SP, MOC Leads, Incl. Excavation, Embedment and Gxanular Backfill Cll 407 600 mm x 600 mm Precast ea 2 Deleted SP, MOC Catchbasin C12 SO1 Water for Compaction and Dust m3 6S Deleted Control C13 S06 Calcium Chloride Flake kg 670 Deleted C14 SP Sawcutting Asphalt m 70 Deleted C1S S 10 Removal of Sidewalk m2 SO Deleted SP C16 S70 Topsoil from Stockpile or Imported m2 9S0 Deleted SP, MOC C17 S71 Sod, Nursery (Unstaked) mz 9S0 Deleted SP, MOC Total Part C (carried to Summary) Deleted Page 6 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications ItemNo. S~iec N~ Das~t~i ton - I7uxt }` - Qxxaniity Uxxit Pi!iae Total PART'D': REGIONAL ROAD 57 D 1 206 • Earth Excavation m3 2,360 8.90 21,004.00 SP, MOC (p) D2 310 a) Hot Mix, H.L.-1 t 300 107.50 32,250.00 SP MOC , b) Hot Mix, H.L.-3 t SO 162.00 8,100.00 D3 310 Hot Mix, HDBC H.L.-8 t 400 102.10 .40,840.00 SP, MOC D4 314 Granular 'A' t 1,150 17.76 20,424.00 SP, MOC D5 314 Granular 'B', Type I t 4,500 9.60 43,200.00 SP, MOC D6 353 Curb and Gutter (All Types) m 50 43.70 2,185.00 SP, MOC D7 405 100 xnm Dia. Perforated Corrugated m 50 17.20 860.00 SP, MOC Pipe Subdrain with Geotextile D8 421 Remove and Replace Entrance m 8.5 104.00 884.00 SP Culvert D9 SO1 Water for Compaction and Dust m3 280 8.90 2,492.00 Control D10 506 Calcium Chloride Flake kg 1,050 0.80 840.00 D11 SP Sawcutting Asphalt m 730 4.30 3,139.00 D12 532 Provisional Item SP, MOC Pavement Markings -Durable a) 100 mm Width m 2,000 3.00 6,000.00 b) 600 mm Stop Bars m 10 27.00 270.00 c) Traffic Symbols ea 18 27.00 486.00 D 13 570 Topsoil, from Stockpile or Imported mz 2,500 3.80 9,500.00 SP, MOC D14 571 Sod, Nursery (Unstaked) mz 2,500 2.50 6,250.00 SP, MOC D15 552 Steel Beam Guiderail m 68 130.00 8,840.00 SP Page 7 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No: - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment [tem MOC - Municipality of Clarington Design Guidelines and Standard Drawings RMDCS - Regional Municipality of Durham Construction Specifications ;_ _. i _' Item No. S~.ac Nt~. , " 1)esc~rilation Unit ;r Quantity . Uuit)1"rice Total D 16 577 Provisional Item SP, MOC Siltation Control a) Light Duty Silt Fence Batrier m 100 20.00 2,000.00 (Temporary) b) Straw Bale Flow Check ea 5 52.00 260.00 D17 310, 510 Partial Depth Asphalt Removal m2 1,300 1.20 1,560.00 SP (40 mm) D18 SP Durahold Retaining Wall c/w m~ 38 1,026.00 38,988,00 Geotextile Grid Tie-Backs (face area Total Part D (carried to Summary) 250,372.00 PART'E': ELECTRICAL WORKS E1 602 Electrical Handholes SP a) 300 mm Dia. ea 5 54.6.00 2,730.00 E2 603 Rigid Ducts, Direct Buried SP a) 1-5.0 mm m 913 17.00 15,521.00 a) 1-100 mm m 33 37.00 1,221.00 E3 603 Rigid Ducts, by Subsurface SP Installation a) 1-100 mm m 41 113.00 4,633.00 E4 604 Low Voltage Cables in Ducts m 495 5.00 2,475.00 SP a) #6 AWG ES 604 Low Voltage Cables in Ducts m 2,212 4.00 8,848.00 SP a) #8 AWG b) #2 AWG m 15 11.00 165.00 E6 609 Ground Wires SP a) #6 AWG Insulated m 987 5.00 4,935.00 b) #6 AWG Bare m 10 5.00 50.00 Page 8 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. , , Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions {P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings ' RMDCS - Regional Municipality of Durham Construction Specifications Item.No. S~iec No. Doscription Unit Qu~tity~ Unit Price Total E7 609 Ground Electrodes ea 8 105.00 840.00 SP E8 610 Removal of Electrical Equipment LS 997.00 997.00 SP E9 614 Supply Control Cabinet Assembly SP a) Supply 'A' ea 1 586.00 586.00 b) Supply'B' ea 1 1,544.00 1,544.00 E10 615 Concrete Poles, Direct Buried in SP Earth a) 6.1 m Decorative ea 12 2,813.00 33,756.00 b) 9.9 m Round Class'B' ea 4 1,591.00 6,364.00 El 1 615 Steel Pole, Base Mounted SP a) 6.1 m Existing Relocated ea 1 735.00 735.00 (Decorative c%w Luminaire) E12 616 Concrete Footing in Earth ea 1 1,175.00 1,175.00 SP E 13 617 Roadway Lighting Luminaires and SP Bracket Assemblies a) 100W HPS Decorative ea 12 2,482.00 29,784.00 Luminaire c/w 2.4 m Bracket Arm b) 150W HPS Cobrahead c/w ea 4 607.00 2,428.00 2.4 m Elliptical Bracket Arm Total Part E (carried to Summary) 118,787.00 PART 'F' : GENERAL ITEMS Fl RMDCS, Contract Administrators Field SP Office Supply and Maintain Office LS 1,998.00 1,998.00 F2 RMDCS, Mobilization and Traffic Control SP Mobilization and Demobilization LS 2,138.00 2,138.00 Page 9 of 12 ITEMIZED BID CONTRACT NO. CL2007-20 In accordance with the first paragraph of this Tender, the Contractor hereby offers to complete the work specified for Contract No. CL2007-20 for the following unit prices. Spec. No. - The numbers in this column refer to the applicable issue of the Ontario Provincial Standard Specifications SP - Refers to Special Provisions (P) - Plan Quantity Payment Item MOC - Municipality of Clarington Design Guidelines and Standard Drawings R]vfDCS - Regional Municipality of Durham Construction Specifications '~#em No. S~>'ec No.° Uescx?i~tiop : Unit ~ Quaizti~:y Unit Pi~icc- Total F3 RMDCS, SP Contractor Documentation Bonds, Insurance and Maintenance Security LS 15,552.00 15,552,00 Total Part F (carried to Summary) 19,688.00 PART'G': PRICE ADJUSTMENT -ASPHALT CEMENT G1 SP Asphalt Cement Price Adjustment LS 5,000.00 Total Part G (carried to Summary) 5,000.00 SUMMARY - Total Part A -Stevens Road Extension 597,670.20 Total Part B ,Stevens Road Sanitary Sewer 30,127.00 Total Part C -Arena Entrance Deleted Total Part D -Regional Road 57 250,372.00 Total Part E -Electrical Works 118,787.00 Total Part F -General Items 19,688.00 Total Part G -Asphalt Cement Price Adjustment 5,000.00 Total (excluding GST) 1,021,644.20 GST (6% of Total) 61,298.65 .. TOTAL '~'ENI)>N;R AlYIOUNT ~ _ 1;082,942..85 Tenderer's GST Registration No. 8101279420 P:\ 12-29561-021Specs\[CL2007-20-pemBid-Si1,mDocs.xlsjsignDocs Page 10 of 12 AGREEMENT TO BOND (to be completed by Bonding Company) CONTRACT NO. CL2007-20 Bond No.: 64022420-15 WE, the Undersigned, HEREBY AGREE to become bound as Surety for Dave Boyle Excavating Ltd. in a Performance Bond totaling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and a Labour and Material Payment Bond totaling ONE HUNDRED PERCENT (100%) of the Total Tender amount, and conforming to the Instruments of Contract attached hereto, for the full and due performance of the works shown or described herein, if the Tender for Contract No. CL2007-20 is accepted by the Authority. IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application for a Performance Bond and a Labour and Material Payment Bond must be made; to the Undersigned within TEN (10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void. DATED AT Cambridge this 315` day of Au ug st 2007 The Soverei~ General Insurance Company Name of Bonding Company ~.._ Craig Beaton Signature of Authorized Pexson Signing for Bonding Company Attorney-in-Fact Position (BONDING COMPANY SEAL) (This Form shall be completed and attached to the Tender Subnutted). Page 11 of 12 pages SCHEDULE OF TENDER DATA CONTRACT NO. CLZ007-ZO The work specified in the Contract shall be performed in strict accordance with the following Schedule: A. TENDER FORM: General Pages 1 and 2 Itemized Bid Pages 3 to 10 Agreement to Bond Page 11 Schedule of Tender Data Page 12 B. STANDARD TERMS AND CONDITIONS Pages l to 9 C. SCHEDULE `C' -CONTRACTOR'S SAFETY Pages 1 to 8 D. INSTRUCTIONS TO TENDERERS Pages 1 to 5 E. SPECIAL PROVISIONS -GENERAL Pages 1 to 14 F. SPECIAL PROVISIONS -TENDER ITEMS Pages 1 to ~ 34 G. DESIGN GUIDELINES H. STANDARD DRAWINGS I. PLANS: Drawings No, l - 17, S1, El and E2 J. STANDARD SPECIFICATIONS: It shall be the Contrac tor's responsibility to obtain the applicable edition of the Ontario Provincial Standard Specifications and the Municipality of Clarington Specifications. OPSS No. Date OPSS No. Date OPSS No. Date OPSS No. Date 127 Current 405 Nov. 2005 540 A ri12007 604 Nov. 2004 128 A r. 2006 .407 Nov. 2004 552 Nov. 2002 609 A r. 2003 201 Nov. 2003 410 Nov, 2006 570 Aug. 1990 610 Nov. 2006 206 Nov. 2000 421 A r. 1999 571 Nov. 2001 614 Se t. 1984 310 Nov. 2004 501 Nov. 2005 572 Nov. 2003 615 Nov. 2006 314 Nov, 2004 506 Nov. 2005 577 Nov. 2006 6I6 Nov. 2001 351 Nov. 2005 510 Nov, 2006 602 Mar. 1993 617 Nov. 2005 353 Nov. 2006 532 June 1991 603 Mar. 1993 K. GEOTECHNICAL INVESTIGATION L. GENERAL CONDITIONS: OPS General Conditions of Contract (September 1999) The Contractor, by this Tender, offers to complete the work of this Contract in strict accordance with the terms contained herein. ~- The bidder certifies that it has met all of its obligations to comply with the Provincial Retail Sales Tax requirements, so that it is able to do business in Ontario. Yes X No By my/our signature hereunder, Uwe hereby identify this as the Schedule of Tender Data, Plans and Specifications, for Contract No. CL2007-20, executed by me/us bearing date the 5`~' day of September 200'7 and we have fully read all related documents to tender data as listed above. SIGNATURE: _ POSITION President NAME OF FIRM Boyle Excavating Lt (COMPAh~i' SEAL) Privacy Legislation Federal legislation governs the collection and use of personal information from individuals. We represent and warrant to the owner that we have obtained the CONSENT of any and all employees whose personal information we have supplied to the owner in this tender. This personal information, which includes, but is not limited to, the employees' names, education, work and project history, professional designations and qualifications. This CONSENT permits the owner to disclose this personal information to the Engineer (owner or agent) for the purpose of evaluating our bid. In the event that the tender is successful, this personal information may also be used in project administration, for contact purposes. This is Page 12 of 12 Pages to be submitted as the Tender Submission for Contract No. CL2007-20. CORPORATION OF THE 1bIUNICIYALITY .OF CLARINGTON .CONTRACT NO.'CL2007-20 STANDARD TERMS AND .CONDITIONS P:U2-295(1 t-02\Specs~22351-Z ~@C.doc STANDARD TERMS AND CONDITIONS 1 The Municipality of Clarington's "Standard Terms and Conditions"shall apply to his Contract e;~cept where. noted below. Clause 15 of the "Standard Terms alid conditions" shall besuperceded by Clause 1, "Guaranteed Maintenance" of the "Special Provisions ,General" Section of the Contract. • Clause 23 of the "Standard Terms and Conditions" shall be superseded by Clause 6.03.02 0l the OPS General Conditions of Contract (September .1999) which requires a $5,000,000.00 liability coverage. • Clausc 26 of the "Standard Terms and Conditions" shall be superseded by Clause 17, "tiVorlcplace Hazardous Materials Inforniation System (WIIMIS)" of the "Special Provisions -General" Section of the Contact. I STANDARD TERMS AND CONDITIONS 2 1. DEFINITIONS Municipality -The Corporation of the Municipality of C-arington, its successors and assigns. Bidder -The person, firm or corporation submitting a bid to the Municipality. Company -The person, contractor, firm or corporation to whom the Municipality has awarded the contract, it successors and assigns. Contract -The purchase order authorizing the company to perform the work, purchase order alterations, the document and addenda, the bid, and surety. Subcontractor - A person, firm or corporation having a contract with the company for, or any part of, the work. Document -The document(s) issued by the Municipality in response to which bids are invited to perform the work in accordance with the specifications contained in the document. Bid - An offer by a Bidder in response to the document issued by the Municipality. Work -Ail labour, materials, products, articles, fixtures, services, supplies, and acts required to be done, furnished or performed by the company, which are subJect to the Contract. 2. SUBMISSION OF BID Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #2006- 127 and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for evaluating bids, awarding and administering the contract in accordance with the Purchasing By- law. The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier envelopes or other coverings. i The bid must be signed by a designated signing officer of the Bidder. ~ If a joint bid is submitted, it must be signed on behalf of each of the Bidders. The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing ~_ must be initialled by the Bidder's authorized signing officer. The bid must not be restricted by a covering letter, a statement added, or by alterations to the document unless otherwise provided herein. Failure to return the document or invitation may result in the removal of the Bidder from the Municipality's bidder's list. A bid received after the closing date and time will not be considered and will be returned, unopened. Should a dispute arise-from the terms and conditions of any part of the contract, regarding meaning, intent or ambiguity, the decision of the Municipality shall be final STANDARD TERMS AND CONDITIONS 3 ' 3. CONTRACT The contractconsists of the documents aforementioned. The contract and portions thereof. take precedence in the order in which they are named above, notwithstanding the chronological order in which they are issued or executed. The intent of the contract is that the. Company shall supply work which is -fit and suitable for the Municipality's intended use and complete for a particular purpose. None of the conditions contained in the Bidder's standard or general conditions of sale shall be of any effect unless explicitly agreed to by the Municipality and specifically referred to In the purchase order. ' A. CLARIFICATION OF THE DOCUMENT i Any clarification of the document required by the Bidder. prior: to submission of its bid shall be requested through the Municipality's contact identified in the document. Any such clarification so given shall not in any way alter the document and in no case shall. oral arrangements be considered. Every notice, advice or other communication pertaining thereto-wilt be in the form of a written i addendum.. No officer, agent or employee of the Municipality is authorized to alter. orally any portion of the document.. 5. PROOF OF ABILITY The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as well as that of any proposed subcontractor, to perform the. work by the specified delivery date. 6. DELIVERY Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by the Company as soon as .possible and in any event within the; period set out herein as the guaranteed period of delivery or completion after receipt of a purchase order therefor. A detailed delivery ticket or piece tally, showing the exact, quantity of goods, materials, articles or ' equipment,: shall accompany each delivery. thereof. Receiving by a foreperson, storekeeper or other ~ such receiver shall not bind the Municipallty to accept the v/ork covered thereby, or the particulars of the delivery ticket or piece tally thereof. Work shall be subject to further inspection and approvai by the. Municipallty. The Company shall be responsible for arranging the work so that completion shall be as specified in the contract Time shall be of the essence of the contract. ' 7. PRICING ' Prices shall he in Canadian Funds, quoted separately for each item stipulated, F.O,B. destination. Prices shall be firm for the duration of the contract. Prices bid rT~ust include all incidental costs and the Company shall be deemed to be satisfied as to the full requirements of the bid. No claims for extra work will be entertained and any additional work must be authorized in writing prior to commencement. Should the Company require more information or clarification on any point, it must be obtained.prior to the submission of the bid. Payment shall be full compensation for all costs. related to the work, including operating and overhead costs to provide work to the satisfaction of the Municipality. STANDARD TERMS AND CONDITIONS All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax shall be extra and not shown, unless otherwise specified herein. If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall arrange its shipping procedures so that its agent or representative in Canada is the importer of record for customs purposes. Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of Canada or the Province of Ontario become directly applicable to work specified in this document subsequent to its submission by the Bidder and before the delivery of the work covered thereby pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the price of work shall be made to compensate for such changes as of the effective date thereof. 8. TERMS OF PAYMENT Where required by the Construction Lien Act appropriate monies may be held back until 60 days after the completion of the work. Payments made hereunder, including final payment shall not relieve the company from its obligations or liabilities under the contract. Acceptance by the company of the final payment shall constitute a waiver of claims by the company against the Municipality, except those previously made in writing in accordance with the contract and stilt unsettled. The Municipality shall have the right to withhold from any sum otherwise payable to the company such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction of it. Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract requirements being completed and work being deemed satisfactory. 9. PATENTS AND COPYRIGHTS The company shall, at ifs expense, defend all claims, actions or proceedings against the Municipality based on any. allegations that the work or any part of the work constitutes an infringement of any patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages, charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned to the Municipality by reason thereof. The company shall pay all royalties and patent license fees required for the work. If the work or any part thereof is in any action or proceeding held to constitute an infringement, the company shall forthwith either secure for the Municipality the right to continue using the work or shall at the company's expense, replace the infringing work with non-infringing work or modify it so that the work no longer infringes. 10. ALTERNATES Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final. Any bid proposing an alternate will not be considered unless otherwise specified herein. 11. EQUIVALENCY Any opinion determined by the Municipality with respect to equivalency shall be final 12. ASSIGNMENT AND SUBCONTRACTING The company shall not assign or subcontract the contract or any portion thereof without the prior written consent of the Municipality. STANDARD TERMS AND CONDITIONS 5 13. FINANCING INFORMATION REC~UIRED OF THE COMPANY The Municipality is entitled to request of the Company to furnish reasonable evidence that financial arrangements have been rnade to fulfil the Company's obligations under he Contract. 14. LAWS AND REGULATIONS The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-laws pertaining to the work. and. its perfom~ance. The company shall be responsible for ensuring similar compliance by suppliers. and subcontractors. The contract shall be governed by and interpreted in accordance with the laws of the Province of Ontario. ' 15. CORRECTION OF DEFF_CTS If at any time prior to one year after the actual delivery date or completion of the work (or specified warranty/guarantee period if longer than one year) any part of the work becomes defective or is deficient or fails due to defect in design, material or workmanship, 'or otherwise. fails to meet the requirements of the contract,. the company, upon request, shall make 'good every such defect, deficiency or failure without cost to the Municipality. The company hall pay all transportation costs for work both ways between the company's factory or repair depot and the point of use. 16. BID ACCEPTANCE The Municipality reserves the right to award. by item, qr part. thereof, 'groups of items, or parts thereof, or all items of the bids and to award contracts to one or`more bidders submitting identical bids as to price; to acceptor reject any bids in whole or in part; to waive,irregularities and omissions, if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the ~ Municipality for its decision in this regard. Bids shall' be irrevocable for 90 days after the official closing time. The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award to a bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to the extent described in the notice of award. 17. DEFAULT BY COMPANY i a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its insolvency or in respect of any of its property;. or if the .company makes a general i_ assignment for the bereft of its creditors; then, in any such case, the Municipality may, without notice: terminate the contract. h. If the company: fails to comply with any request, instruction or order of the Municipality; or fails to pay its accounts; or .fails to comply with or persistently disregards statutes, regulations, by-laws. or directives of relevant authorities relating to the work; or fails to prosecute the work with skill and diligence; or assigns or sublets the contract or any portion thereof without the Municipality's prior written consent; or refuses to correct defective work; or is otherwise in default in carrying out its part of ,any of the terms, conditions and obligations of the contract, then,. in any such case, the Municipality may, upon expiration of ' ten days from the date of written notice to the company, terminate the contract. c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to any other rights or remedies the Municipality may have .and .without incurring any liability whatsoever in respect thereto. STANDARD TERMS AND CONDITIONS d. If the Municipality terminates the contract, it is entitled to: i) take possession of all work in progress, materials and construction equipment then at the .project site (at no additional charge for the retention or use of the construction equipment), and finish the work by whatever means the Municipality may deem appropriate under the circumstances; ii) withhold any further payments to the company until the completion of the work and the expiry of all obligations under the Correction of Defects section; iii) recover from the company loss, damage and expense incurred by the Municipality by reason of the company's default (which may be deducted from any monies due or becoming due to the company, any balance to be paid by the company to the Municipality). 18. CONTRACT CANCELLATION The Municipality shall have the right, which may be exercised from time to time, to cancel any uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation, the Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to the Company for loss of anticipated profit on the cancelled portion or portions of the work. 19. QUANTITIES Unless otherwise specified herein, quantities are shown as approximate, are not guaranteed to be accurate, are furnished without any liability on behalf of the Municipality and shall be used as a basis for comparison only. Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the Municipality. 20. SAMPLES Upon request, samples must be submitted strictly in accordance with instructions. If samples are requested subsequent to opening of bids, they shall be delivered within three (3) working days following such request, unless additional time is granted. Samples must be submitted free of charge and will be returned at the bidder's expense, upon request, provided they have not been destroyed by tests, or are not required for comparison purposes. The acceptance of samples by the Municipality shall be at its sole discretion and any such acceptance shall in no way be construed to imply relief of the company from its obligations under the contract. Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where applicable. 21. SURETY The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or money order or other form of surety, in an amount determined by the Municipality. This surety may be held by the Municipality until 60 days after the day on which all work covered by the contract has been completed and accepted. The surety may be returned before the 60 days have elapsed providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out the work have expired or have been satisfied and that a Certificate of Clearance from the WSi6 - Workplace Safety Insurance Board has been received. The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy fidelity bonding requirements by providing such bonding in an amount and form determined by the Municipality, Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall make the award of the Contract by the Municipality subject to withdrawal. STANDARD TERfv1S AND CONDITIONS 22. WORKPLACE SAFETY AND INSURANCE BOARD All of the Contractor's personnel must be covered by the insurance. plan under the Workplace Safety and Insurance Act, t 997, or must provide an identification number from the WSIB verifying their status as an "Independent Operator. Upon request by the Municipality, an original ..Letter of Good Standing from he Workplace Safety and Insurance Board shall be provided priorto the commencement of work indicating all payments by the Company to the board have been made. Prior to final payment, a Certificate of Clearance must be issued indicating all payments by the Company. to the Board in conjunction with the subject Contract have been made and that the Municipality will not be liable to the Board for future payments in connection with the Company's fulfilment of the contract. Further Certiticates of Clearance or other types of certificates shall be provided upon request. • For Independent contractors /Owners /Operators who do not have WSB coverage, the following shall be provided upon request by the Calling Agency: Single Independent Contractors /Owners /Operators shall provide a letter from the Workplace Safety & Insurance Board confirming independent operator status and identification number. To obtain this, contractors must complete the form "Determining worker/Independent Operator status", issued by the Workplace Safety & Insurance Board. (For i~rore information, please contact your local Workplace Safety & Insurance Board Office and refer to this clause.) i Single Independent Contractors /Owners /Operators must also provide a certificate from the i Workplace Safety & Insurance Board confirming they have purchased the optional WSIB coverage. The Municipality of Clarington has the right to reject any bid it deems to provide insufficient coverage. i 23. INSURANCE The company shall maintain and pay for Comprehensive General Liability insurance including premises and all operations. This insurance coverage shall be subject to imits of not less than $3,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such other coverage or amount as may be requested. ~~ The policy shall. include the Municipality as an additional insureds in .respect of all operations performed by or on behalf of the Company. A certified copy, of such. policy or certificate shall be provided to the municipality prior to commencement of the work, Further. certified. copies shall be i_ provided upon request, 24. LIABILITY The company agrees to defend, fully indemnify and save harmless the Municipality from all actions, suits, claims,. demands, losses, costs, charges and expenses whatsoever for all damage or injury including death to any person and all damage to any property which may arise directly or indirectly by reason of a requirement of the contract, save and except for damage caused by the negligence of the Municipality or.its employees. The Company agrees to defend, fully indemnify and saveharmiess the Municipality from any and all charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality or any of its employees shall be made a party to any charge under the Occupational Health and Safety Act in relation to any violation of the Act arising out of this contract. 25. VISITING THE SITE The Company shall carefully examine the site and existing .building and services affecting the proper execution of the work, and obtain a clear. and comprehensive knowledge of the existing conditions. No claim for extra. payment will be allowed for work or difficulties encountered due to conditions of the site which were visible or reasonably inferable, 'prior to the date of submission of Tenders. Bidders shall accept sole responsibility for any error or neglect on their part in this respect. STANDARD TERMS AND CONDITIONS 26. SAFETY The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to the Employees of the Company. Without limiting the generality of the foregoing, the Company shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Company's obligations under this Contract. The Company shall be aware of and conform to all governing regulations including those established by the Municipality relating to employee health and safety. The Company shall keep employees and subcontractors informed of such regulations. The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied Hazardous Materials. 27. UNPAID ACCOUNTS The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating to the work. The Municipality shall have the right at any time to require satisfactory evidence that the work in respect of which any payment has been made or is to be made by the Municipality is free and clear of liens, attachments, claims, demands, charges or other encumbrances. 28. SUSPENSION OF WORK The Municipality may, without invalidating the contract, suspend performance by the company from time to time of any part or ail of the work for such reasonable period of time as the Municipality may determine. The resumption and completion of work after the suspension shall be governed by the schedule established by the Municipality. 29. CHANGES IN THE WORK The Municipality may, without invalidating the contract, direct the Company to make changes to the work. When a change causes an increase or decrease in the work, the contract price shall be increased or decreased by the application of unit prices to the quantum of such increase or decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the Municipality and the Company. All such changes shall be in writing and approved by the Municipality. 30. CONFLICT OF INTEREST No employee or member of Council of the Municipality shall sell goods or services to the Municipality in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a Company or own a Company which sells goods or services to the Municipality. 31. MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPA~ All correspondence, documentation, and Information provided to staff of the Municipality of Clarington by every offerer, including the submission of proposals, shall become the property of the Municipality, and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to release pursuant to the Act Offerers are reminded to identify in their proposal material any specific scientific, technical, commercial, proprietary; or similar confidential information, the disclosure of which could cause them injury, Complete proposals are not to be ident(fied as confidential. 32. CRIMINAL BACKGROUND CHECKS "The successful service provider covenants and agrees to provide the Municipality of Clarington, or such other entity as the Municipality may designate, with written consent to perform a criminal STANDARD TERMS AND CONDITIONS g background check including Criminal Code (Canada) convictions, pardoned sexual offences, records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and Food and Drugs Act and all outstanding warrants and charges for every individual who may come into direct contract with youth or who are permitted entrance to private or restricted areas or residences. This will be done at no cost to the Municipality and any such requested document will be submitted to the Municipality in its true form in advance of commencement of work. The Municipal issued identification card must he worn when individuals are at a site where there is direct contact with youth or where access to any private or restricted area is anticipated. The Municipal: identification card is valid for the terra of the contract only or a one year term, whichever ' comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion to prohibit an individual from coming into direct contact with youth or entering a private or restricted area on a regular basis and to terminate the contract if the bidder/partner fails to obtain or renew the Municipal identification cards according to Municipal policy andproeedure, The Municipality of Clarington reserves the right to cancel and/or suspend the contract immediately and unilaterally and without penalty to the Municipality should the service provider fail to provide the required documentation or otherwise adhere to this procedure. "The Chief Administrative Officer has the final say in determining any final arfion:' {__ P:A17-2961-02\Specs\C1,-Schedule (C).doc 1 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE POLICY: Contractors and Sub-contractors are responsible taensure that their. personnel are updated on all safety concerns of the workplace and are aware of the safety requirements as required by the Contractor under the Occupational Health and Safety Act.. Safety performance will be a consideration in the awarding of contract. Under the Occupational Health and Safety Act (Section 23 (1 ),; (2)), it is the constructor's responsibility to ensure that: • the measures and procedures prescribed by he Occupational Health and Safety Act and the Regulations are carried out oil the ro'ect; • every employer and every worker performing work on the.: rp oleo complies with the Occupational Health and Safety Act and the Regulations (under the Act); and • the health and safety of workers on the ro~ect is protected. • Where so prescribed, a constructor shall, before commencing any work on a project, give to a Director notice in writing of the project containing such information as may be prescribed. DEFINITIONS:. Contractor -any individual or firm engaged by the Municipality. to do work on behalf of the Municipality. Project - .means a construction project, whether public or private, including, • the construction of a building, bridge, structure, industrial establishment, mining plant, shaft tunnel, .caisson, trench, excavation, ,highway, railway, street, runway, parking lot, cofferdam, conduit, sewer, watermain, service. connection, telegraph, telephone or electrical cable, pipe line, duct or well; or any combination thereof, • the moving of a building or structure, and • any work or undertai<ing, or any lands or appurtenances used in connection with construction. - Construction -includes erection, alteration, repair, dismantling, demolition, structural maintenance, painting, land clearing, earth-.moving, grading, excavating, trenching, digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant, and any work or undertaking in connection with a project. 2 SCHEDULE (C CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... Consfrucfor - means a person who undertakes a project for an owner and includes an owner who undertakes all or part of a project by himself or by more than one employer. Project Manager -means the municipal management representative who has responsibility for a contract. PROCEDURE. The following items are required before any Contractors are hired by the Municipality.. a) Before beginning a project, the project manager or delegate must determine whether any designated substances/hazardous materials are (or will be) present at the site and prepare a list of all these substances. b) The project manager or delegate must include, as part of the request for tender/quotations, a copy of the above-mentioned list. The list of designated substances/hazardous materials must be provided to all prospective constructors and/or contractors. c) ~ The request for tender/quotations will require prospective contractors to include a list of the designated substances/hazardous materials that will be brought onto the work site and material safety data sheets. d) Before awarding a contract, contractor(s) will be required to gomplete and sign the Health and Safety Practice Form (Schedule "A"). The Purchasing Office will maintain all contractors safety performance records. e) As part of the tender/quotation conditions., before award of a contract, the contractor will be required to provide proof that all workers involved with the project have the proper WHMIS training, as required by the Occupational Health and Safety Act. f) As part of the tender/quotation conditions, before award of a contract, the contractor must provide details of their Health and Safety program. g) The project manager or delegate must provide the successful contractor with a workplace orientation, which will include, but not limited to identifying known potential hazards, hazardous material inventory and material safety data sheets for the sites. A workplace orientation/Job Safety Instruction Checkiist to be completed (see Compliance page 9). h) Before the start of the assignment, the following documentation will be provided to the successful contractor, by the project manager or delegate. i) Copies of the Municipal Corporate Health and Safety Program ii) Departmental health and safety policies iii) Workplace procedures regarding health and safety practices. 3 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... i) The contractor has the responsibility to provide any and all. prescribed personal protective equipment for their own workers, to include as a minimum but not limited to hard hats and safety boots. If a worker(s) fails to comply with any program, policy, rule or request regarding health and safety, thatperson(s) is not allowed on the site until the person(s) complies. j) The Municipality will retain the right to document contractors for all health and safety warnings and/or to stop any contractors' work if any. of the previously mentioned. items are not in compliance. Similarly, the;Municipalty will have the right to issue warnings and/or to stop work if here are any. violations. by the contractor of the Occupational Health and Safety Act, Municipal,Heahh and Safety programs, policies, rules, and/or if the contractor creates an unacceptable health and safety hazard. Written warnings and/or stop work orders can be given to contractors using Contractor Health and Safety Warning/Stop Work Order Form (Schedule"B"). I k) Where applicable, the Municipality will retain the right to allow municipal employees to refuse to work in accordance with the established policy and the i Occupational Health and Safety Act, in any unsafe. conditions. ~ I) The Purchasing Department will maintain current certificates. of clearance until all mohies owing have been paid to the contractor. m) Responsibility for ensuring contractor compliance. to this policy falls upon the project manager or designate. This wi,il include identification, evaluation and ' control practices and. procedures for hazards and follow-up and issuing of Contractor Health and Safety Warning/Stop,Work Orders.. i f ,I i I I I 4 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... HEALTH AND SAFETY PRACTICE FORM To Contractor(s): The Municipality of Clarington is committed to a healthy and safe working environment for all workers. To ensure the Municipal workplace is a healthy and safe working environment, contractors, constructors and subcontractors must have knowledge of and operate in compliance with the Occupational Health and Safety Act and any other legislation pertaining to employee health and safety. In order to evaluate your company's health and safety experience, please provide the accident/incident and/or Workplace Safety and Insurance Board (WSIB) information noted below, where applicable. • The New Experimental Experience Rating (NEER) ', -The WSIB experience rating system for non-construction rate groups • The Council Amended Draft #7 (CAD-7) Rating - The WSIB experience rating system for construction rate groups • Injury frequency performance for the last two years -This may be available from the contractor's trade association I • Has the contractor received any Ministry of Labour warnings or orders in the last two years? (If the answer is yes, please include the infraction). • Confirmation of Independent Operator Status -The WSIB inde endent o erator number assi ned: p p g (Bidders to include the letter confirming this status and number from WSIB with their bid submission.) 5 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND. PROCEDURE Continued... CONTRACTOR'S STATEMENT OF RESPONSIBILITY As a contractor working for the Municipality of Cl~ringtorr l/we will comply with all procedures and requirements of the Occupational Health and Safety Act, Municipal safety policies, department and site specific policies and procedures and other applicable legislation or regulations: l/we will work safely with skill and care so as to prevent an accidental injury to ourselves, fellow employees and members of the public. 1, The contractor/successful tenderer certifies that it, its employees, its subcontractors and their employees, a) are aware of their respective duties and obligations under the Occupational Health and Safety Act, as amended from time to time, and aII Regulations thereunder (the "Acf"); and b) have sufficient knowledge and training to perform all matters required pursuant to this contract/tender safely and in compliance with the Act. 2. In the performance of all matters required pursuant to this contract/tender, the contractor/successful tenderer shall, a) act safely and comply in all respects to the Act, and. b) ensure that its employees, it subcontractors and their employees act safely and complying all respects with the Acf. 3, The contractor/successful tenderer shall rectify any unsafe act or practice and any non-compliance with the Act at its expense immediately upon being notified by any person of the existence of such act, practice or non-compliance. 4. The contractor/successful tenderer shall permit representatives of the Municipality and the Health and Safety Committee on site at any time or times for the purpose of inspection to determine compliance with this contractorltender. 5. No act or omission by any representative of the Municipality shall be deemed to be an assumption of any of the duties or obligations of the contractor/successful tenderer or any of its subcontractors under the Acf. 6. The contractor/successful tenderer shall indemnify and save harmless the Municipality,. a) from any loss, inconvenience, damage or cost to the Municipality which may result from the contractor/successful tenderer or any of its employees, its subcontractors or their employees failing to act safely or to comply in all respects with the Actin the performance of any matters required pursuant to this coritract/tender; 6 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... b) against any action or claim, and costs related thereto, brought against the Municipality by any person arising out of any unsafe act or practice or any non-compliance with the Act by the contractor/successful tenderer or any of its employees, its subcontractors or their employees in the performance of any matter required pursuant to this contract/tender; and c) from any and all charges, fines, penalties, and costs that may be incurred or paid by the Municipality (or any of its council members or employees) shall be made a party to any charge under the Act in relation to any violation of the Act arising out of this contractltender. ,,... Contractor Name of Person Signing for Contractor ~j Date Signature of Contractor 7 SCHEDULE (C) CONTRACTOR SAFETY POLICY AND PROCEDURE Continued - CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER The purpose of Phis form is to: (Issuer to check one of the following) _ Provide warning to the contractor to immediately discontinue the unsafe work practice described below _ Direct the contractor to immediately cease all work being perFormed under this contract due to the. unsafe work practice described below. FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF CONTRACT. PART "A" -DETAILS OF CONTRACT CONTRACT/P.O. # DESCRIPTION: ~ NAME OF FIRM: PART "B" -DETAILS OF INFRACTION (TO BE COMPLETED.BY ISSUER) 8 SCHEDULE (C) CONTRACTOR SAFETY DATE & TIME OF INFRACTION: DESCRIPTION OF INFRACTION INCLUDING LOCATION: ORDER GIVEN BY MUNICIPALITY: DID THE CONTRACTOR COMPLY WITH THIS ORDER? DATE & TIME OF COMPLIANCE: ~ ISSUED TO: CONTRACTOR'S EMPLOYEE TITLE ISSUED BY; MUNICIPAL EMPLOYEE, DEPARTMENT TITLE PART "C" -ADDITIONAL COMMENTS THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME WORK RESUMED, FURTHER ACTION TAKEN, ETC, CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-20 INSTRUCTI®NS T® TENDERERS P:112-29561-02\Specs122352-IT.doc INDEX INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-20 i i CLAUSE SUBJECT PAGE I 1. GENERAL ................................................................................................................................................:..........1 j 2. BLANK FORM OF TENDER ............................................................................................................................ 1 3. TENDER DEPOSITS .......................................................................................................................................... 1 i i 4. BONDS ................................................................................................................................................................ 2 5. RIGHT TO ACCEPT OR REJECT TENDERS .................................................................................................. 2 6. UNACCEPTABLE TENDERS ........................................................................................................................... 2 7. ABILITY AND EXPERIENCE OF TENDERER ............................................................................................... 2 8. PROVINCIAL SALES TAX ............................................................................................................................... 2 9. GOODS AND SERVICES TAX GST ............... 3 i 10. EXECUTE CONTRACT DOCUMENTS ........................................................................................................... 3 ~ 11. COMMENCEMENT OF WORK ........................................................................................................................ 3 12. LOCATION .............................................................................................................................................. 13, TENDERERS TO INVESTIGATE ..................................................:.................................................................. 3 14. INQUIl2IES DURING TENDERING ................................................................................................................. 4 15. AWARD OF THE CONTRACT .................................................... .....,,,.......... ....... 4 16. DEFINITION OF OWNER/AUTHORITY AND ENGINEERICONTRACT ADMINISTRATOR .................. 4 (- 17. ADDENDA .......................................................................................................................................................... 4 18. UTILITIES ........................................................................................................................................................... 4 19. TENDER OPENING MEETING ........................................................................................................................ 5 20, PROVISIONAL ITEMS ...................................................................................................................................... 5 21. CONSTRUCTION TIlvIING ............................................................................................................................... 5 PAGE ONE INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-20 1. GENERAL SEALED Tenders plainly marked "Contract No. CL2007-20" will be received until: 2:00:00 P.IVL, LOCAL TIME, WEDNESDAY, SEPTEMBER 5, 2007 and shall be addressed to: Mrs. Patti Barrie, Clerk Corporation of the Municipality of Clarington 40 Temperance Street BOWMANVILLE, Ontario. L1C 3A6 2. BLANK FORM OF TENDER One copy of the Tender, on the forms provided, shall be submitted. All information requested shall be shown in the tender, in the space provided. 3. TENDER DEPOSITS All tenders shall be accompanied by a certified cheque or a bid bond in the minimum amount defined below, made payable to the Authority, as a guarantee for the execution of the Contract. Total Tender Amount Minimum Deposit Required $ 20,000.00 or less $1,000,00 20,000.01 to 50,000.00 2,000.00 so,000.01 to 100,000.00 5,000.00 100,000.01 to 2s0,000.00 10,000.00 2so,ooo.01 to soo,ooo.o0 2s,ooo.oo 500,000.01 to 1,000,000.00 s0,000.00 1,000,000.01 to 2,000,000.00 100,000.00 2,000,000.01 and over 200,000.00 All deposits will be returned within ten days after the Tenders have been opened except those which the Authority elects to retain until the successful tenderer has executed the Contract Documents. The retained tender deposits will be returned when the successful Tenderer has fully complied with the conditions outlined in the Contract Documents. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-20 4. BONDS The Contractor is required to provide a Performance Bond, and a Labour and Material Payment Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his faithful performance of this Contract and his fulfillment of all obligations in respect of maintenance and payment for labour and materials used on this work. Each Bond shall be with a satisfactory Guarantee Surety Company, resident in Canada or authorized to carry on business in Canada. An Agreement to Bond must be submitted with the tender bid. Bonding company standard "Agreement to Bond" forms are acceptable. 5. RIGHT TO ACCEPT OR REJECT TENDERS The Authority reserves the right to reject any or all tenders or to accept any tender should it be deemed to be in its best interest to do so, 2. Tenders which are incomplete, conditional or obscure, or which contain additions not called for, erasures, alterations, or irregularities of any kind, may be rejected as informal. Tenders will not be accepted unless submitted in the envelopes provided. 6. UNACCEPTABLE TENDERS Each item in the Tender Form shall include a reasonable price for such item. Under no circumstances will an unbalanced tender be considered. The Authority and the Contract Administrator will be the sole judge of such matters, and should any tender be considered to be unbalanced, then it will be rejected by the Authority. 7. ABILITY AND EXPERIENCE OF TENDERER The Authority reserves the right to reject any tender where satisfactory evidence of sufficient capital, plant and experience to successfully prosecute and complete the work in the specified time, is not furnished by the Tenderer. 8. PROVINCIAL SALES TAX Provincial Retail Sales Tax shall be included in tendered prices for material supplied under this Contract. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-20 3, 9. GOODS AND SERVICES TAX (GST) The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Services Tax. The GST will be shown on each payment certificate and will be paid to the Contractor in addition to the amount certified for payment and will therefare not affect the Contract unit prices. 10. EXECUTE CONTRACT DOCUMENTS Tenders shall be open for acceptance for a period of 90 days after the closing date. After this time the tender may only be accepted with the consent of the successful Tenderer. The successful Tenderer shall execute. the Contract Documents and furnish the required bonds within 10 calendar days of receipt of notification of Acceptance of Tender. Failure by the successful Tenderer to meet the above requirements will entitle the Authority to cancel the award of the Contract and to retain the tender deposit as compensation for damages sustained due to the successful Tenderer's default. The Authority may then award the Contract to one of the other Tenderers or take such other action as it chooses. ll. COMMENCEMENT OF WORK The successful Tenderer shall commence work at the site within 7 calendar days of the official commencement date as specified in the written order issued in accordance with GC7.01.02 of the General Conditions. 12. LOCATION Section A -Stevens Road Extension, Clarington Boulevard to Regional Road 57 Section B ~ Stevens Road Sanitary Sewer Section C -Arena Entrance, Garnet B. Rickard Arena to Stevens Road Section D -Regional Road 57, King Street/Hwy, #2 to 165 m North of Stevens Road Section E -Electrical Work, Stevens Road and Arena Entrance All works are located in Bowmanville. 13. TENDERERS TO INVESTIGATE Tenderers must satisfy themselves by personal examination of the site and by such other means as they may prefer as to the actual conditions and requirements of the work. The Tenderer shall carefully examine all plans and profiles so that the unit prices tendered are commensurate with the nature of the work. INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-20 4. It shall be the Contractor's responsibility to thoroughly inspect the site of the proposed works, determine the location of any buried or obstructing services and make satisfactory arrangements for interference with such service with the proper jurisdictional agency. 14. INQUIRIES DURING TENDERING The Tenderer is advised that inquiries regarding the interpretation of the plans or specifications, shall be directed to the Contract Administrator, TSH, Telephone; 905-372-2121, attention: Troy MacArthur, C.E.T. or Ron Albright, P.Eng. 15. AWARD OF THE CONTRACT The award of this Contract is subject to the approval of the Municipality of Clarington. 16. DEFINITION OF OWNER/AUTHORITY AND ENGINEER/CONTRACT ADMINISTRATOR Wherever the word "Owner" or "Authority" or "Corporation" appears in this Contract, it shall be interpreted as meaning the "Corporation of the Municipality of Clarington". Wherever the word "Ministry", "M.T.C." or "M.T.O" appears it shall be deemed to mean the "Ministry of Transportation, Ontario" or the "Corporation of the Municipality of Clarington". Wherever the word "Contract Administrator" or "Engineer" appears in this Contract it shall be deemed to mean the Consultants, Totten Sims Hubicki Associates, or such other officers, as may be authorized by the Authority to act in any particular capacity. 17. ADDENDA The Contractor shall ensure that all addenda issued during the tendering period are attached as part of the submitted bid. Failure to do so will result in disqualification of the bid. 18. UTILITIES For additional information regarding existing utilities the Contractor may contact the following personnel: Veridian Hydro: Mr. Peter Petriw, P.Eng. Tel: (888)-445-2881 INSTRUCTIONS TO TENDERERS CONTRACT NO. CL2007-20 19. 20. 21 Bell Canada: Enbridge/Consumers Gas: Cable TV Hydro One Ms. Kimberly MacLellan Tel: (905) 433-3061 Mr. Chris Sorichetti Tel: 416-758-7936 Ms. Cindy Ward Tel: 905-436-4138 Mr. Jim Hisson Tel: (905) 623-1071 TENDER OPENING MEETING 5. The tender opening meeting is scheduled to take place at 2:15:00 P.M. after the closing time and date in Meeting Room No. 1, Main Floor, 40 Temperance Street, Bowmanville, Ontario and interested bidders are invited to attend. PROVISIONAL ITEMS After the Tender Closing the Items in the Itemized Bid noted as being "Provisional" may have quantities modified or maybe deleted from the Contract at the sole discretion of the Owner without negotiating with the bidders regardless of the percentage of the Tender the individual or combined "Provisional Items" represent. No consideration for loss of overhead costs will be considered should these Items be deleted from the Contract. CONSTRUCTION TIMING Widening works on Regional Road 57 shall be completed as the first phase of construction operations with surface asphalt to be placed no later than November 15, 2007. CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-20 SPECIAL PROVISIONS -GENERAL P;112-2956 L02\Specs~22353-SPC, .doc INDEX SPECIAL PROVISIONS-GENERAL CONTRACT NO. CL2007-20 CLAUSE SUBJECT PAGE 1. GUARANTEED MAINTENANCE ................................................................ ...............1 2, CONTRACT TIME AND LIQUIDATED DAIvIAGES ......................... ...........................................1 3, CONTRACTOR'S AUTHORIZED REPRESENTATNE ................................ „.2 4. OPS GENERAL CONDITIONS ..................... . ..................................................................................2 5. LAYOUT BY CONTRACTOR ................................ ............2 6. RESTRICTIONS ON OPEN BURNING ..................... ,,,,, , 2 ...................................................... 7. PAYMENTS ........................................................................................... .........................2 8. UTILITIES ........................................................ ........................3 ......................................................... 9, DUST CONTROL ................... ........................................................................................................... 3 10. TRAFFIC CONTROL, FLAGGING ............................................. . ................................................... 4 11, CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS ............................................................4 12. MAINTENANCE OF TRAFFIC ........... . ........... . .......... ............ 5 13. EMERGENCY AND MAINTENANCE MEASURES ......................... ..................,.............,..... 6 14, ENGINEERING FIELD OFFICE ............... ....................................................................................... 6 15. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL ......................................................7 16, OCCUPATIONAL HEALTH AND SAFETY ACT 1991 -DESIGNATED SUBSTANCES ,......., 7 17. WORKPLACE HAZARDOUS MATERIAL INFORMATION SYSTEM (WHMIS) ..................... 9 18, SPILLS REPORTING .................................... ............................................9 19. PROTECTION OF WATER QUALITY ........................................................... ............................... 9 20, TRAFFIC AND STREET SIGNS ............................... .....10 ................................................................ 21, GARBAGE COLLECTION ................................ .............,10 22. ASPHALT MIX DESIGNS ........................................... ..10 23. TEST SAMPLES .................. .,......10 24. ENTRY ONTO PRNATE PROPERTY ........................... .......... ... 11 25. STORAGE AREAS ...................................... .........11 26. GENERAL LIABILITY INSURANCE .......................................................... ...........11 ...................... 27. CONSTRUCTION LIEN ACT ................. .......................................................................................11 28 • PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION' S PERFORMANCE GRADED ASPHALT CEMENT PRICE IIVDEX .............................................12 29. VARIATION IN TENDER QUANTITIES ..........................................................................:......... 13 30. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR ................................................................. .,..................................14 PAGE ONE SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 1. GUARANTEED MAINTENANCE Section GC7.15.02 of the Genera] Conditions is revised in that the Contractor shall guarantee and maintain the entire work called for under this Contract for a period of twenty-four (24) months. The Contractor shall make good in a permanent manner, satisfactory to the Authority, any and all ' defects or deficiencies in the work, both during the construction and during the period of maintenance as aforesaid. The Contractor shall commence repairs on any work identified as i defective under this clause within 48 hours of receipt of notice from the Authority or the Contract Administrator. The decision of the Authority and the Contract Administrator shall be final as to the necessity for repairs or for any work to be done under this Section. 2. CONTRACT TIME AND LIQUIDATED DAMAGES {1) Time Time shall be the essence of this Contract. For purposes of this Contract, GC1.04 of the General Conditions is revised, in that Contract Time means the time stipulated herein fox Completion of the Work as defined in Clause GC 1.06. (2) Progress of the Work and Contract Time The Contractor shall accomplish completion of this Contract as defined in GC1.06 of the II- General Conditions on or before December 14, 2007. If the contract time above specified is not sufficient to permit completion of the work by the Contractor working a normal number of hours each day or week on a single daylight shift basis, it is expected that additional and/or augmented daylight shifts will be required throughout the life of the contract to the extent deemed necessary by the Contractor to insure that.the work will be completed within the contract time specified. Any additional costs occasioned by compliance with these provisions will be considered to be included in the prices bid for the various items of work and no additional compensation will be allowed therefor. (3) Liquidated Damages It is agreed by the parties to the contract that in case all the work called for under the contract is not completed by the date specified, or as extended in accordance with Section GC3.07 of the General Conditions, a loss or damage will be sustained by the Authority. Since it is and will be impracticable and extremely difficult to ascertain and determine the actual loss or damage which the Authority will suffer in the event of and by reason of such delay, the parties hereto agree that the Contractor will pay to the Authority the sum of ONE THOUSAND SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 2. DOLLARS ($1,000.00) as liquidated damages for each and every calendar day's delay in achieving completion of the work beyond the date prescribed. Tt is agreed that this amount is an estimate of the actual toss or damage to the Authority which will accrue during the period in excess of the prescribed date for completion. The Authority may deduct any amount under this paragraph from any moneys that maybe due or payable to the Contractor on any account whatsoever. The liquidated damages payable under this paragraph are in addition to and without prejudice to any other remedy, action or other alternative that maybe available to the Authority. 3. CONTRACTOR'S AUTIIORIZED REPRESENTATIVE Authorized representative as referenced in GC7.01.09 is defined as an employee of the Contractor 4. OPS GENERAL CONDITIONS Wherever in this Contract reference is made to the General Conditions, it shall be interpreted as meaning the OPS General Conditions of Contract, September 1999. 5. LAYOUT BY CONTRACTOR Prior to the commencement of any construction layout, the Contractor shall verify the accuracy of all temporary and permanent benchmarks and primary alignment control shown on the Contract Drawings. The Contractor shall also perform random checks on all survey control points and existing centreline road profiles. The Contractor shall provide a Summary Report of all aforementioned checks made to the Contract Administrator prior to the commencement of construction layout. Any discrepancies between the Contract Drawings and field checks shall be F- reported immediately to the Contract Administrator. Costs associated with field verification work undertaken by the Contractor shall be included in the Contractor's tender bid 6. RESTRICTIONS ON OPEN BURNING Open fires will not be permitted within the limits of this Contract. Brush and debris may as an alternative to burning, be disposed of outside the Contract Limits and in compliance with the requirements specified elsewhere for Management and Disposal of Excess Material. 7. PAYMENTS Except as herein provided, payments under this Contract will be made in accordance with Section GC8.02.03 of the General Conditions. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 3. Notwithstanding the provisions of the General Conditions respecting certification and payment, the Authority may withhold 2-1/2 percent of the total value of work performed beyond the expiration of 46 days from the date of publication of the Certificate of Substantial Performance, to enable the Contract Administrator to produce the final detailed statement of the value of all work done and material furnished under the Contract. As a condition of holdback reduction from 10% to 2-1/2%, the Contractor shall supply a Statutory Declaration as defined in GC8.02.03.07 03)(b) and advertise the Certificate of Substantial Performance per GC8.02.03.04(03). The Completion Payment Certificate to include statutory holdback release, will be issued within ~_ 120 days after the date for completion as specified under GC1.06. The date for interest due to late payment shall commence following 180 days after the date of completion of the work. As a condition of the final holdback payment, the Contractor shall provide the required Property ~~ Owner's Releases as specified elsewhere, as appropriate. The Contractor shall include in his price for the publication of the Certificate of Substantial Performance, Publication is mandatory whether Contractor requests Substantial Performance or not. The Contractor is advised that the Authority may withhold payment on Interim and Holdback Release Certificates up to 30 calendar days from the date of receipt of the executed Payment Certificates. 8. UTILITIES ~ Sections GC2.01 and GC7.12 02) of the General Conditions are deleted in their entirety and are replaced by the following: L The Contractor shall be responsible for the protection of all utilities at the job site during the time of construction. The Authority will be responsible for the relocation of utilities where required. However, no claims will be considered which are based on delays or inconvenience resulting from the relocation not being completed before the start of this Contract. The location and depth of underground utilities shown on the Contract drawings, are based on the investigations made by the Authority. It is, however, the Contractor's responsibility to contact the appropriate agencies for further information in regard to the exact location of all utilities, to exercise the necessary care in construction operations and to take such other precautions as are necessary to safeguard the utilities from damage. 9. DU5T CONTROL As a part of the work required under Section GC7.06 of the General Conditions, the Contractor shall take such steps as may be required to prevent dust nuisance resulting from his operations SPECIAL PROVISIONS -GENERAL, CONTRACT NO. CL2007-20 either within the right-of--way or elsewhere or by public traffic where it is the Contractor's responsibility to maintain a roadway through the work. Where the work requires the sawing of asphalt or the sawing or grinding of concrete, blades and grinders of the wet type shall be used together with sufficient water to prevent the incidence of dust, wherever dust would affect traffic or wherever dust would be a nuisance to residents of the area where the work is being carried out. The cost of all such preventative measures shall be borne by the Contractor except however where water or calcium chloride is used to reduce the dust caused by traffic on a roadway which it is the Contractor's responsibility to maintain for public traffic, the cost of such quantities of water and calcium chloride as are authorized by the Contract Administrator to restrict dust to acceptable levels, shall be paid for by the Authoxity at the contract prices for Application of Water or Application of Calcium Chloride. 10. TRAFFIC CONTROL, FLAGGING 4. Flagging for traffic control on this Contract shall be in conformance with the procedure outlined in OTM Book 7 (Ontario Traffic Manual). Each flagman shall, while controlling traffic, wear the following: (i) an approved fluorescent blaze orange or fluorescent red safety vest, and (ii) an approved fluorescent blaze orange or fluorescent red armband on each arm, and (iii) an approved fluorescent blaze orange or fluorescent red hat. 11. CONTRACTOR'S SUPPLY OF CONSTRUCTION SIGNS In accordance with Section GC7.06 of the General Conditions, the Contractor is responsible for the supply, erection, maintenance and subsequent removal of all temporary traffic controls, including signs, lights, barricades, delineators, cones, etc., required on the work. Traffic controls shall be provided in general accordance with the latest edition of the "OTM Book 7", As a minimum requirement and without restricting the Contract Administrator or the Authority in requiring further controls, the following signs shall be supplied: Sign Number Sign Message Number Required* TC-1 CONSTRUCTION AHEAD 6 TC-41A CONSTRUCTION ZONE BEGINS 6 TC-41B CONSTRUCTION ZONE ENDS 6 * or as required to address active sites. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 Traffic controls shall be operational before work affecting traffic begins. 12. MAINTENANCE OF TRAFFIC Clarington Boulevard/Stevens Road Lntersection 5. Clarington Boulevard must be kept open to one (1) lane two-way traffic at all times during installation of storm and sanitary sewers and associated restoration. Normal two-way Traffic shall ~__ be maintained during school bus drop-off and pick-up periods. Regional Road 57 (Martin Road) The Contractor shall prepare a traffic control plan based on the foregoing conditions and must be approved by the Contract Administrator and the Region of Durham. Such plan maybe altered as construction operations dictate. Any deviation from the approved plan shall be approved by the Contract Administrator and the Region of Durham. The traffic control plan shall allow where possible for the introduction of normal traffic flow conditions at the end of each working day. Conditions of vehicular access on side streets will be reviewed with the Contractor during operations but it is the intent of the Contract that access be available only to local vehicular and pedestrian traffic during construction. ~ It is the intention of the Contract that every reasonable effort shall be made to provide vehicular i access to homes and other properties within the limits of each phase at the end of each working day. I- It is understood that implementation of traffic controls will require ongoing review and adjustment to suit construction operations. No deviation from the above procedure will be allowed except with the approval of the Contract Administrator and the Region of Durham. Notwithstanding the preceding, the Contractor shall at all times maintain the roadway surface within the Contract limits in a condition satisfactory to the Contract Administrator and Region of Durham such that any emergency vehicles may have immediate access to any building located within the limits of this Contract. The Contractor shall be responsible for all signing at the Contract limits and within the Contract limits. The Contractor shall ensure the signing is properly maintained while in use. It shall be the Contractor's responsibility to directly notify Police, Fire, Hospital and Ambulance services of road closures at least 24 hours in advance of such closures and to notify these same authorities when such closures are no longer in effect. Regional Road 57 must be kept open to two-way traffic for the majority of the Contract. Single lane two-way traffic with appropriate flagging will be considered for specific construction operations for limited time frames. SPECIAL PROVISIONS -GENERAL CON`T`RACT NO. CL2007-20 6. It is the responsibility of the Contractor to visit the site to become familiar with existing traffic volumes and patterns. No specific AADT (Average Annual Daily Traffic) is available at this time. However, the Contractor shall take into consideration all traffic into and out of the job site area as will occur during regular working hours. No claims for delays due to traffic will be considered for compensation. 13. EMERGENCY AND MAINTENANCE MEASLIRES Whenever the construction site is unattended by the general superintendent, the name, address and telephone number of a responsible official of the contracting firm, shall be given to the Contract Administrator. This official shall be available at all times and have the necessary authority to mobilize workmen and machinery and to take any action as directed by the Contract Administrator in case emergency or maintenance measures are required regardless whether the emergency or requirement for maintenance was caused by the Conh•actor's negligence, act of God, or any cause whatsoever. Should the Contractor be unable to carry out immediate remedial measures required, the Authority will carry out the necessary repairs, the costs for which shall be charged to the Contractor. 14. ENGINEERING FIELD OFFICE The Contractor, shall, at no additional expense to the Authority, supply an office for the exclusive use of the Contract Administrator. This office shall be located as directed by the Engineer, but in no case shall be more than one kilometre from the Contract limit. The Contract Administrator's office shall have a minimum of 17 m2 of floor area, with a clear ceiling height of not less than 2.3 m, weatherproof, insulated walls and roof and a tight wooden floor raised at least 0.3 m clear of the ground. The office shall be fitted with a minimum of two glazed windows, both of which can be opened and are fitted with screens. The door shall have a reliable lock, all keys for which shall be in the care of the Contract Administrator. The Contractor shall supply electric light, heat when required, and an air conditioner of 8,000 BTU minimum when required, to the Contract Administrator's satisfaction and shall furnish the office with a minimum of one desk with drawers, one drafting table, five chairs, two drafting stools, one filing cabinet, a fax machine, a wastepaper basket and a broom. Where the Conh•actor elects fo supply a combination office for the use of the Contract Administrator and his own staff, the minimum requirements for the Contract Administrator's accommodation as outlined shall be met. In addition, separate outside access for each office shall be provided and the Contract Administrator's office shall be partitioned off from that of the Contractor, on the inside. Any inside connecting door between the two offices shall be fitted with a lock or closer.on the Contract Administrator's side. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 7. Where the field office is situated remote from abuilt-up area and where alternate toilet facilities are not available, the Contractor shall also supply an acceptable chemical or equivalent dry toilet, in a location convenient to the Contract Administrator's office. The field office and other facilities shall be provided at the site within 14 days of the Date of ', Notification to Commence Work or on the date of the Contractor's actual commencement of work, whichever date occurs first, .and shall xemain at the site, if the Contract Administrator so requires, for a period of up to two months after the completed work is accepted by the Authority. ~ 15. MANAGEMENT AND DISPOSAL OF EXCESS MATERIAL The requirements of OPSS 180 shall apply to this Contract, revised as follows: .1 Section 180.03, Definitions, shall be amended by the addition of the following: Work area: means the road allowance, right-of--way, and property with a boundary common to the road allowance or right-of--way within the Contract limits. .2 Subsection 180.07.02, Conditions on Management by Re-Use, shall be amended by the addition of the following: Recycled hot mix asphalt or excess bituminous pavement shall not be used as trench backfill or bedding. The Contractor shall be responsible for obtaining a copy of applicable Foxm Nos. OPSF 180, OPSF 180-1, OPSF 180-3 and OPSF 180-5 for use where appropriate with respect to disposal of excess material. 16. OCCUPATIONAL HEALTH AND SAFETY ACT 1941 -DESIGNATED SUBSTANCES In accordance with the requirements of Section 1$a(1) of the Occupational Health and Safety Act, the Authority has determined that the designated substances as listed hereunder are present on the site and within the limits of this Contract. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL200~-20 Designated Substance Identified on this Site Location Acrylonitrile No Arsenic No Asbestos No Benzene No Coke Oven Emissions No Ethylene Oxide No Isocynates No Lead No Mercury No Silica No Vinyl Chloride No 8. It is the responsibility of the Contractor to ensuxe that all sub-contractors performing work under this Contract have received a copy of this specification, where Designated Substances are identified as being present at the site of the work. The Contractor shall comply with the governing Ministry of Labour Regulations respecting protection of workers, removal, handling and disposition of the Designated Substances encountered on this Contract. Prior to commencement of this work, the Contractor shall provide written notification to the Ministry of the Environment at 7 Overlea Boulevard, Toronto, Ontario, M4H 1A8 of the location(s) proposed for disposal of Designated Substances. A copy of the notification shall be provided to the Contract Administrator a minimum of two weeks in advance of work starting. In the event that the Ministry of the Environment has concerns with any proposed disposal location, further notification shall be provided until the Ministry of the Environment's concerns have been addressed. All costs associated with the removal and disposition of Designated Substances herein identified, shall be deemed to be included in the appropriate tender items. Should a Designated Substance not herein identified be encountered in the work, then management of such substance shall be treated as Extra Work. The requirements of Section GC4.03 of the General Conditions of the Contract shall apply. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 9, 17. WORKPLACE HAZARDOUS MATERIAL INFORMATION 5Y5TEM (WHMIS) Reporting Section GC4.03.06 is deleted and replaced with the following: Prior to the commencement of work the Contractor shall provide, to the Contract Administrator, a list of those products controlled. under WHMIS which he expects to use on this Contract. Related ~ Material Safety Data Sheets shall accompany the submission. A11 containers used in the application of products controlled under WHMIS shall be labeled. The Contractor shall notify the Contract Administrator of changes to the list in writing and provide the relevant Material Safety Data Sheets. 18. SPILLS REPORTING Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or discharges of pollutants or contaminants that are a result of the Contractor's operations that cause or are likely to cause adverse effects shall forthwith be reported to the Contract Administrator. Such spills or discharges and their adverse effects shall be as defined in the Environmental Protection Act R.S.O. 19$0. A11 spills or discharges of liquid, other than accumulated rain water, from luminaires, internally illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all spills or discharges from this equipment that are a result of the Contractor's operations shall, unless otherwise indicated in the Contract, be assumed to contain PCB's and shall forthwith be reported to the Contract Administrator. This reporting will not relieve the Contractor of his legislated responsibilities regarding such spills or discharges. 19. PROTECTION OF WATER QUALITY At all times, the Contractor shall maintain existing stream flows and shall control all construction work so as not to allow sediment or other deleterious materials to enter streams. No waste or surplus organic material including topsoil is to be stored or disposed of within 30 metres of any watercourses. Run-off from excavation piles will not be permitted to drain directly into watercourses but shall be diffused onto vegetative areas a minimum of 30 metres from the watercourse. Where this measure is not sufficient or feasible to conh•ol sediment entering the watercourses, sedimentation traps or geotextile coverage will be required. If dewatering is required, the water shall be pumped into a sedimentation pond or diffused onto vegetated areas a minimum of 30 metres from the watercourses and not pumped directly into the watercourses. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 10. No machinery shall enter the creek bed of any watercourse. Movement of construction equipment in the vicinity of any creeks shall be limited to the minimum required for construction. The Contractor shall not carry out equipment maintenance or refuelling or store fuel containers within 100 metres of any watercourse. The Contractor shall not stockpile construction debris or empty fuel/pesticide containers within the Contract limits. 20. TRAFFIC AND STREET SIGNS The Contractor will be responsible for the removal and salvage of existing traffic and street signs, and their delivery to the Authority's Works Department Yard, for re-erection by the Authority following completion of the work. Scheduling for sign removal shall be as approved in advance by the Contract Administrator. Regulatory signs such as "Stop" and "Yield" must be maintained throughout. 21. GARBAGE COLLECTION The Contractor will be responsible for ensuring that garbage collection, including recyclables, is maintained and when necessary, the Contractor shall make arrangements directly with the collecting agency, to permit and coordinate pick-up. Garbage pick-up is handled by Canadian Waste Services, at 1-800-789-8886. Recyclable material is handled by Miller Waste Systems at 1-800-461-1582. 22. ASPHALT MIX DESIGNS The Contractor shall be responsible for the provision of current mix designs for all hot mix asphalt required for the work, or for having the necessary mix designs prepared by a certified laboratory. The mix designs proposed for use by the Contractor shall be submitted in writing to the Contract Administrator for his approval and no work shall commence until the design mixes are approved. All costs associated with the provision of approved mix designs shall be borne by the Contractor Steel slag axid blast furnace slag coarse and fine aggregates shall not be used in any hot mix required by this Contract. 23. TEST SAMPLES The Contractor shall include in his tender prices for the cost of delivery of concrete test cylinders. and asphalt samples to a designated testing laboratory. For this contract the designated testing laboratory is Soil Eng., Bowmanville. SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 11. The Contractor will be responsible for providing samples for Quality Assurance (QA) at random locations throughout the site as required by OPS 310 or as directed by the Contract Administrator, At each location the Contractor shall take: 1. A sample fox QA. 2. A referee sample to be kept and stored by the Contract Administrator. 3. A QC sample to be retained and tested by the Contractor. OPS 310 is amended in that compaction testing for this project will be undertaken with a nuclear testing device. Core sampling will only be undertaken if there is a need to confirm nuclear testing results outside of specifications. '` A pre-pave site meeting will be conducted to review testing procedures with the Contractor, the paving Sub-Contractor, the Contract Administrator and the Geotechnical Sub-Consultant for the project. 24. ENTRY ONTO pRNATE PROPERTY The Contractor shall not enter private property or property which is to be acquired to construct the works without the prior consent of the Contract Administrator. This requirement will be strictly enforced. 25. STORAGE AREAS Clause GC3.06.01 of the General Conditions of Contract is amended by the addition of the following: The use of the road right-of--way as a long term storage area is not allowed under this Contract. The -- storage of materials and movement of equipment will only be allowed for normally accepted construction practices. 26. GENERAL LIABILITY INSURANCE Parties to the Contract beyond the Contractor, the Owner and the Contract Administrator must be added as additional insureds (See Clause GC6.03.02.01). This would include the Regional Municipality of Durham due to the work on Regional Road 57. 27. CONSTRUCTION LIEN ACT The Contractor shall give the Authority notice in writing, immediately, of all lien claims or potential lien claims coming to the knowledge of the Contractor or his agents. When a claim for lien is filed by a Subcontractor, labour or material supplier or equipment renter acting under the Contractor, and proceedings are commenced by the Authority to vacate the lien, SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 1 Z. the Contractor agrees and shall forthwith pay to the Authority, in addition to their reasonable legal fees therefore, all interest costs and expenses incutxed by the Authority and an additional sum equal to ten percent (10%) of the sum found to be owing as liquidated damages, and such remedy shall be in addition to any other remedy available to the Authority under the Contract Documents. Where any lien claimant asks from the Authority the production for inspection of the Contract Documents or the state of the accounts between the Authority and the Contractor, the Contractor shall be liable for an administration fee of Two Hundred Dollars ($200.00) for each request made as compensation for the preparation of such accounting or for the preparation of the Contract, or both, as the case may be, and the Contractor acknowledges that such administrative fee shall be properly deductible, if the Authority should so choose, from monies otherwise payable to the Contractor under the terms of the Contract Documents. Where an application is brought to a judge of a competent jurisdiction to compel production of any particular document to a lien claimant, the Contractor further agrees to indemnify the Authority from reasonable legal fees incurred in appearing on such an application and in addition agrees to pay to the Authority its reasonable costs incurred in producing such documents to the extent that the same is made necessary under the disposition of the matter by such judge, and the Contractor further agrees that such reasonable costs and fees incurred by the Authority as stated herein may be properly deductible from monies otherwise payable to the Contractor under the terms of the Contract Documents. 28. PAYMENT ADJUSTMENT FOR CHANGES IN THE MINISTRY OF TRANSPORTATION'S PERFORMANCE GRADED ASPHALT CEMENT PRICE INDEX The Municipality of Clarington will adjust the payment to the Contractor based on changes to the Ministry of Transportation's (MTO) performance graded asphalt cement price index unless the Contractor opts out by notifying the Municipality in writing within 5 business days of receiving permission to start work. Once the Contractor has opted out of payment adjushnents based on the index, the Contractor will not be permitted to opt back in. The price index will be published monthly by the MTO, The MTO price index will be used to calculate the amount of the payment adjustment per tonne of new asphalt cement accepted into the Work. The price index will be based on the price, excluding taxes, FOB the depots in the Toronto area, of asphalt cement grade PG 58-28 or equivalent. One index will be used to establish and calculate the payment adjustment for all grades. A payment adjustment per tonne of new asphalt cement will be established for each month in which paving occurs when the price index for the month differs by more than I O% from the price index for the month in which tenders were opened for the Contract. When the price index differential is less than 10%, there will be no payment adjustment established for that month. Payment adjustments due to changes in the price index are independent of any other payment adjustments made to the hot mix tender items. The payment adjustment per tonne will apply to the quantity of new asphalt cement in the hot mix accepted into the Work during the month for which it is established. However, a payment SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 13. adjustment will not apply to paving work done after the approved time for completion of the Contract has expired, including the expiration of any extensions of time that have been granted. The payment adjustment for the month will be calculated from the following formulae: 1. When Ip is greater than 1.10 ITO, the payment adjustment per tonne of asphalt cement is (Ip - 1.10 ITO) and the Contractor receives additional compensation of: PA = (Ip -1.10 ITO) x quantity of new asphalt cement in tonnes 2. When Ip is less than 0.90 TTO, the payment adjustment per tonne of asphalt cement is (0.90 ITO - Ip} and the Owner receives a rebate of: PA = (0.90 ITO - Ip) x quantity of new asphalt cement in tonnes Where: PA =payment adjustment for new asphalt cement, in dollars ITO =performance graded asphalt cement price index for the month in which tenders were opened for the Contract Ip =performance graded asphalt cement price index for the month in which paving occurs The quantity of new asphalt cement includes all grades of asphalt cement supplied by the Contractor with and without polymer modifiers. For each month in which a payment adjustment has been established, the quantity will be calculated using the hot mix quantity accepted into the Work and its corresponding asphalt cement content as required by the job mix formula except for mixes which contain reclaimed asphalt pavement. I For mixes which contain reclaimed asphalt pavement, the quantity of new asphalt cement will be f _ - determined from the difference between the asphalt cement content required by the job mix formula and the asphalt cement content of the reclaimed asphalt pavement incorporated into the hot mix, as calculated by the Contract Administrator. For mix containing a liquid anti-stripping additive, the quantity of anti-stripping additive will be deducted from the quantity of new asphalt cement. No other deductions will be made for any other additives. For progress payment purposes, payment adjustments will be made on the monthly progress payment certificates for the months in which hot mix paving occurs. 29. VARIATION IN TENDER QUANTITIES Clause GC.8.01.02 (b) of the General Conditions of Contract is amended as follows: The last sentence beginning "Alternatively" and ending "paid" is deleted and replaced by "The Municipality shall not be liable to the Company for loss of anticipated profit". SPECIAL PROVISIONS -GENERAL CONTRACT NO. CL2007-20 14. 30. PROPERTY OWNER'S RELEASE OF PRIVATELY OWNED LAND USED BY THE CONTRACTOR Upon completion of the Contract, the Contractor shall provide the Authority with two (2) copies of a form of release signed by each property owner, upon whose land he has entered for purposes associated with the Contractor's operations but not for the purpose of undertalting works stipulated in the Contract: Date ....................... To: Mr. A. S. Cannella, C.E.T. ~ Director of Engineering Services Municipality of Clarington 40 Temperance Street ~~ Bowmanville, Ontario. L1C 3A6 i f Re: Contract No. CL2007-20 I Dear Sir: { I hereby certify that (Name of Contractor) have fulfilled the terms of our agreement and have left my property in a satisfactory condition. I have accepted their final payment and release (Name of Contractor) and the Municipality of Clarington fi~orn further obligations. Yours very truly, .................................. Signature Property Owner's Name ............................Lot......Concession.......... Municipality of ........................................ (Please complete above in printing) Final payment will not be released to the Contractor until all the applicable forms of release have been signed by the property owners and received by the Authority. SPECIAL PROVISIONS -TENDER ITEMS P:\ 1 2-2 956 1-021Specs)22354-SP-TI(Revised-ADD] ).doc PAGE ONE SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 ORDER OF PRECEDENCE Where. a Specification or Standard exists in the Municipality of Clarington "Design Guidelines and Standard Drawings" for any element of the works, the Municipality of Clarington Specification or Standard shall take precedent over the contract "Special Provisions -Tender Items" or the "Ontario Provincial Standards". "AII works for Part D: Region:a1 Road 57 must be constructed to the satisfaction of the Regional Municipality of Dur/uvu, according to the Regio~ml Municipality of Durham Construction Specifications."(As per AddendumNo, l) PART `A': ROADWORKS AND STORM SEWERS PAR`f `C': ARENA ENTRANCE PART `ll': REGIONAL ROAD 57 SITE P12EPARATION -.ITEM NO. Al Under this Item and for the lump sum bid, the Contractor shall undertake the following: • Remove and dispose of wire fence from Sta. 1+020 t to 1+430 ~ • Relocate mail box at Sta. 9+890 to a location directed by the Contract Administrator • Removal and dispose of SBGR at Sta. 10+045 f and Sta. 10+060 • Maintain existing silt fence CLI!,ARING AND GRUBBING -ITEMS NO. A2 AND C1 Linder these Items, he Contractor shall clear and grub all trees, hedges, shrubs, brush, etc. where indicated on the drawings. 'Adjacent home owners shall have the first right to wood from tree removal, otherwise it shall be disposed of off the site at a location arranged for by the Contractor. EARTH EXCAVATION (GRADING) -ITEMS NO. A3, C2 AND Dl Payment under these Items shall include: • Removal and disposal of asphalt from Regional Road 57 and as required at Clarington Boulevard and Arena entrance, within the limits of full road reconstruction. • Removal and disposal of asphalt from entrance and parking areas. • Removal. and disposal of excess stripped material and excess earth to be disposed of off site. • .Excavation in entrances and boulevards. • Proof rolling of subgrade. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 2. • `Excavation of widertings shall be ber:ched as per OPSD 208.010 where required (sfeeper than 3H:IT~" (As per Addendum No. 1) The estimated quantities under these Items are as follows: Part A * Part C ** Part D Total Earth Cut (excluding strippin) 3,918 n~3 n/a 1,707 m 5,625 m3 Stripping 2,133 m3 n/a 653 m' 2,786 m' Fill re wired road works 3,561 m3 n/a 627 m3 4,188 m' *(Updated as per Addendum No. 1) **(Deleted as per Award) Should asphalt be removed by milling, Larry Postill of the Clarington Operations Department should be contacted at 905-263-2291 regarding possible reuse by the Municipality. HOT MIX, H.L.-1, H.L.-3 and H.L: 8 -ITEMS NO. A4, A5, C3, C4, D2 AND D3 The Contractor shall supply all materials required for the proper execution of the paving in accordance with OPS 310. Asphalt cement supplied shall be PGAC 58-28 for all locations other than Regional Road 57. H.L.-1 and H.L.-8 for Regional Road 57 shall have PG 64-28 asphalt cement. The Marshall Stability for H.L.-3 surface course shall be a minimum of 8900 and 8000 for H.L.-8. Payment shall be made under these Items for the following work: • Forming asphalt curb at catehbasin and catchbasin/maintenancehnle locations in accordance with Standard C-305. • Construction of step joints at limits of full street reconstruction on Clarington Boulevard, Arena entrance and Regional Road 57. • Forming temporary ramps at limits of construction. • Paving of asphalt sidewalk including hand work, as required. • Paving of entrances including hand work, as required. The following depths of asphalt shall apply: • Stevens Road and Arena entrance, 50 mm of H.L.-8 • Regional Road 57, 100 mm of HDBC H.L.-8 (21ifts), 40 mm H.L.-1 • Private entrance at Sta. 9+880, 50 mm of H.L.-3 • Parking area at Sta. 10+060, 40 mm H.L.-3 and 50 mm of H.L.-8 • Entrance at Sta. 1+172, SO mm of H.L. 8 and 40 mm of H.L.-3 • Asphalt sidewalk, 50 mm of H.L.-3 Where sanitary sewer and storm sewer trenching operations extend beyond the limits of road reconstruction, payment for restoration of disturbed asphalt surfaces will be paid for under these Items. Hot Mix H.L.-3 surface shall be placed on Clarington Boulevard, the entrance at Sta. 1+172 and widening areas at the Arena entrance from Sta. 10+100 to Sta. 10+145. SPI;CIfSL PROVISIONS -TENDER ITEMS 3, CONTIZ~~CT NO, CL2007-20 "OP.SS 310 is amended by the addition. of the following new Section: 310.04 S UI311fISSIOIV AND DESIGN REQUIREMENTS 310.04.01 Asphalt Pre-Placement Meeting ,4n Asphalt Pre-Placement Meeting will be conducted one week prior to placement of any hot n:ix asplurlt to review granular material grades, ntix designs, quality control artd quality assurance, proposed scheduling, construction methods and any oil:er issues either the Contractor or the. Contract ~4drnirristrator may n~islr to discuss related to supply and placement of ltot mix asphalt. As a mirtinnrnt, attendance at the Asphalt Pre-PlacenterttMeetittg will include the Contract Adn:inistrator, the Contractors' Site Srrperiuteudent-and a, representative of the Contractor's Asphalt Subcontractor, if applicable. .Subsection 310.07.03 o~'OPSS310 is deleted~and replaced with the following: All abutting edges of existing paverttertt shall be prepared in accordance with RMDSD 5-501 and vertical faces of joints sleall be tacl~ coated prior to placentertt of rtew asphalt. Tack coat shall be placed by the use of a rnecJzartical (pump driven) spray wand that has the capabilities of being heated for cold weather operation applying the tack coat in a consister:t, uniform application. All longitrrdinul jousts and transverse joints are to be tac% coated prior to placement of tl:e adjacent pass of asphalt fo con:rnence at the,beginning and throughout the contract: The tack coat sleall be applied sufficiently ahead of paving operations to allow for curing to a proper condition of tackiness. Failure to have,egtcipment to apply the tack coat in this manner will hold trp conrntencement of thepavittg operutiorts. Note: ITand painting of flee tack coat-rs trot an acceptable application method. Subsection 310.07.05.02.01 is amended,byllte deletion of the existing paragraph and its replaced with t/ie followirrg~. To ensure nrix compliance, the Contractor shall conduct daily testing of all asphalt being produced for quality control purposes. T1te Contractor shall be responsible for tl:e necessary process control testing during lzot mix production, placement ar:d compaction, and any necessary adjustments, to produce uniform, qualijiedltot nti.~ The Contractor is responsible for obtaining all samples. The samples shall be taker: in the freld using sample plates and follofvirtg current MT0 sampling test procedures. Samples shall be used to determine compliance to asphalt cement coo:tent, aggregate gradation, Marshall air voids, Marshall flow, :voids in mineral aggregate, and Marshall stability requirements. The Contract Administrator will determine t/te loetttion of each random sample and inform the Contractor prior to the sample being taken by tl;e Contractor. The Contractor shall take one plate sample for quality control pr~rposes, one sample for quality assurance purposes and one sample for potential referee testing in-apt appropriate. container. The ContractAdrninistrator ntay apply security seals to the srnuples prior to transportation. The grcality assurance and potential referee samples shall be delivered to the Contract Administrator within 4 hours of sampling time. I'lre minimum frequency of testing for asphalt cement content, aggregate gradation and Marshall Stability compliance is based ort Table 6 of OI'SS 310 Noven:ber 2004: Additional testing maybe requested by td~e CorttractAdntinistrator. SPECIAL PROVISIONS -TENDER ITEMS 4, CONTRACT NO. CL2007-20 For work ort Regional Road 57 QC test results shall be forwarded to the Region ar:d Contract Administrator within 2 working days front tl:e time of santplittg. Results shall be faxed to the Region's Materials Testing Lab at 905-655-4067 (Attention: Mr. Joernan Ng, P.Eng.) artd a copy faxed to the Contract Adrnirtistrntor. Bi-weekly srrmrnaries of all test data shall be entailed to tl:e Region's Materials Testing Lab artd the Contract Administrator for the purpose of revierv at bi- weeklyproject n:eetir:gs. Subsection 310.07.13 of OPSS 310 is deleted and replace with the following: Each cortrse after ftntal compaction shall be smooth and h•ue to the established crown and grade and the surface of each course shall be free from deviations exceeding 3 rnn: as n:easrrred in any direction wide a 3 m straight edge.- Poor rideability (roughness) resulting from pavement surface irregularity shall be cause for immediate work stoppage and shall require Contractor assessment of the cause for such deviation in profrle artd correction: at the Contractor's expense. Localized areas exhibiting srtrface variance exceeding the above nterttiorted tolerance shall be removed artd replaced with the same hot rrtix asphalt to achieve a smooth lortgitudirtal artd lateral profrle with adjacent acceptable surfaces. Where surface irregularities exceeding these litttits are evident over longer lengths (e.g, at start-up of trucks emptying load into paver or at end of loading each truck) the Contractor shall be regrrit•ed to cold plane the full width and length of unacceptable pavement. Alternatively, srtbject to approval by the Contract Adnrirtistrator, the Contracton• nnay overlay the unacceptable pavement (if applicable) for a continuous length covering all irregularities to provide the required profile. Subsection 310.07.14 of OPSS 310 is deleted and replaced with the following: Each course after final compaction: shall be of uteiforne texture and shall be free of segregation (as defined by MTO), fat spots, oil spills or arty other defects. Subject to approval by the Contract Administrator, areas of medium segregation n:ay be left in place for binder courses, brtt are considered defective areas for surface courses. Areas of severe segregation: are considered defective areas for both binder and surface courses: Defective areas shall be removed artd replaced by tl:e Contractor with acceptable hot mix of t/ie same type anrd compacted to the satisfaction of the Contract Adn:inistrator, all at it:e Contractor's cost. Whert segregation is observed 6y the Contrttetor Adnntiuistrator, the Contractor shall be immediately notified verbally, followed up by written notiftcatiort. Tl:e Contractor shall take immediate corrective action. If the segregation continues the Contract Administrator may then issue a Stop Work Order until the problem is corrected. If segregation becomes evident within the warranty period (e.g. consistent segregated patches within 50 to 80 n: spacing) the Contractor shall remove and replace the segregated aretts or, upon consent of the Contract Adntiuistrator, place a 40 trot: overlay of carne mix over the segregated paverttent srtrface for the length of the segregated area. Corrective n:easrtres shall be performed during the warranty period at the Contractor's expense. Subsection 310.08.01 is amended by the addition of the following: The Contract Administrator will conduct quality assurance testing at a fregr~ency deen:ed SPl:C1AL PROVISIONS.-.TENDER ITEMS CONTRACT NO. CL2007-20 5. necessary by the ContractAdmirtistratorfnr the purpose of veri~catiort of rrtix compliance. Where there is vcu•iance between the,QC and QA resrclts, tlce Contract Adn:ir:istrntor will initiate referee plate sample tasting for the purpose of dispute. resolution. Results of the referee testing shall be used to assess the degree of remedial action required if applicable. All associated costs required to conduct the referee testing will be the responsibility of whomever has the results that do not concur with the referee test results. Where the Icot rnix aspltaltsupplierfnils. to consistently produce asphalt that meets the specifications, the Cor:tract Administrator shall have the right to refuse further material from the supplier until mix specifications are verifrezl for compliance. Alternatively, the corttrnctor n:ay be required to obtain Izot mix asphalt material from another srtpplier. Subsection II50.04.01.01 c) of OYSS IISOshal! be deleted and replaced with the following: Up to 20% by mass q f RAP shall Le permitted for HL 8 binder mixes. Subsection 1150.08.01 is amended by the deletion of the existing paragraph and its replacement with the following: The Contractor shall, upon request, allow the Contractor Administrator orhis representative the right to enter upon the premises of any of the material ntartufacturers, suppliers, plants, laboratories, or equipnt,ent for purposes pertaining to tl:e work, to carry out such inspection, sampling oral testing asspeeified or as requested by the ContractAdrrtinistrator or• liis representative. The Contractor shall, upon demand, provide the Region with copies of daily batch weights for any mi.Yes tha_ t have been placed and arty information that relates mix types to botching weights and/or confirms the percentage of each material used in each n:ix where applicable. OPSS 1150 Table 6 Marshall Stability.-Mix Design Criteria fot• all Paving Mixtures shall be amended as follows: HL 1 srzr, face course shall linve a Minimum Marshall Stability of II,000N@ 60 °C HL 8 binder course shall have a Minimum Marshall Stability of IO,SOON@ 60 °C HDBC sluzll have a Minimum Marshall Stability of 12,SOON @ 60 °C" (Asper Addendum No. 1) GRANULAR `A' AND GRANULAR `B', TYPE I -ITEMS NO. A6, A7, C5, C6, D4 AND DS Payment shall be made under these Items for supply, placing and compacting Granular `A' and Granular `B', Type I to the following depths: _ , , • Stevens Road, 150 mm of Granular: `A' and 375 mm of Granular `B', Type I. • Paved }~oulevard, 150 mm of Granular `A' and 300 mm of Granular `B', Type I. • Asphalt sidewalk, 150 mm of Granular `A'. Entrance at Sta. '1+172, 150 mm of Granular `A' and 300 mm of Granular `B', Type I. • Arena entrance, 150 mrn of Granular `A' and 300 mm ofGranular `B', Type I. Parking entrance at Sta. 9+880, 150 mm of Granular `A'. • Parking area at Sta. 10+060, 200 mm of Granular `A'. • widening on Regional Road 57, 150 mm of Granular `A' and 600 mm of Granular `B', Type I. SPECIAL PROVISIONS -TENDER ITEMS 6• CONTRACT NO. CL2007-20 CONCRETE IN SIDEWALK -ITEMS NO. A8 AND C7 Where new sidewalk abuts existing sidewalk, an expansion joint shall be constructed at these locations. Every joint shall be a conhaction'joint except where expansion joints are indicated. The unit price bid shall include for all minor excavation required where existing sidewalk is being replaced. All sidewalk shall be constructed in accordance with Standard Drawing C-307. CONCRETE CURB AND GUTTER (ALL TYPES) -ITEMS NO. A9, CS AND D6 A 1.2 metre length of curb and gutter shall be omitted at each catchbasin/maintenance hole where curb is to be constructed. Where sidewalk abuts curb, a 50 mm key shall be constructed at the back of the curb in accordance with the standard. The unit price bid shall include for sawcutting existing curb at point of connection to new curb. Subsection 353.07.06 of OPSS 353 is amended in that transverse jointing of curb and gutter shall beat a maximum spacing of 3.0 m. Curb shall be constructed in accordance with Municipal Standard C-302. 100 mm DIAMETER PIPE SUBDRAINS -ITEMS NO. A10, C9 AND D7 The Contractor shall supply and place perforated corrugated polyethylene pipe complete with geotextile sock. Backfill to subdrains shall be Granular `A' in accordance with Standard C-301 and Clarington Standards Section 900, supplied and placed under the Granular `A' Item. STORM SEWERS AND STORM LATERALS -ITEMS NO. All - A1Q AND C10 Under these Items and for the unit price bid, the Contractor shall supply all materials including pipe of the required type, size and class, including supplying bedding, cover materials and compaction. Concrete pipe shall be used for trunk sewers and PVC pipe for catchbasin leads and storm laterals. Concrete pipe bedding shall be crusher run limestone, cover shall be sand and backfill shall be approved native material, as per C-108. For PVC pipe catchbasin leads and laterals, bedding and cover shall be in accordance with C-109 and C- 110 and backfill shall be approved native material. Should wet trench conditions be encountered the H.L.-8 blend of crushed stone with geotextile wrap shall be used for bedding of rigid pipe or placed below embedment for flexible pipe in accordance with the standards and as directed by the Engineer. Crushed stone shall be paid for under Item No. A24. Connection of catchbasin leads and storm laterals to the new trunk sewer shall be by manufactured tees or an approved coring method (C-111). The unit price shall include the cost of a closed circuit television inspection of the completed trunk sewer, catchbasin leads and any service connections found to be leaking, all in accordance with OPSS 409. SPECIAL PROVISIONS.- TENDER ITEMS 7, CONTRACT NO. CL2007-20 Ivleasurement for riser connections of catchbasins to trunk sewers shall be made along the centre line of the riser pipe from the connection at the main sewer to a point where the connection can be measured horizontally. The unit price for these Items shall also include connection to existing 300 mm PVC storm on Clarington .Boulevard and 1800 mm dia. culvert at Sta. 1+455 f Stevens Road. CATCHBASINS AND MAINTENANCE HOLES -ITEMS NO. AI S - A17 AND C11 Structures shall be installed in accordance with Municipal Standards C-101, C104, C-105; C-113 and OPSD 400.010. Compacted sand backfill shall be placed around the structures to the dimensions indicated. "1'he trait price bid under these Items shall include for the following; • Placing a minimum of one adjustment unit and a maximum of 300 mm of adjustment on each maintenance hole. or maintenance hole/catchbasin. All catchbasins shall be fitted with sumps. Maintenance holes shall be benched. Maintenance holes and catchbasins shall be fitted with frames, covers and grates in accordance with OPSD 400.010 and Municipality of Clarington Standards C-113. All strictures within roadway shall be constructed to the level of base course asphalt except where structures are located with side, streets which are to be paved. STORIIIWATER MANAGEMENT.STRUCTURE -ITEM NO. A18 The unit price bid under this Item shall include for supply and placing of a stormceptor, Model STC 1500 including placing of Granular `~B', Type I material to a lower limit of 300 mm below the floor slab and all around the structure. Placement of this Item shall conform to suppliers standards. SAWCUTTING ASPHALT - ITEMS NO. A21, C14 AND Dll Payment shall be made under this Item for the sawcutting of all asphalt at the lirriits of road construction, including for the widening on Regional Road 57. The unit price shall cover sawcutting of asphalt at whatever depth of,asphalt is encountered. The Contractor,will be responsible for protecting the sawcut edge from damage until paving. Should the sawcut edge be damaged, the Contract Administrator can request that the asphalt be re-cut prior to paving at no additional cost. RE1l~[OVA:L OJfSIDEWALI~-ITEMS NO. A22 AND C15 Payment shall be made under these Items for the removal of concrete walkway where indicated on the drawings. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 8. Concrete rubble resulting from sidewalk removal shall be disposed of off the site at a location arranged for by the Contractor. The unit price bid shall include for sawcutting at limits of removal as required. REMOVAL OF CURB AND GLITTER -ITEM NO. A23 Payment under chetetrubblearesulting from curb and gutteroremoval shall be disposed of off site at aal on all streets, Con location arranged for by the Contractor. H.L.-8 BLEND CLEAR STONE BEDDING (Provisional) -ITEM NO. A24 Payment shall be made under this Item for the following work in connection with storm sewer installation: Excavation of unsuitable materials below standard bedding depth. Disposal of surplus excavated materials off the site of the works. Supply and placement of Geotextile Terratrack 24-11 as wrap to clean stone. Supply and place H.L.-8 blend clear stone bedding to depths as directed by the Contract Administrator. PAVEMENT MARKING -DURABLE (Provisional) -ITEMS NO. A25 AND D12 Durable line pavement markings shall be screed applied thermoplastic type. v ' ~ ~ " °'"~'° . "The work ur:der Phis tender item shall irtclrrde the supply and application of field-reacted, two component polymeric pavement marking material by the extrusion (screed) method in accordance with the manufacturer's specifications, at locations as directed by the CorttractAdministrator. The worJc shall be performed in accordance with the manufacturer's reconunendations, which shall irtckrde the use of a qualified f r•nt, ri'ained and licensed by the material manufacturer. The work also involves the protection of workers and the traveling public by means of adequate traffic control in accordance witl:Ontario Traffic Manual Book 7 -Temporary Conditions (March 2001). TI:e Contractor must obtain a Road Occupancy Permit front the Regior: of Durl:am Works Department prior to contntencentent of work. Potyrneric materials shalt meet the requirlistints se DSM#5.85.43 download hsrt at are Lafrerttz System 400, or products on MTO's DSM g http://www.roadauthoriry.cons/files/DSM/D58543.pdf). Spray method and products are not acceptable. Glass beads shall n:eet the requirements of OPSS 1750. Acceptable rnanufachrrers are those listed ort MTO's DSM listing (see DSM #5.85.38, download list at http://www.roadauthority.eons/frles/DSM/D58538.pdfl. Tl:e Corttraetor shall note of Subsection X714.05.04 of OPSS 1714, which requires both premixed artd surface applied glass beads for the screed application method SPECIAL PROVISIONS -TENDER ITEMS 9 CON`I'R.~CT NO. CL2047-20 Any applications which fail to meet the service requirenzerzts specified in OPSS 1714 shall be completely. rerr:oved and replaced by the Contractor within fzrst two (2) years (all labour, materials, niohilizatiun, etc. included).. f111 pavenreni urrrrkirrgs must bQ started within 2 Working Days of cornpletiorz of the frnal lift of base coarse asphalt. till pre-rnar•king shall be performed by tJze Contractor and inspected by the ContractAdnzinistrator prior' to application of perrnanerztpavement markings. 1lieasurenreut for I'ayrrrerrt Subsection 532. (19.01.01 rs mnentlE~d for pavement marking lirtes wider than 10 cnz. For these items, nrerrsuren~ent for payment shall be nrctuallzorizorztal lerzgth in metres, exclzzdirzg gaps, regardless of width. Separate tender iterrrs are provided for each line width required. " (As per Addendum No. 1) 1'he Contract Ad~ninisttator,shall.provide ,drawings designating the location of the parking stalls and regulatory line delineation end symbols.. .TOPSOIL -ITEMS NO. A26, Cl6 A1VD D13 Screened topsoil shall be placed to aminimum depth of 100 mm in disturbed grass areas. The Contractor can provide screened topsoil from the stripping operation in lieu of imported. Subsection 570.05.01 of OI'SS 570, August 1990 is amended by the addition of the following: The topsoil shall be tested #oensure there are no deficiencies with respect to fertility levels. The soil shall consist of a minimum 4% organic. matter. The phosphorous level shall be 30 ppm +/- 2 ppm. The potassium level shall be 235 ppm+/-30 ppm. The soil shall have a base saturation of calcium of 75%, +/- 10%,. The base saturation of sodium shall be a maximum of 0.5%. The pH level shall be between 6.0 and 7.0. A copy of he topsoil testing report shall be provided to the Contract Administrator Payment for this testing shall be included in payment under the respective topsoil items. If the topsoil does not meet all of the. fertility elements the soils shall be treated with the required amendments as recommended by ,the topsoil analysis report. SOD (NLIRSI~RY, UNSTAKED) -ITEMS NO. A27, C17 AND D14 Subsections 571.07.05, 571.08.01 and 5,71.08.02 of OPSS 571, November 2001 is amended by the following: Replace " 30 consecutive Days" with G°120 consecutive Days". Contractor should note that for the purpose of calculating consecutive Days, the winter dormant period shall be excluded (see Table No. 1, OPSS 571). Clarington is considered to be in the `Southern Ontario' area and the winter dormant period is from November 1 to April 30, inclusive. SPECIAL PROVISIONS -TENDER ITEMS 10. CONTRACT NO. CL2007-20 Payment shall be made for 50% of the quantity placed once deficiencies have been corrected from initial inspection and the remaining 50% shall be paid once all deficiencies have been corrected following final inspection at the end of the maintenance period. The Contractor shall be responsible for the full cost of replacing deficient sod as determined by the Contract Administrator. SEED AND MULCH (Provisional) -ITEM NO. A28 Hydraulic mulch shall be capable of dispersing rapidly in water to form homogeneous slurry and remain in such state when agitated or mixed with other specified materials. When applied, the hydraulic mulch shall be capable of forming an absorptive mat which will allow moisture to percolate into the underlying soil. It shall contain no growth or germination inhibiting factors. The mulch shall be dry, be free of weeds and all other foreign material and shall be supplied in packages bearing the manufacturer's label clearly indicating mass and product name. Tackifier shall be added to the slurry before spraying according to the supplier's specifications. Hydraulic mulch type shall be specifically manufactured for use in hydraulic seeding equipment (non- toxic, water activated, green colouring}, free of germination and growth inhibiting factors. The mulch shall be a mixture consisting of shredded newsprint, raw cotton fibre and straw processed to produce fibre lengths of 15 mm minimum and 25 mm maximum. The greater proportion of the ingredients of this mulch shall be straw. Hydraulic mulch shall be dyed green or another colour approved by the Authority. Water shall be free of any contaminants which would adversely affect growth. Seed to be Tableland Grass Mixture applied at 5 kg/acre as supplied by Ontario Seed Company or approved equivalent. SUPPLY AND INSTALLATION OF PLANT MATERIAL (Provisional) -ITEM NO. A29 OPSS 570 applies to this Item. Payment shall be made under this item for the supply and installation of plants in accordance with the Contract Drawings. All planting and related work shall be done by experienced, qualified personnel under the direction and supervision of foremen with at least five (5) years of horticultural and planting experience. All trees shall be nursery grown, true to type and structurally sound, with straight trunks and leaders intact, and be well and characteristically branched for the species. Root balls shall not be cracked, broken, or damaged. All plants shall be free of disease, insect infestation, rodent damage, sun scald, frost cracks and other abrasions or scars to the bark. They shall be densely foliated when in leaf and have healthy, well developed root systems. Plant names shall be in conformity with that accepted in the nursery trade. Substitutions for the specified plants will not be accepted unless approved in writing by the Contract Administrator. The Contract Adminish~ator reserves the right to reject any plant material, whether planted or not, which does not conform to the specifications, Do not remove any labels from plants until they have been inspected and approved by the Contract Administrator, SPECIAL PROVISIONS.-TENDER ITEMS 11. CONTRACT let0. CL2007-20 All debris, clay lumps, roots and stones over SO mm in diameter and other extraneous matter shall be removed from excavated soil`to ~be~used in backfill and disposed of off site. Shredded bark mulch free of any granular and organic material will be applied over planting pit areas of n~ees and throughout shrub beds in accordance with the Contract Drawings. A sample of the mulch to be used shall be submitted to the Contract Administrator for approval. Maintain all plant material and assume full. responsibility for protection of all planted areas until final acceptance of all project work.-Keep planted areas free of weeds at all times. Remove all debris, broken branches, etc., and maintain planted areas in neat condition at all times. Water plants as necessary with sufficient quantities to moisten the entire root system. Under the direction of the Contract Administrator, all plants that are dead or noon a healthy, satisfactory growing condition, or which in any-way do not meet the requirements of the specifications, shall be .promptly replaced by the Contractor at,the Contractor's expense. All required replacements shall be as originally specified. The warranty on replacement plant material shall be extended for a period equal to the original warranty period. Final inspection ~f all plantings shall be made at the end of the specified warranty period. Stakes and all staking material shall be removed at the end of the warranty period. The Contract Administrator or Owner reserves the right to extend Contractor's warranty responsibilities for an additional year if, at end of initial warranty period, plant condition is not sufficient to ensure future health. EXCAVATION FOR UTILITY VERIFICATION -ITEM NO. A30 Reference: OPSS No. 206 andNo. S10 Prior to any construction, test pits shall be dug by the Contractor to determine the exact location and elevation of utilities. The utility shall be exposed and measurements taken of the location; orientation, depth and pipe OD, if applicable.. TEMPORARY DEAD END BARRICADE -ITEM NO. A32 Payment shall be made under this Item for the supply of all labour, material and equipment to construct dead end barricade in accordance with the details. shown on Municipal Standard No. C-401. REMOVE AND REPLACE ENTRANCE CULVERT - ITEM NO. D8 Under this ltem and at the unit price, the Contractor shall remove and replace 600 mrn CSP culvert at Sta. 9+ S~0 on hegional Road 57. The unit price shall include excavation and granular bedding and backfill. Embedment material and backfill shall be Granular `A'. Culvert shall be 2.0 mm thick and riveted. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 STEEL BEAM GUIDE RAIL -ITEM NO. D15 12. Under this Item at the unit price bid, the Contractor shall supply all materials, equipment and labour as required for the installation of steel beam guide rail at the locations indicated on the drawings. The unit price shall also include for the end treatment. SILTATION CONTROL -ITEM NO. D16 The prices bid under this Item shall include for maintenance of devices during construction and for removal of temporary devices on completion of the work. Maintenance shall be deemed to include removal and disposal of accumulated sediment. PARTIAL DEPTH ASPHALT REMOVAL -ITEM NO. D17 Payment shall also be made under this Item for grinding of asphalt as necessary to allow for the placement of H.L.-3, to a maximum depth of 40 mm. All milled material shall be disposed of by the Contractor. There may be a possibility to dispose of grinding material at the Operations Depot at Regional Road 42 (DarlingtonlClarke Town Line), south of Highway #2. Contact Larry Postill of the Operations Department, Municipality of Clarington at 905-263-2292 for further information. "D URAHOLD RETAINING WALL - ITEM NO. D18 Under this Item and for the Cos:tract price, the Contractor shall supply all labour, equipment and materials required to complete the following works in accordar:ce wid: the Contract Drawings aced Drawing RW-1, RW-2 and RW-3 provided by Risi Store arrd to the satisfaction of the Engineer: a) All excavation (related to wall, base and backfill as shown on RW-1) as required; b) Dewatering as regzired to complete the work; c) All back~ll and compaction as required in accordance with the drawings; d) Clean-up and all incidental. The Durahold retaining wttll shall exter:d from approximately Sta. 10+022.5 to Sta. 10+039.9. The wall shall be constructed as per the drawings provided by Risi Stone. Any damage caused by the Contractor's operations to the surrounding property shall be repaired by the Contractor at no additional cost to the Municipality and to tl:e complete satisfaction of the Engineer. Materials excavated under these Items svkiclt are surpkrs to or unsuitable far the fill requirements shall be disposed of by the Contractor at Itis owrc expense, and to the satisfaction of the Engineer. The unit price for the precast retaining wall will include the following work, as shown on the Drawings and as directed by the Engir:eer: a) All execution of the gravity and geogrid reinforced precast concrete segmental retaining walls SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 13. called for or implied by the drawings az:d specifications, together wttlt all necessary iztcidentals wlcether referred to or riot, as will be required to complete the work to the full intent and meraring of the drawirtgs.azzd specifications. The work inchtdes but is not lrinited to the following:. • The design, inspection and certification of the precast retaining wall by a qualified professional Engineer, liceraed in the Province of Ozttario. • Supply and iratallation of precast concrete retaining wall complete with geogrid reirrfor•cing as: rer/aired to suit site soil, geozttetric and loading conditions. h) The Retaining T3~a11 Design. engineer is to be a Professional Engineer Registered izz the Province of Ontario with at least S years experience in the design of precttst concrete segmental 1'L'taUtlrtg lt'alls. The Retaining Wall Design Engineer shall perform the following tasks: • produce sealed construction drawings and detailed design calculatiozts for review. • Review the site sail dnd geometric cottditiozts to ensure tl:e designed wall is compatible with the site prior to construction. • Carry out periodic ixspections during constrzzctiorz to ensure cortforntance with the design drawings az:d submit inspectiozt reports to the Owner during constrrtctiort. • provide the Ow~ier with a Certificate of Conformance at t/te eontpletiozt of construction certifyiftg that ilze retaining walls were constructed ir: accordance witlz the design drawings artd crtrrent iztdustzy sta~~dards. The retaining wall shall be designed in accordance with the National Concrete Masonry Associations Design Mant;al for Segmental Retaining. Walls. The walls sJ:all be designed to suit the sail conditions, geont,eh•ic dimensions aztd loading conditions shown on tl:e drawings. c) Excavation to the lines,irze,d grades as shown on the drawings, including disposal of all surplus excavated nuiterials. If after excavating to the elevation shown on the drawings; the material ertcorurtered s1:ould prove unacceptable to the Engineer as a foundation, the contractor shall perform additional excavation as directed by the Engineer. rl) Supply and placezneza of the Granular "A"base including compaction. The Granular `A' base is to be placed on undisturbed native soil /bedrock with an allowable bearing capacity not less than XOa kPa. The soil bearing capacity is to be verified by the Engineer prior to placing the Granular `A' base. The Granular `A' base is to be con:patted to not less than 98% Standard Proctor Maximum Dry Density. Contpactzozt of the base is to be tested by a qualified testing and inspectiozt company prior to placing.the first course of precast units. e) The srtpply artd placement of the precast concrete stone units and copizzg units, as showzt ozz the drawiz:gs,and as directed by the Engineer. Tl:e u-zits shall be "Durahold" as maztufactured by Unilock or reviefved equivalent, with standard units and coping rznits. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL200'1-20 INSTALLATION OFPRECAST UNITS: 14. • Tl:e precast stare units shall be installed as per the manufacturer's reconunendations. • The bottom cottrse of ttr:its are to be levelled to meet the tolerances specified herein. The bottom cottrse of units are not to be installed until the compaction of the Granular `A' base has been deemed acceptable by the Engineer. • No cracked or chipped tu:its are to be installed. Airy davtaged tutus are to be removed if requested by tl:e Engineer. • The Joints between adjacer:t units should align with then:fiddle of the unit above acrd below to create a running bond. • The Contractor shall check the level of the wall with each lift to ensure that no gaps are formed between successive lifts. Care shall be taltert to ensure that the precast concrete stone units and geotextile are not broken or dan:aged during I:artdlirtg and placement. The units shall be installed as shown on the drawings. CONSTRUCTION TOLERANCES • Vertical Control: ~ 30 mm mnxintum over a 3 metre distance; 75 mnt raaxinuurt. • Horizontal Control:- Straight Lines: ~ 30 mm over a 3 metre distance; 75 min matiimunt. • Rotation:: f 2.0 ° from design wall batter. • Bulging: 25 runt over a 3 metre distance. f) The supply and placement of Geogrid Reinforcerr:ent. The geogrid reinfor•ce»:ent shall be a Polymer grid structure !raving tensile strength artd durability properties that are suitable for soil reinforcement applications and are compatible with the precast concrete retaining wall units. The approximate quantity of Geogrid reinforcement is 160 ntz. • The Geogrid is to be installed at the locations sl:owrt on the retaining wall design drawings. • The Geogrid is, to be placed with the strong direction perpendicular to the wall face. • Tl:e Geogrid must be pre-cut to the length shown on tl:e retaining wall design drawings and must be placed within 25 mrn of the front face of the precast wall units to ensure maxirnunz connection between geogrid and wall facing. • The Geogrid is to be placed on a flat level surface and is to be palled tight and held in place wit!: wooden stakes or other approved methods prior to placing backfill on top of the geogrid. g) Tl:e supply and installation ofperforated stab-dram pipe complete with frlter cloth. The subdraiu pipe shall be HPDE or Pi~Cperforated pipe with a minirnurn diameter of 100 ntm, protected with geotextile filter cloth to prevent the migration of soil particles in the pipe. The subdraiu pipe shall be placed behind tl:e retaining wall face, acettrately aligned and securely coupled and laid at a minimum gradient of 2% to ensure adequate drainage to free outlets. Only standard fittings for bends, caps and intersections shall be used. The to:it price shall also include all labour, equipment artd materials to outlet the free ends of the subdraiu pipe to the outside face of the retaining wall including saw cutting of the blocks as required, as shown on the drawings and as directed by the Engineer. h) Supply and installation ofgeotextile filter clot!: as sl:oivn on the drawings and as directed by the Engineer. Geotextile frlter cloth shall be placed froth the lowest point upward Each SPECIAL PROVISIONS -TENDER ITEMS 15. CONTRACT NO. CL2007-20 section of fabric sltrrll overlap the preceding section a neittir-tunt of 600 rnnr. i) Supply acrd placeraerrt of 19 rrnn Clettr Stone backfill including Geotextile as noted above. Heavy compaction: and construction eyuipntent shall not be allowed to operate within:1500 ntrn of the back face of the retaining wall 'The Contractor shall monitor the retaining wall far ouhvarrl rotation and ntovemertt daring backfrlling operations. The Contractor shall notify the Engineer inunediately if wall nioventent occurs during backfilling which exceed the ntaxirracm allowable tolerances gated above."(As per Addendum No. 1) PART' `B': SANITARY SEWER AND APPURTENANCES SANITARY SEWER AND APPURTENANCES Reference: .1 Construct all'sanitary sewers and appurtenances in accordance with Regional Municipality of Durham Construction Specifications for Regional Services - ltevisedMay 2005. 2 Contract Drawings and Standard Details for Contract No. CL2007-20. SANITARY SEWER PIPE -T'TEM N0.2A1 Reference: Conh~act Drawings and RMDCS 5-401 Note: Connections to proposed/existing maintenance holes to be included in the unit price bid for the appropriate pipe itenn. This Item shall not include those concrete pipe plugs requiring separate excavation to facilitatepipe removal and plug installation. All .notations in the Form of Tender indicating size of pipe and depth of bury are for information only. Where there is any discrepancy between the Form of Tender and the Contract Drawings, the Contract Drawings shall be taken as correct. The unit price bid for all sanitary sewer sections shall be based on the pipe material, size and depth of bury indicated on the Contract Drawings. Restoration of all disturbed surfaces beyond the limits of full road reconstruction and gxading will be paid for under the items appropriate to such work. viclude: .1 Backfilling to subgrade level with approved native material. III~EAK INTO EXISTING MAINTENANCE HOLE Sl AND REBENCH, AS PER OPSD 701.021 - ITEM NO. 2.04.04 Referonco: I~IDCS Section 02631 and OPSS 407 and 410 SPECIAL PROVISIONS -TENDER ITEMS 16. CONTRACT NO. CL2007-20 Include; .l Breaking into the existing structure with removal and disposal of concrete and reinforcing steel. .2 Rebenching including: a) Removal of existing benching complete and disposal off site. b) Thorough clean-out of the structure. c) New benching in maintenance hole in accordance with OPSD 701.021 complete in a professional manner. 3 Temporary pumping and/or by-pass arrangements required for existing sewage flows, to allow for benching in maintenance holes to be completed. Note: Payment for connection to maintenance hole and restoration of structure to be included in unit price for appropriate pipe item. SANITARY SEWER MAINTENANCE HOLE - ITEM NO. 2.04.08 References: RMDCS Section 02631 and Contract Drawings OPSD No. 701.010 Include: .1 Reconnection of existing sewers as required. .2 Supply, place and compact 300 mm Granular `B', Type 1 back all around structure up to subgrade level. PART `E': ELECTRICAL ELECTRICAL HANDHOLES - ITEM NO. El Amendment to OPSS 602, March 1993 602.05 MATERIALS 602.05.03 Prefabrication of Electrical Chambers Subsection 602.05.03 of OPSS 602 is amended by the addition of the following paragraph. Other prefabricated electrical handholes shall be according to the Material Specification for Electrical Handhole included in this Special Provision. 602.07 CONSTRUCTION 602.07.02.01 Installation Clause 602.07.02.01 of OPSS 602 is amended in that the first paragraph is deleted and replaced with the following: SPECIAL PROVISIONS -TENDER ITEMS 17. CONTRACT NO. CL2007-24 The handholes shall be cast-in-place concrete handholes, precast concrete handholes, or prefabricated handholes made ofsemi-concrete or non-concrete materials. Prefabricated Handholes The prefabricated,unitsball beinstalledplumb, true to alignment and grade, and firmly bedded on the drainage ~~ocket backf~ll. During installation, the duct entry holes shall be oriented in the required direction. The enlarging of duct entry holes is prohibited. 602.07.02,03 Frances and Covers Clause 602.07.02.03 of OPSS'602 is amended in that the clause number at the end of the sentence of the first paragraph is changed from~602.07.01.02 to 602.07.01.09. 602.07.02.04 $ackfill _ , Clause 602.07.02.04 of OPSS 602 is amended in that the clause number at the end of the sentence of the first paragraph is changed from 6,02.07.01.11 to 602.07,01.10. Section 602.07 of OPSS 602 is amended by the addition of the following subsection: 602.07.05 Quality Control Yre-installation Testing. and Inspection The Contractor shall inspect the electrical chambers and chamber drain components prior to Installation to ensure that they meet the requirements of the contract. The Contractor shall submit_to_the_ Contract Administrator certification from the Manufacturer that the product complies with the Contract requirements. Strength Testing of Handholes Ten percent of the handholes shall be selected for strength testing. For each handhole selected, the handhole shall be placed on a flat surface with only the bottom of the handhole in contact with the ground. No external support shall be provided for the sides of the handhole. A weight of 2,000 kg shall be placed on top of the handhole far ten minutes. At the end of each test, the handhole shall be inspected. The handhole-shall not exhibit any signs of cracking or deformation. If the handhole is deformed, cracked, or damaged in anyway, it shall be considered failed and shall be replaced in full. If one or more handholes fail, then another tenpercent of the handholes shall be selected and tested. If one or more of those handholes fail, then all of the handholes shall be tested. The results of the strength testing shall be submitted to the Contract Administrator. SPECIAL PROVISIONS -- TENDER ITEMS CONTRACT NO. CL2007-20 Proof of Performance Testing and Inspection 18. The Contractor shall inspect all electrical chambers to ensure that they meet the contract requirements. In particular, and without limiting the foregoing, the Contractor shall inspect all electrical chambers to ensure that: they are properly seated and aligned to a plumb position; backfill is placed in accordance with the type of material indicated in the Contract Documents; the backfill complies with compaction as indicated in the Contract Documents; all unused holes and spaces are filled; waterproofing has been correctly applied (where applicable), and all frames and covers are secured and adjusted to grade as indicated in the Contract Documents. For cast-in-place units, concrete shall be tested in conformance with the requirements of OPSS 904. -- ----------------oo oo---------------- MATERIAL SPECIFICATION FOR ELECTRICAL HANDHOLES 20 REFERENCES This specification refers to the following standards, specifications or publications: ANSUSCTE Standards: ANSUSCTE 77 -Specification for Underground Enclosure Integrity ASTM Standards: ASTM C-857 -Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures ASTM F593 -Stainless Steel bolts, hex cap screws and studs. CSA Standards: CAN/CSA A23.1-M90 -Concrete Materials and Methods of Concrete Construction CAN/CSA A23.2-M90 -Methods of Test for Concrete CAN/CSA-G40.20-U4/G40.21-04 -General Requirements for Rolled or Welded Structural Quality Steel / Structural Quality Steel CAN/CSA-G164-M92 (82003} -Hot Dip Galvanizing of Irregularly Shaped Articles 3.0 MATERIALS All material shall have a minimum compressive strength of 135MPa and shall be suitable for installation and use through a temperature range of -40 C to +70 C. All concrete shall be according to CSA A23.1-M90 and CSA A232-M90. All handholes shall be according to ASTM C857 and ANSI/SCTE 77. Each electrical handhole cover shall be galvanized steel according to CAN/CSA-G40.20/G40.21 and CAN/CSA-G 164M92 (82003). The top side of each handhole cover shall have a checkered tread. As a minimum, the thickness of each handhole cover shall be 10 mm. .SPECIAL PRO VISIONS -TENDER ITEMS 19. CONTRACT NO. CL2007-20 3.01 Fastening Material All bolts, studs, screws, nuts, washers and other fastening material shall be stainless steel and shall be according to ASTM }!593. d•0 PROllUCTION ' 4.01 Marking Eacli handhole shall have identification markings embedded on the outside vertical surface of the handhole, showing the manufacturer's name or trademark, and the date of manufacture. The top surface of the handhole cover shall be permanently marked, showing the manufacturer's name or trade mark, and the date of manufacture. "This marking shall be embedded into the top surface of the handhole cover, or it shall be embedded into a corn osion-resistant metal plate securely cemented to the top surface of the handhole, cover. x.02 Dimensions Each handhole shall have dimensions as indicated in the Confract Documents RIGI1~ llUCTS, llIRECTBURIED-ITEM NO. E2 RIGID DUCTS BY SUBSURFACE INSTALLATION-ITEM NO. E3 Amendment to OPSS 603, March 1993 603.02. REFERENCES Section 603.02 of OPSS 603 is amended by the addition of the following: United Laboratories UL 651B -Standard Specification for Continuous Length HDPE Conduit American Society for Testing and Materials International ASTIvl F2160 -Standard Specification for Solid Wall High Density Polyethylene Conduit Based on controlled Outside Diameter National Electrical.Manufacturers Association NEMA T'C 7-2005 -Smooth-Wall Coilable Electrical Polyethylene Conduit 603.05.08 Ducts and Fittings Subsection 603.05.0$ of OPSS 603 is amended in that the tezm "50 mm" of the last paragraph is replaced by "SO m". SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 Table 1 is deleted and replaced with the following: 20. TABLE 1 -DUCTS AND FITTINGS DUCt & Fitting Direct Concrete Subsurface Embedded Surface Description Type Buried Encased Installation Work Mounted Standard In In Liner Ground Polyethylene Flexible X CSA 8137.1 Series 75 Electrical Non- Flexible X X X X X CSA C22.2 No. metallic Tubing 227.1 High Density Flexible X X UL 651 B; ASTM Polyethylene F2160; Sched 40 (HDPE)* and NEMA TC 7- 2005 for type SPEC PVC Rigid X X X X X X CSA C22.2 No. 211.2 Polymeric PVC Rigid X X X CSA C22.2 No. type type DB2 type 211,1 EB1lDB2 EB1/DB2 RE Rigid X X X X' X X CSA C22.2 No, heavy thin, std., heavy Std,, thin, std., Std., heavy 211.3 wall heavy wall wall heavy heavy wall wall wall Galvanized Steel Rigid X X X X C5A C22.2 No. 45 *HDPE duct may be used for sub-surface installation for ELV cables where ducts are SO mm diameter or smaller. Where flexible ducts are indicated, the Contractor shall have the option of using rigid ducts of the same inside diameter. 603.07 CONSTRUCTION 603.07.09 Quality Control Pre-installation Testing and Inspection The contractor shall inspect all ducts to ensure that they meet the requirements of the contract. The contractor shall ensure that all ducts are stamped with the appropriate CSA Standard number and strength and type (where applicable) as required in Section 603.05. During installation, the contractor shall ensure that all ducts are properly bedded, have sufficient depth of cover and are coupled or connected to electrical chambers; poles or other devices in conformance with the requirements of the contract. Proof of Performance Testing and Inspection The Contractor shall inspect and test all ducts to ensure that they meet the contract requirements. In particular, and without limiting the foregoing, the Contractor shall test all ducts to ensure that they are free of debris, water, breakage or distortion. SPECIAL PROVISIONS -TENDER ITEMS 21. CONTRACT NO. CL2007-20 603.10 BASIS OF PAYMENT 616.10.01 1Zigid Ducts Direct Buried Section 603.10.01 is amended by the addition of the following paragraph: Payment at the contract price shall also include restoration following backfill of all grassed areas disturbed by excavation with a minimum of 100mm of good quality topsoil and sod. Payment shall also include restoration following backfill of all asphalt driveways and walkways disturbed by excavation with a minimum of 50mrn of HL3 asphalt. LOW VOLTAGE CABLES IN DUCTS-ITEM NO. E4 AND ES Amendment to OPSS 604 dated November 2003 604.07 CONSTRUCTION 604.07.07 Quality Control 604.07.07.01 General Sub-section 604.07.07.01 is amended by the addition the following: Pre-installation Testing and Inspection The Contractor shall inspect the cables, splicing and connection components prior to installation to ensure that they meet the requirements of the contract. Proof of Performance Testing and Inspection The Contractor shall ensure that all cables are installed, tested and spliced as indicated in the Contract Documents and that all,cablesare energized and in working order. GROtLIIi'dlll WIRES -ITEM NO. E6 GROUNll ELECTRODES -ITEM NO. E7 All work shall be can ied out in accordance with OPSS 609 Amendment to OPSS 609 dated November 2001 609.02 REFERENCES Sub-section 609.02 is amended by the addition of the following: Il/EE b37 Standard for Qualifying Permanent Connections Used in Substation Grounding UL 467 Grounding and Bonding Equipment SPECIAL PROVISIONS -TENDER ITEMS 22. CONTRACT NO. CL2007-20 609.05.05 Ground Connectors Sub-section 609.05.05 is amended by the addition of the following: High pressure irreversible compression connectors shall be: - made of pure wrought copper extrusion - made of the same material as the conductors - according to CSA 22.2 No. 41, UL 467, and IEEE 837. - connected according to the manufacturer's recommendations - connected using a minimum compressive force of 100 KN and a minimum compressive pressure of 70 MPa. High pressure irreversible compression connectors shall have crimp verification for the inspection and verification of CSA and UL compliance markings. 609.07.03.05 Ground Wire Connections The second paragraph of clause 609.07.03.05 is deleted and replaced with the following: Moulded type ground connectors or high pressure irreversible compression connectors shall be used at pad mounted electrical-electronic equipment, power supply locations, and all locations where the ground connectors are direct buried or inaccessible. 609.07 CONSTRUCTION Section 609.07 is amended by the addition of the following: 609.07.10 Quality Control Pre-installation Testing and Inspection The Contractor shall inspect the grounding cables, bonding jumpers, ground electrodes and connection components prior to and during installation to ensure that they meet the requirements of the contract. Proof of Performance Testing and Inspection The Contractor shall inspect and test the grounding to ensure that it meets the requirements of the contract. In particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure that all electrical connections and splices have been properly installed in accordance with the requirements of the contract. The Contractor shall test all system and components grounding. The Contractor shall test the resistance to ground between the equipment enclosures and the grounding grid. In soils of low conductivity, additional ground rods, ground plates and ground wires shall be added as required. Readings shall not exceed 25 ohms. These measurements shall be undertaken when frost penetration does not exceed 150 mm. Copies of all documentation shall be included in the Service Manual. SPECIAL PROVISIONS -TENDER ITEMS 23. CONTRACT NO. CL2007-20 12E1VIOVAL OF ELECTRICAL EQUIPMENT- ITEM NO. E8 Amendment to OPSS 610-dated November 2006 GENEI~~L 610.07.06 Cables and Conduit Subsection 610,07.06 of OPSS 610 shall be amended tivith the addition of the following: Under~n~ound cables and conduit systems designated for relocation in the contract shall be salvaged and preserved for reconnection as indicated on the contract drawings. (;10.07.09.03 Shipping of Salvaged Electrical Equipment and Materials The second paragraph of clause .610.07.09,03 of OPSS 610 is deleted and replaced with the following: The follo«~ing equipment shall be salvaged and stored on site for use elsewhere in the contract: (1) Dccorativesteel base mounted lighting pole (1) Decorative luminaire and bracket, arm. Section 610.07 of OPSS 610 is amendedby the addition of the following subsection: 610.07.12 ,Quality Control Pre-installation Testing and Inspection The Contractor shall inspect the components to be removed. If the components are to be salvaged for reuse within he contract or .for storage at the Owner's premises, the Contractor shall make a list of any imperfections of those components and shall submit the List to the Contract Administrator. Proof of Performance Testing and Inspection The Contractor shall .inspect the work to ensure that all electrical removals have been carried out and that all components requiring disposal at approved sites have been done such that no such materials remain on the Owner's .wands, ,The removals shall be done in accordance with the requirements of the contract, and all applicable laws... 61.0.10.01 Payment Subsection 610.10.01 is amended by the addition of the following: "Compensation for costs associated with the removal, salvage and storage requirements of 610.07.05 shall be deemed to be included in the contract prices for those items requiring the work. Payment shall also include removal :and storage for use elsewhere in the contract of: (l) Decorative steel base mounted lighting pole {1) Decorative luminaire and bracket arm. SPECIAL PROVISIONS -TENDER ITEMS 24. CONTRACT NO. CL2007-20 SUPPLY CONTROL CABINET ASSEMBLY -ITEMS NO. E9 This Special Provision replaces OPSS 614 dated September 1984 in its entirety. CONSTRUCTION SPECIFICATION FOR THE INSTALLATION OF POWER SUPPLY EQUIPMENT TABLE OF CONTENTS Error! No table of contents entries found. 614.01 SCOPE 614.02 REFERENCES 614A3 DEFINITIONS -Not Used 614.04 SUBMISSION AND DESIGN REQUIREMENTS 614.05 MATERIALS 614.06 EQUIPMENT -Not Used 614.07 CONSTRUCTION ' 614.08 QUALITY ASSURANCE -Not Used 614.09 MEASUREMENT FOR PAYMENT 614.10 BASIS OF PAYMENT 614.01 SCOPE This specification covers the requirements for the installation of Distribution Assembly, and Supply Control Cabinet Assembly. The requirements of OPSS 601 shall apply to this work. 614.02 REFERENCES This specification refers to the following standards, specifications or publications: Ontario Provincial Standard Specifications, Construction: OPSS 601 Electrical Work -General OPSS 603 Underground Ducts OPSS 604 Cable Installation OPSS 609 Grounding .SPECIAL PROVISIONS -TENDER ITEMS 2g, CONTRACT NO. `CL2007-20 Ontario Provincial Standard Specifications, Material: OPSS 2414 Distribution Assembly -Single Phase and Three Phase OPSS 2480 Supply Conh•ol Cabinet Assembly OPSS 2485 Photoelectric Controllers Others: CSA Standard C 22.2 No. 211.2 -,1984, -Rigid PVC (Llnplasticized) Conduit 61.4.04 SUBMISSION AND DESIGN REQUIREMENTS The following information shall be submitted to the Contract Administrator: a. actual breakdown cost of Utility Work, such as `hook up', `transformation', etc. b. Utility company contact person's name, address and telephone number. 614.05 IVLATERIALS 614.D5.02 Supply Control Cabinet Assembly Supply control cabinet assemblies shall be according to OPSS 2480, February 1996, its amendment and the specific requirements as described below: Supply «A,> Supply `A' is an existing cabinet in an existing supply pedestal. The Contractor will supply and install additional circuit breakers for new~lighting circuits as follows: 1 40 Amp single pole breakers for the illumination circuits. 1 40 Amp single pole breaker as a spare. Supply `B' At Supply `f3' the Contractor shall supply and install equipment for the power supply on the service pole in accordance with the PowerSupply `B' Installation Detail on drawing E2 and as follows. Supply Control-Cabinet Assembly `B' shall be a load centre -Square `D' Model CQ018M100RB or approved equal complete with top and bottom entry hubs and lockable hasp. T'he Conh•actor shall supply circuit breakers at the supply location as follows: 1 2 pole- common trip circuit breaker, Square `D' Catalogue No. QOMl00VHL (100 Amp.). This shall be the main circuit breaker. 3 30 Amp singlepole breakers for the illumination circuits. 1 30 Amp single pole breaker as a spare. SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 26. The Contractor shall ensure that the Supply Control Cabinet Assemblies are "Service Entrance Ready" prior to installation. 614.05.03 Photoelectric Controllers Photoelectric controllers shall meet the requirements of OPSS 2485. 614.05.04 Cables and Cable Connectors Cables and cable connectors shall meet the requirements of section 604.05 of OPSS 604. 614.05.05 Grounding Materials Grounding materials shall meet the requirements of section 609.05 of OPSS 609. 614.05.06 Conduit and Fittings Rigid PVC conduit and fittings for the installation ofpole-mounted equipment shall meet the requirements of CSA Standard C 22.2 No. 211.2. 614.07 CONSTRUCTION 614.07.01 Distribution Assembly Equipment enclosures shall be installed squarely and symmetrically on the concrete pad. A neoprene gasket shall be attached squarely and symmetrically on the bottom channel of the enclosure prior to installation, with holes for mounting bolts drilled where necessary. Anchor bolts shall be secured in place in the locations shown in the manufacturer's instructions or where bolt holes have been provided. 614.07.02 Supply Control Cabinet Assembly Supply control cabinet assemblies shall be mounted securely on poles using stainless steel strapping. Rigid PVC conduit and fittings shall be installed on wood poles using PVC coated pip straps with galvanized tag screws at 1.5 m maximum centres. Installation on metal or concrete poles shall be done using stainless steel strapping at 1.5 m maximum centres. The conduit system shall be installed in straight lengths to follow the taper of the pole. Offset bends shall be used where required to avoid pole attachments and shall be kept free of kinks or scorch marks. Section 614.07.02 is amended by the addition of the following: The Contractor shall leave sufficient wire coiled, ducts, etc. for the Supply Authority to make final connections to secondary feed. The Contractor shall contact the Supply Authority two weeks before the power to the service is required and request a "Service Layout". The Contractor will meet the Supply Authority representative on site and coordinate the requirements to complete the services. SPECIAL PROVISIONS -TENDER ITEMS 27, CON`T'RACT NO. CL2407-24 At Supply Location `A' the Town of Clarington shall be contacted to gain access to the inside of the existing enclosure, Clarington Contact: Larry Postill -Operations Department, 905-263-2292 At Supply Location `I3', Ilydro One shall be contacted for coordination of the secondary connections. Hydro One I_~usrness Office:.. 1-(888) 871-3514 It will also be the Contractor's responsibility to obtain an "Inspection Clearance" from the Electrical Safety Association Inspection Department... The "Inspection Clearance" must be obtained at least 48 Hours in advance of the power tum on to ensure that the appropriate Supply Authority will receive it prior to turn on. 61.4.07.03 Cable and Fusc Cables, terminations and connections shall be installed in accordance with the requirements of OPSS 604. Service cables, from the point of service connection to the main disconnecting means shall meet the requirements of the Code. High voltage fuses shall be approved by the Supply Authority prior to installation. 614.07.04 Grounding All pad mounted equipment shall be grounded by means of ground wire jumpers connected between the equipment ground bus and the. exterior ground grind. Lighting arrestors shall have the ground cable connected securely to the,equipment ground bus. The neutral bus of the main disconnecting means or the secondary neutral terminal of the transformer shall be grounded. In supply control cabinet assemblies, the system ground wire and the service ground wire shall be connected to the neutral bus. All grounding work shall be carried out in accordance with the requirements of OPSS 609. 614.07.05 Photoelectric Controllers Photoelectric controllers shall be installed on poles with twist lock mounting adapters and brackets. ;3rackets shall be mounted on metal or concrete poles with stainless steel strapping or on wood poles with galvanized lagscrews.-,The,photo-conductive cell window shall be set to face in a northerly direction but away fi~om any nearby light sources. 61.4.07.06 Quality Control Pre-installation Testing and Inspection The Contractor shall inspect the power supply equipment to ensure that it meets the requirements of the contract. In particular, and without limiting the foregoing, the Contractor shall perform a visual inspection of all the power supply. equipment prior to its delivery. The Contractor shall inspect the following components to ensure that they meet the requirements of the contract: SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL200'1-20 General Appearance Insulation Transformers Wires and Connectors Labelling Switches Breakers Grounding Connections Grounding and Bonding Materials Enclosures Materials Cabinet Materials Doors and Latching Mechanisms Conduits and Tubings Any other components Proof of Performance Testing and Inspection Panelboards 28. Contactors Thermostats Exhaust Fans Barriers/Raceways Photoelectric Controllers The Contractor shall perform visual inspection on the installed power supply equipment, inspecting all components, as listed under Pre-installation Testing and Inspection. In addition, the Contractor shall perform Low Voltage System tests on wiring of the equipment in conformance to OPSS 604. The Contractor shall perform all tests on grounding of equipment in conformance to OPSS 609. The inspection, testing, and test results shall be witnessed by the Quality Verification Engineer. The Quality Verification Engineer shall issue a Certificate of Conformance that the work has been inspected and tested; and that the material and installation are in General Conformance with the requirements of the contract. 614.09 MEASUREMENT FOR PAYMENT 614.09.01 Actual Measurement Distribution Assemblies Snpply Control Cabinet Assemblies The unit of measurement is each. 614.09.02 .Plan Quantity Measurement Measurement is by Plan Quantity as may be revised by Adjusted Plan Quantity. The unit of measurement is each. 614.10 BASIS OF PAYMENT 614.10.01 Supply Control Cabinet Assemblies Payment at the contract price for the above tender item(s) shall be full compensation for all labour, equipment and materials required to do the work. -----------------00000------------------------ AMENDMENT TO OPSS 2414, FEBRUARY 1996 2414.04 SUBMISSION AND DESIGN REQUIREMENTS Section 2414.04 of OPSS 2414 is amended by the addition of the following subsection: SPECIAL PROVISIONS -TENDER ITEMS 29, COi~tTR4CT NO. CL2007-20 2414.04.02 Shop Drawings The shop drawings shall contain, at a minimum, the. following information: (a) plans, elevations, sections and details to show enclosure, structural details, equipment layout and mounting arrangement, anchor bolt locations and overall weight; (b) detailed bill of materials; (c) wiring diagrams; (d) details of equipment nameplates and notices. Each shop drawing shall bcar the seal and signature of an Engineer. The Contractor shall submit shop drawings to the Contract Adminish~ator. 2414.05 MATERIALS 2414.05.03 Thermoset Insulated Wires and Cables Subsection 2414.05.03 of OPSS 2414 is deieted~and replaced with the following: All interconnecting wines and cables shall be copper of insulation type RWU90 and shall conform to CSA C22.2#38, Sections ?414.08 and 2414.09 of OPSS 2414 are deleted in their entirety. Table 2, 't'otal Systems Ratings of OPSS 2414 is amended by changing the "Service Cable Size" for 150 KVA Distribution Assembly Rating, from "#2/0 AWG" to "#3/0 AWG". -------------------------00000-------------------___-- AMENDMLNT TO OPSS 2480. FEBRUARY 199b Section 2480.04 of OPSS 2480 is deleted and replace with the following: 2480.04 SUBMISSION AND DESIGN REQUIREMENTS 2480.04.01 Design T'he supply control cabinet assembly shall conform to the details shown in the Contract Documents. The complete assembly shall be "Service Entrance Ready".The complete assembly shall pass Electrical Safety Authority (ESA} equipment inspection, and shall be issued with an ESA label of approval. These approvals shall be obtained before the unit is shipped. 2480.04.02 Shop Drawings The shop drawings shall contain, a# a minimum, the following information: (a) dctailed dimensioned layout shop drawings including sections and details to show enclosure, equipmentlayout and mounting arrangement and exact weight; (b} detailed billof materials; (c) wiring diagrams; SPECIAL PROVISIONS -TENDER ITEMS CONTRACT NO. CL2007-20 (d) details of equipment nameplates. 30. Each shop drawing shall bear the seal and signature of an Engineer. The Contractor shall submit shop drawings to the Contract Administrator. 2480.05 MATERIALS 2480.05.01.01 General Clause 2480.05.01.01, paragraph (d) of OPSS 2480 is amended by the addition of the following: The barrier for the service cables must completely separate the cables from the branch circuit section; the barrier for the photoelectric controller cables must completely separate the cables from the service section. 2480.05.08 Panelboard Subsection 2480.05,08 of OPSS 2480 is amended in that the reference to CSA C22.2 No. 12 is changed to CSA 22.2 No. 0.12. 2480.07.02 Marldng Subsection 2480.07.02 of OPSS 2480 is deleted and replaced by the following: Each supply control cabinet shall have identification marking showing the assembler's name or trade mark, enclosure manufacturer's name or trade mark, the number OPSS 2480/SP614F01 and the date of manufacture. The marking shall be on acorrosion-resistant metal plate permanently attached with adhesive to the inside of the door, and be located in a highly visible location. The manufacturer must put the label "SERVICE ENTRANCE READY" on the dead front panel." Sections 2480.08 and 2480.09 of OPSS 2480 are deleted in their entirety. CONCRETE POLES, DIRECT BURIED IN EARTH -ITEM NO. E10 REINSTALL DECORATIVE STEEL POLES, BASE MOUNTED -ITEM NO. E11 615.05 MATERIALS 615.05.03 Poles Subsection 615.05.03 of OPSS 615 is deleted and replaced by the addition of the following: Decorative Concrete Poles: Decorative concrete poles shall be Town of Clarington standard, 20 ft. `Canterbury' direct buried as manufactured by Stresscrete, Catalogue Number KYH2O-G-E11 c/w 140-15/30, BA, FPH and 6' ball cap or appxoved equal. Banner arms, flower pot holders and ball caps shall be charcoal grey in colour as per Town of Clarington standard. Poles shall be round etched finish, colour -eclipse (no acrylic). SPECIAT PROyISIONS -TENDER ITEMS 31. CONTRACT NO.'CL2007-20 Round Class `13' Poles Concrete poles shall be 32.Sft, Class `B' direct buried poles as manufactured by Stresscrete, Catalogue Number 1-3?S-BPR-G or approved equal. Poles shall be round standard mold finish and are to be supplied with zinc alloy handhole covers and weatherproof pole caps. Decorative Steel Poles, Base Mounted Decorative steel poles to be re-installed .are from salvaged equipment as specified in the Contract Documents. CONCRETI! FOOTING IN.EARTH -ITEM NO. E12 Amendment to OPSS 616 datedNovexnber 2001 616.07 CONSTRUCTION 61.6.07.01.03 Anchorage Assemblies Section 616.07.01.03 is amended in that the first sentence of the second paragraph is deleted and replaced with the following:. Anchorage assembly of the size and type to match the existing pole base and existing bolt circle diameter, shall be accurately positioned in the pole footing. Section .616.07 is amended by the addition of the following sub-section: 616.07.06 Quality Control Pre-installation Testing and Inspection The contractor shallinspeet the anchorage assemblies, studs or bolts and connection components prior to installation to,ensure that they meet the requirements of the contract. 1'rogf of Performance Testing and Inspection The Contractor shall inspect the work to ensure that it complies with the requirements of the contract. In particular, and without limiting the foregoing, the Contractor shall inspect the work to ensure that all components are installed as indicated in the contract and that all footings and pads, including anchorage assemblies, are properly oriented and in working order. SPECIAL PROVISIONS -TENDER ITEMS 32. CONTRACT NO. CL2007-20 ROADWAY LiJMINAIRES AND BRACKET ASSEMBLIES AND REINSTALL DECORATIVE LUMINAIRE AND BRACKET ARM -ITEM NO. E13 617.05 MATERIALS 617.05.01 Luminaires Subsection 617.05.01 of OPSS 617 is deleted and replaced by the addition of the following: Decorative Luminaires Each decorative luminaire shall be a 100 Watt High Pressure Sodium complete with 100 Watt Auto- transformer or isolated secondary transformer type integral ballast for grounded systems, Type III Distribution. For 120 Volt operation per OPSS 2432, Photometric file No. King (flat glass) VL3HGFL3.ies or approved equal. King Lumnnaire Catalogue Number: K29-HGF-III-100(MOG)-HPS- 120-KPL 10-PBC-BK. The luminaire shall be complete with 100 Watt high pressure sodium lamp ANSI designation S54SB-100. Each luminaire shall be equipped with individual photoelectric controller and receptacle. Each decorative luminaire shall be equipped with a 2.4m aluminum truss arm, charcoal grey colour as per Town of Clarington standard. Cobrahead Luminaires Each luminaire shall be 250 Watt High Pressure Sodium complete with 150 Watt Auto-transformer or isolated secondary transformer type integral ballast for grounded systems, Type IIDistribution-Medium Cut-off. For 120 Volt operation per OPSS 2432, Photometric file No. Cooper OVF (flat glass) 766641.ies or approved equal. Cooper Catalogue Number: OVFI SSW22D, The luminaire shall be complete with 150 Watt high pressure sodium lamp ANSI designation S56SC-150. Each luminaire shall be equipped with individual photoelectric controller and receptacle. Each luminaire shall be equipped with a 2.4m aluminum single tapered elliptical bracket arm. Reinstalled Decorative Luminaires Luminaires and bracket assemblies to be re-installed are from salvaged equipment as specified in the Contract Documents All salvaged luminaries shall be cleaned and relamped following reinstallation. 617.05.03 Low Voltage Cables Subsection 617.05.03 of OPSS 617 is amended with the addition of the following: The conductors which connect the luminaire shall be RWU-90 cross link, #12 AWG. Include a one metre coil for connection to the luminaire. Section 617.05 of OPSS 617 is amended by the addition of the following subsections: z I I U w A IL a N STEVENS ROAD FROM CLARINGTON BLVD. TO REGIONAL ROAD 57; ARENA ENTRANCE FROM GARNETT B, RICKARD ARENA TO STEVENS ROAD; REG. RD. 57 FROM KING STREET/HWY. 2 TO ~ 65m NORTH OF STEVENS ROAD ~I KEY ib1AP ( ~~ engineer N.ts. hUG ~ 3 2pp7 I ICJ' I architect planner INDEX DWG. No. DRAWING CEBCRIPTION - TOLE PAGE - IN7EX STEVEMS ROAD IXTENSION 1 EXISTING GONDITIONS AND RENOVAIS -Eta. 0+940 i0 Ste. 1+1~)0 2 NEW CONSiIRUCTION-Sle. 0+94B TO Sta. 1N00 3 EXISTING CONDITIONS AND RENOVAlS - Ela. 1+100 i0 Sla. 1+280 4 NEW CONSTRUCTION-Sta. 1+10)70 Sta. 1x260 5 EXISTING CONDITIONS AND RENOVALS-Sta. 1+260 i0 Sta. 1+q?0 8 NEW CONSTRUCTION-Sla. 1+269 TO Ste. 1x420 7 ~ EXISTING CONDITIONS AND RENOVALS -Eta. 1+4201D Sta. 1+530 8 NEW CONSTRUCTION-Ste. 1+42J TO Ste. 1+580 ARENAENTRANCE (PROVISONAL) 9 EXISTING CONDITIONS AND REMOVALS 10 NEW CONSTRUCTION REGION4L ROAD 57 WIDENING 11 EXISTING CONDITIONS AND RENOVALS -Sta. 9+800 i0 Ste. 9+980 12 NEW CONS-RUCTION-Sta. 9+80)70 Sta. 9x960 13 EXISTING CONDITIONS AND RENOVAIS - Ste. 9+960 i0 Sle. 10+120 14 91960 TO Sla. 10+120 15 EXISTING CONDITIONS AND RENOVALS-Ste. 10+12070 Ste. 10x280 16 NEW CONS-RUCTION-Ste. 10+120 TO Sto.10+280 17 SEWER CHART AND T"PICAL SEOTIONS REGIONOF DURH4M SANITARY SEWE3 WORKS S4 S-EVENS ROAD-CLARINGTON BOULEVAFD TO 120n EASTERLY '~ ELECTFCAL Et ELECTRICAL LAYOUT AND REMOVALS E2 WRING DIA3RAM ANCTABLES e CI ~raTdll~,~ STE~ENS ROAD EXTENSION .e INDEX .m .~ek ~~12-29567 ~~ ,,. INDEX -EX IiOnn 4N -Ex ao5n~ __ ~_-_ ~~_ , $ ~£ - i9 J4 • i ~~ ~ ~~ .~+L ~`a;l~ li IOOmn-M __-__~t_ ~__ -E% 25+.m, . ~ EKE ~E 300 m `\\ - _ ~r_ '/~~/ 1 tEGENO w - INIT OP CONTRACT STA 0f9B) i _ -~~-- m+~a m..me.remnmm.>. ,~.... ~~ .. - . - ._. __~. _... i I-,-._ _.__ .,~ ~. . ,. _ F -..=.~ .o,,.~,.b .a.,~a~e a B.h1~ 100 ELEV. 1~?~ --.,ort sr o ro ae .ewo ~ m w 5 ~^p ww ~p^~ C mow[ e V usu r•a•~u tv 121 ® e „E CIc'IIlIlgI®Il STE\'ENS ROAD "~ EXTENSIOI. "~~'EXISTING CONOITDNS ANC REMOVALi ~ • ~ R X12-29661 4wwgt,E ~ w.. I ~ LFGEND ~ I f ~----~' e~ iii i I\~ ,~' 1 +~ UNIT OF CONTRACT i 5 g ~ ~ - ,m,.~ _ , 1,~ e~ : I Si0. weal m..a.~mmwe+a _q a mm _ '~ 'i ? ) ~I i I Tn °o! .~v'lq r.mamavamr~ Omm 'MA ~ „ uaciw m ~ i ~ ~~ I __.. . ,~' II ICI ~ ,,,, ._. -- ,....J ~ti r ,~ = °~ ~ ,... -~c -1 ----~-~ - ~ - - --- --_ ~- - - t~ -- ~'-~~ ~ ~ . I I ( ""~ 9 ~' s B.M~ ~100~ ELEV. 141 }?aFta i _____ __ a yia°A~ o - --- ---- --- mss, ~~~"~° " ~ 3 _ . ~ ,'~ it --- ~ # ~ ~~' a.~~a, ~ m, .._ "~ m ~ ` -- - - - - ~, I _ I a ~~~ ~ ""~~'~~~"° STEVEN ROAD ' _ 119 - a~ingto~ CI - - - „ STEbENS RO/D - - EXTENSION ® aawosm cw~ ~NEN/CONSTRVCTON ¢~mw. wa.~..cn ®awa M SE~n :lFNlt11.5 I 9TA OylOT031A 1~1q ~ 1 es ~ 1 s .~ ~ e. n ~ X12-29581 z W w.,.. a $ $ awe ~ 2, IEGENO vuw wars lrn.l _ $ .. . - _ _ _ -_",--- m:.a,,. r i ~ aucrox ~ as~e... _ - ~ B.M. ~OO~ELE`/. 1~°_x.184 a I ~' ~ l 3 ~M i~o}n~ R~191d/.L~~ Aw~sq -~ , , , ~~_.~ e ~ ,~ `-L ~ ~, ~ p '~ i _-~ -7 - ~ ~ _ ~ - _ -- - ;' '~ n -- --_. _ - - ---- - - - - - - - - -_ _ --- - - _ --- 'n s _ - ,a - - -- - -- _- - - - _- - - _ „a __ _ - - __ _- __ __ _ _ _ Cl ,,nc~I111gt0Il - __ _ __ y -- - _ -- - - - - STE~ENS ROAD a -_ -- _ _ - ._. - .__ _ __ __ - - _ O - - ~ ~ - ~- - - EXI'ENSI N a e _ conrmcr xo.c~ow~n ~ F~ ~EXIGTIf~G CON01TI9NS ANOftEMOVAlS R o. a c.. ~ 1p-29561 8 $ ~~~a~E M. 3 ._ . f - ~,~' - _ _ .--m - ~ ' ~. --~ flPlRij~~lt1~ ~ .. .~ - -' _ ~ .. ~ ism ~_q~sp _ ~~ _ ~ .~~ c~ ______- ----_---_----- -- ~~ ~' 9iW ~~ ~~~.~~ --- _'- ._ - ~ 0..i an . ~:. ^^ - __ _ _22~~I __ _ _ _bJI IJ .-__ _--___-_-- ]]5mn 51~u - xn 9ttWI1N ~ - fIDlSlhitTbH--- 3 I~ --~ ice„ v _ - an smtWesa _ -__ _-- ~. n\ ti ~ _ ~ o z ~ ~ ~ L=GEND -~. ~.. vaa~owm+n.,ewr..a `~'- ~mcwon ~ rt~mmn.ur ____rxmu~,«w.. B.M. 100 ELEV. 1^.7.184 ~ ~o ~ "ss$.e.~m~`~.. a ~ .~ "` ~ f a.a~~ ( ~ ,, ._-, ~ ~ -- ~~,< rS ~ 1 i ~ ' 1 ~ _ _ ~ .. - - - - - ---- ST'EVENS R . C~A~?._----. . .___:.~, _~°° !, -i ce _ -- ~-, ~. _ ~ , _ _ -- - - _. _ _ _ . _ n - - - -- - - „z ,~,~ ,~~ v.. ~ Tna.n Zi - _ 1z' - 11B ~ y. y .. n (lL~u~ll Ci _ _ _ - _ _ _ _- __ _ - e rr _ - - - - - w ~ - _ _ - -- _ _ _ __ - _ _ - - ~~- ~ ~~ __ - _ TE~ENS RO/.~ 7e _ _ - _ ~ ~ 1e EMENSION ~ ~ a a ~ - F : F PRO~o can~FSEo NEW CJNSTftUGTON ~Ha,H.s~ R ~ ha s 12-29661 ~~ N~ a3 : $ $cH0.uacE tee' - ,,.~ ~ 1_GEND- a d .. -. - e __-__--__ I - .d..~..4 ,ss , l-Q, ttas c{w - 1_ _ BEM. 500 ELEV. 112.79 9~ , .. ~,~a,~ ~ ~r- e w ~ ~ ~'~ __ czi °x a Y,4 ~c',~~~ ~ ~ ~!~ „I„ a p ,o.ozo a ~ ~'~~ `~rl,l<~I„ ~ ~ .-~,->~-_-fir. , ~ ~~ ~~ `~ ~H~NO~.9 _. n _ _ _- -- - - _-- - -- - - - - ---- ®o~ .~ na _ - _ __ - - _.. __- _ _ - _ Clarington _- . - - --- _ - - - - ~- _ - - „h '--' -'- L<cdln8 he {Yay as -' - -- _ - ~ - - - {w STEbENS ROAD _ -.. - _ .. _._ ._ _ _ _. . _ _ - _ _.. _ _. _ __ __ - EXTENSION ~ _ ~ _ _ _ a - ~EXISTIMa CONOITIJNS ANDREMOVALS ~. ~ w o+ ~ X12-28581 ~ i<N~,~E PM. Maw 5 ~ i < a i i 3 o ~~ ~ ________ ___________-_______ __-____________ _ ____--NNaE ion ~eN.W( __-_____________ _____ ________________________ ________ _______.__________ ___ __ _ ___ 15 1 ~ - ____ __~ _ ns"'T ~~ _______________ ____________ ~~_ __ __ _ __~__~~ ~~ ~ f _ __- _ _ _ ^ pion _ - - 1:, ® L . _ 0 ~.. - -- . __ _ - I t _ , I ` wN~ x EGEND xxa rrrmma:m~~amc crx ___ momwrtrcr~r .M. 50 i ELE`/. 112.79 ps o ~' w "x .oi kc~:~i vole sue' . ~ } w -. - - W= 1 -~ -~ `. ~ ~ -- _ ___ }} in.w, ~ - / ~ ,nn~ ~` STEVENS ROAD _ t- _ z s ~~ o ~ le ~ z~ _.'-~,_"SRO = ~- m oo~aN~ ,o - - _ z, - - - -- _ - -- - - - ,x ,,,~.r~. - - - - - -- _ .- ~w ~n..~ ... m,..~. - -- - - - - „1 _e .~,,., _ - - - C n - - _ - _ = _ „I Ia ,111, ~OIl -- - - - -- „~ ~. nb - - --- __ - _ .. -- _ - _ _ - .- _- - . - _ _ _ _ -- . --- - _ . . - ... - _ - - _ - _~ ~ - - - - T STEVENS ROAD _ _.~ ._ _ __ _ .- _- _ _ __ _ EMENSION na - - - _ _ ~ ~ - ~ F - - a m ~ _ = o re ~ NEW <ONSTftUC'ION µ,o~ m ~c 8 - ~ •E ~e d R S 'g ~e eg y sicrM INkATS~ cwwACe man ,„~ 12-29581 +ww G v §-~__ ~~ ~no9 8 60~~~6 _ -,. _-~ 11. F CbN~RA T.. ~ 1~~ ~~~~ F ~~ ~ > A ~ ~ n ~ y p ~ I V .__ .. _ _ I I ~ ~ ~ 900° ~ - - _ _- +, ~ ° r _ ~ - \ ~ a -.__ --- - _. _.- _ _ _ ._ /~ {_ -- \ ~ °°~* ~ t ~+ ~ '~ ~ % 7 ~ tt! 16.00 II I~ ~6.a6~,v~, ~~„ ~ STEVENS R®AD LEGEND ~(® ~ ~.,e...~,k t3.M~ 500 E E 112.79 ~~~a ~ o va°~a~f. Clarngton STEVNS ROPD EX'ENSION avr6.>;rno. aawr "EXISTIN3 CONDITIONS ANDREMOVAL: P .. ~ ~ ~o. m~. ~ ~t 2-29561 !{j d ~ I , ~I~I'1llIl Isod.nAWe IVaI STEVENS ROAD EMENSION _ ~~NEW WNSTRUCiION L zI~ ~ . ~ 1 __ n ~ sin X12-29581 ~ ~ g !,~ ~~ 2 ~- $ MI ~ %I u ` ~ FI ~lveai 1 ~ ~~ K1 0 ~ °°°`° ___~~a., I ~'I ~~ °~ _____-___ '~ STEVENS ROAD IEGEND ,+~zo~ ~ ~ ______ ~ ~~ , ,,. '. LIMIT.. OF CDN~R4CT ____~ ~a.,o. ~_ ~~ _ ~ ~ STA 10-14) I z ___________---- j I B.M` 500 ELEV. 112 II W ~ ® cmucna ~ i ~ .sax.i- , ... ~.. ~TM ~ s7:;;~~a o IZ~, ' j N ® ' ca..oa~ w,~,s I,rP.r. ,+oo I ~_ _____ - - i I ( _a.~ (~~~ I w~,ao~,~a~, ~II ~~ ,/lI 's_ . _ A ~~~~ - - - - - - - ®~ n< _ - _ - - - _ - - „ ,w.o.. ~_.~,_., - - - .~.p.~.~.._~a_o_ ~a ~ y3 - - - - - - _ ,~~ _ ..~e_~.__~..... - _ - = - -- -- -- -- - ~ri -- - _ __ ~ - Claringto~ _ _ _ _ _ _ _.. _,. _ _ _ _ _ _. ... _ _ ,= ~ L N ea 8 D ,s - --.. . .. _ -- - .. - _ __ _ _ „s STEVENS ROPD __ ._ ._ .. _. _._. __.. _ . _ . _ _. _ _ __ _._ _.. _ ..__ - __ - EX-ENSION s _ F s e R $ $ e ~ F <oxmxTNa, asoo~~a ~'E%ISTIN= CONDITIONS -- ANOREMOVAL: aElW ENittANCE RROVI6WfUy n cam .u ~n ~ ~L1~2-29561 $ ~ ~ B a g a ,ate _, 9 PuENio ow. 1 I ~' a L aj 1' i Y ~~~.~/ E ~ I uc, _ GENO ....- _ .. _~, ,~.,~~ ,(~ i mo,P~r ~ j LIMIT OF CONTRACT rD ~^~^ ~ ~ z, I ! +- _ P j ~ ~ ~ - B.M. SOQ ELEV. 12.79 ~~ ~ 6 z ~ ~ ~ I ~ a F ~ ; _ 1 ,, ~, ~t~ ~'z,°'6 __ _ wso ~'" ~ I 'i ~~~ ~ ' ~ ~ ~~ Nr~-E~NtRA~lCEoEw.w A \ L~ {,E' n ,.,,„~ I ~ ..o.~H.k.~~ ~ , Q~ ( ; , ~ ~ ~i~ \ I t I~ \ ' ' ~~ ~ ~ .. i I I t ~ 11 , ~-~---~ 1. ~ ~ i i ~ _ . wn o• .xna~r~a 1 PEFlPTOO<UWiN a ~O.6 - - __-_ - - - - _- 11t ,25 - _ _ -_ - - - - ___ IZ - 111 _, - _ Claringt~on - __ _ _ _ _ - - - - ,zo c.aemg x. war e - - - - - -. STE\'ENS ROAD - - ~ ~ -__ _.. _ _.._ - - ~ ?• ne ooseo wE sTwM 6ElYw. EMENSION coN.mc ..a NEW CJNSTRUCIION ¢ j IwSM SaE wflvVCS ryawvwN+y) ~ .m X12-29581 J ' vFn $ on ~ O it g g Y $ ~ b d 4 act b ,,,,` LIMIT OF CMTRACT it REGIONAL ROAD STEVENS ROAD EXIENSION ' # "` 'I '~~ LINIT OF CONTRACT STA 9 ~r ._.y~ ____~__~__~ - r- ~___~_ _ ._.. --, - sainE.v (tta.}~ ~ ~ "'~ ~ -- - - - -- - - -_ _r ~ ~ ~ T~....~, ~. T__1-____~_~ _ ,~ r ±~--_. -'----.. 1 Wit- , ~_ -i- LGEND REGIONAL r ~ via _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ > w~mrmw ~ B.M. 500 EL6 . 1'2.79 ~ /E P ---- e R _.._ \ ~ ___. _ ~u.~~.~ ,,, X15 lJl dlllJ.Ll~J1 114 "' a STE~ENS ROAD EX-ENSION a E co~~TwcrNO. cuwi.n ~NEVJ CONSTRUCTON fts 094~A oR0 ~D~l i n m X12-29561 jjj »,w j .w.ruoe ` .... ~ n ,. . ~ . a i O ~~------ ~ ~ ---- -~-~- - ,41 '~ ,p_-~- ~-'-~ ------- -----__--- - ------ ---- _ --- W -- .- _. - ~ -- -- ~FI 9 -- -' --- i3 - _ a F F~+q n --_.. o 5 .. __ __- _ ___ __ .. I - _ _ a y f j - y .. y~ ~> _o EGEND R ~~ ~~~ Bp.M. 500 ELEV. 112.79 &cGOr"uPOUCw~~dro Pta~~' Clarington STEVENS RORD EX-ENSIGN ~EXISTIM CONDITIONS ANDREMOVAL: sEws~Aosr~io~nT I ... ~., j R ~~14-29681 j 13~ ~ ^ ~ _T-- T~.r~.. 2 ~ r'` - I ~ ~ o ,~ EcENo ~ °~ X10 Is~` ~ aWi ~ r _%.\ ~ ~ ww„ -.~ m;~...~.. a= rrl ~. ,6tts2 -; Z+ ~ -= Y ^'~s- `J _. ~~._.,-- reF -_ ~~~-- s ~,. m.b.,e,„„~~ 9,a, ~t>w N - -- --- -----~wv~l„y.r -_._._ -- G ~ gym...,. ~"y3°°r ~ --- --t-- -------- eJ ~ ° ~~+B~ssM. 500 ~E{L~~E,,''ggV. 172.79 cU ~ , rt1 Wil uira .j ~iwl _ ~~' - ~4-_ p ..>x~ I ~ 'i ~` pN~=ao~~ ~ 1 NAL R AD ~57 ' ~ - ~.o.,..~~.<~.~ -_w,.w .__ , ~ ~ ~ ~ ~ `, ~~ , _ - ~ ~ i ~~ r-,--r --T -- ~~v~aN~.a „s 6~~NT° ~,a -._ _ - - - - _ - -- _ _e Nb _ _ _ ,,, IaCId1gC0Il - - - - -- - _ - - - - - Leadtnbehe Nay ~~ _ - - - - __ _ STE'/ENS ROAD a - --~ ' ~-~- - - - - - - - - - p E>TENSION - ,c - CTNo. CLMU-M - - '- ..o NEW CONSTRt1C(ION p '~ ff F, ff pwwspo RE^GIJ~oAO RO o-D A7 m m.. X12-28661 a % ~ $ a a g Na~E µ,. .. 14 $ I ~ o n d / / I °u rv ~ \11 ~ LEGEND .~ -µ ~ u - _- _ ~ -__- --_- - / ., / - ~ L N I 1-' m.,,. ~ , 1--ref--'_ --_ ,~ .. ~ O I I a ~ _ ~-< -- -- ~- - •~-- -__ - LIIMIT OF CONTRA;T. i a ~I o...or,.F,.o. "°"'°°"" = S.M. 500 ELEV. 112.79 C~~'$ dL' 'nfAiT. u E~ ~' ~ I$ i kE 7u vu7is orA n ~ __--___.___--_______ I I _ - - _ ~ y I $ _ ~T _ moo. ~ I -_ _ ~ ~ I, / .....E __ -- a. _~ _._~~"`_~~ -.,_ ---_c;_ - f- _ a,C ~ ~ \ ! /~/ ~~ ~RN.w~ - ~ ••~_ _ . I ~ ~ II _ '_- ~\ - - __ _ - __ - 6 t2 119 - - _ _ _ _ _ _ _._ - ._ - _ _ _ __ _ -_- _ - _ __ __ - 7n *~ i1 - ®Yf7 _ ~ MV 118 - - - _ _ - - __ _ ___ - _ :.-- - _.- - .__ ._ d6 r aan ~ 115 __ _ - - Cl i - - - - - - --- _ - - _ __ -_ _ _ _- _ „s ar n~~ Lea6~r8 rha lYay STEVENS ROAD _ _ _ -_ _ _ _ _ _- _ - p~ IXTENSICN ~ 3 ~ CONAACTNa CL2ov-zo "•'EXISlIN6 CONDITIONS AND REMOVp-5 REaC~ONo TORO~~o -~. ---~ M°• °.. X12-29581 .. a a s a a ~ ~ $ $ $ ~~ ~ 15; a a a , Nh~E ~ ~ --__ -__-__-' _ .--- --- -- ~1'~ E f :a - ---- --" - -- ----- ------ ~ ~ ___-------------_ -__------ rursmuciax ___ ~ % 'I _ - - j LidlT OF CONTRACT ~~~I sr. lwzso ~ ::_ - t~ ~ _ _=~- -~-~ ' i ~" ~ 1 r r N < i ; I _ o = E GEND _ _~~ ~, ~~.~ .M. 500 EL~~E~V[. 112.79 ~s sm°~~a~°°Nr7i&"m ~i°uT.. ~~"w raua°1~nau. ' 5 S ~ -__---___-__--_________________---_-_-__-_ ; _____---__- ~ - ~. ._-_ - _ -~ a _. . -~.~-'~-' ~~ --_-------__-~y--__---j ~ I n ~^ __ ~~ ~ ~ E ' ~ _ c a ~ i5k~ srtN1 _ _ - _ _ - - _ __ _ _ _ _ - _ __ __ _ - _ _ _ __ _ - - of -_ - - - - - __ - -_- - -- - __ - _ - __ _ - tM _ _ - -- - -_ __ _ -- - _ ® {fin 'IB - -- 118 _ _- _ - - _ _ __ . . "e __ - ___ _ _ __ -- __ _ __ ___ _ Claringto~ "s - _. - __ _ - -. _ _ _ - _ _ -_ _ - - s y - S O D "' - - - - - - - - _ _ ' STE~EN R A EXTENSION a a ~ ~ w~ NEW C~NSTRUCTON REGIONAL ROAD6] R uce~ X Pm.. 12-29561 .~~ a a b a s ~ a ~ ""~E ...~ 16 PROPOSED SEWER STRUCTURE DATA LGCATIGN NI STATIpN G ~A SA~ERE RAE R EVATONS ~NER p ATA . n GRAZE MIST G1TLEf No. D No. SIZE TtPE R CR1GE IENG 250 LL tT.1J0 w IIG~]5 E OR]$ I6Na 2n1~3 i Ila]~t R __ H~6o _ 9I1 S,IQ V-'s I ~~.-amv~i omel~ ---- ]T~mr~u _utm _--~ -_ m.w rrrnrxawm I1®x?1=~ In onus) m R I-BStl aQl~7 S~E~NS ROAD EXTFNSIONROAD EXTENSION ~~ ^s ~,w m,.. ~~ ..Poo ^~ s. _1 ~~ I..Po.:I i ~I P~ -__-_ _____ ______ -~ r _ _______ ~, _ _ -~ ..,~.. _ _ .._ T _~:~__ ~` i ~_, ~T m REGIONAL RC4DREGIONAL 57~UENING ~ _ rx.m ~w+wr~ mm wm -a I n~? mwaemii r ,!!-~L:__~?1 ~ ter omvsl Fd.T ....-....-.._,....,, au.uw as _ m.,. Y(ESt C.1„Poaringto~ STE~ENS R060 EXiENS10N ~N,R,~TNap~o,.b ~~ SEW E2 CHART AND TYPICAL SECTIONS 17 I 7 , ' IEGENC I ~~ I 0 ~ VJ F I r I :ll '1 ' -.;~ i UMIT CONERACT I STS 0498) j ~ I ~ 1 I 1 i I I 6 i t ~ i 1 .v ,i ~ .... ~ * A i _.. - _ _ - ~= I T 7 ~~ ~'-'~~-~.- a on ,I _ I I 41 ~ , , ,. !~'~ LL --.__ ._-- =_ ~ ~ o ~ Z I~`~~ I ~ ~I~ I la ~ ~ I I o.om :) I ~ _ f _ f ~--- _ ~w.mw ~wrs c>'a.l owss P.o~ . srn __~ v ewowc-' ~---' STEVENS ROAf~ M F C N R C ow ax h1 1 0 E E 21 18 Iz sT . _ '~. _ . 24 e z emca Eox mrorn a ~ a ~ E __ - _ _ - _ - _ _ _ __ 51 _ z @0 N~rcc rogio m x N°m° n' 0. i e m rt ca `o- ~ YMllAf 22008 I ~__ __ _ __ 118 w uaamrr if w - 116 THE F.EGIONAL NUNICIPAUTY fey ^ sf ourrlAM oP o r. r re.s n. ~ r so amn , or al Pvc sw rtar r o o.w x tt Ass P BEDD INO ~ R ~ ~ oFrmuExr ~ a~rtrvt MCI p1ry E GF IUUZE ~~ I f L~zeNpV~~,~ SEIEVATi(N6 STEVENS P,OAD E):TENSION i FROA CWRINGT0~I NB W STO EI20m EASIFALY m' a UF _ CtARIN4RO9 (BOWI.WNLLE) ~ R ~ CONSf QION cNaNASE .nrev S ' ~ _I CL2007 ?0 I aP I 1EGEdQ ° ~~~` m ~' ~ ~ Z • Pp1xR AVo Q ~ ~®a m ' ~ ~~ z g I w~.g vxmocn~ ao ~ ~ © ~~ ~ m a ~.~. ro ~I•. ~`_ a : ~~ a i'UTIRE STE4Ed5 - ~ + ROA9 EXTENSION ~xsuu,.,xxw~s.aowww.a- ~f'- ~ ~v' ~ REIAOyALS Z ~_ STEVENS~ROA EXrEN I ~ ~~ nay O ..~-~-~ ~ ~~-~_''~ ~ M~~`~o O i i~ i Io '$ -' 1EV EXTENSION - ',•, ~ II ~ ~~'311•m ...•p ~'-" - - _ _ umae ~ ~ PT-«/ mm ~ -`~-_-_ a.~, STEVENS ROAD EXTEP610N ~4 ~ ~Q .~ '."~,-..,~~~` E l+ /+ ..~ ~¢ canvcraaom-:n S ELECTRICAL LAYOUT ' ~Q' \\ O - ~ & ftEMNALS \ ~ II ~ L~ _ ~ tr I ISI I ~S ~ .~..o..a..o . <>....,..~ e. Frt ...,.. w iw rm~ ua:rv~ ~ rm .. I e r /' N ~ IXISN)G SUPPLY CONTROL CABNET ASBEMOIY 'A'. 12GV BUPIIY CON)RGL CABINET ASStMBLY 'B', I:OV ~ ~, 1\ ' ~ Ua~ioWS1 (q : a lq f a Iq I rylos)(q p.r t yxiwq (aissq rm zE I Etisr, uar>.c munr %~ )V • IN LOAUIN6 Tffi£, 9111AS .OSSES NK ffFN WCIVDEO lS rOLLAWS: & a LNOWO VR~, BW,~ST ta56 IuVE 9EEx WcWOm /.S iMLW/5: IAUP IN lVNa14IXF BAN~T LQ4: 'b+'• IEl L4P IN IUNWn~: NNA IDSS: i ~ i~ l5W im Q E r;, m'zsi . r loow uw 150W 15W w 1 ~ I~ m tel B xere t ® ~ ® { ~-, TV - i ~° i~ i ~ ~ 2 ip~ I b ~~ ~ _ ,~.,~~. °L ~ t~l"~ LEGEND ~~~ vxalora.VO wmt ~/9e 99m OwE BUP tt~C0xp3]E ~~ ~1V+1 ro canccTf m >t'IM TG ~m :~Irnu U rtn xrw uamw artvR. Aro. b J -:~~a ~>= x >~ w~ Ib ~ ~ CONCRETE BASE DETAIL FOR RELOCATD ROADWAYSLIGHTING STANDARD 'Pi' ve~c ~~~ II uFwl swnv IX 8 caumcx ~".` ~ i .K m~.ur v~nff a m r ~~ T ommc m~ • ~'°~ POWEF SUPPLY 'B' uu,unxe ~x>ss INSTALUTION OETNI g f,..^Um..rq` Yhµ~q ~~P ®o^Y fl s „bsr~IllIlgtOIl STEVENS ROAO EXTE1510N WIRING DIAGR\M 8 TABLP R~,Y 'gym ~ ~.._" ~---a~ (...a) (a.) (°`_--, \~=, 2 R AMOLV WIRING DIAGRAM NCT k A556UTE0 WIRIN( CHART HAMHOLE R)ENrFlCATION TABI". DIREC IBURIm m IDD16rW~NAmL &RE m WIPIb W DULT (m) WWDNOtE IOGTIDN (m - - 1-IDMm1 ib LV-LGT Ib IGPD NUBBE¢. ROGDMAY STATIDN ~PYDYAY iRE YPE S P E DIAL PRO VISIONS -TENDER ITEMS 33. CON'1 RACT NO. CL2007-20 617.05.11 Disclaimer 1'he Contractor must make such independent investigations and inquiries of the luminaire suppliers, as it deems necessary, to satisfy itself as to the quality, quantity and timeliness of delivery of luminaires required. by the Contract, and to ensure that all material supplied by the Contractor satisfies the specific requirements of this Contract. If the luminaire supplier(s). is unable to deliver the luminaires required by the Contract in a timely manner; the Contractor shall only. seek its damages from the supplier(s). 617.05.12 Marking A permanent label shall be provided and attached to the interior of the luminaire indicating the manufacturer's name or trademark, catalogue number, date of manufacture, photometric curve number and the ANSUIES photometric classification and distribution type, the suitable supply voltage and frequency, the lamp.type, the lamp wattage and the nominal operating voltage of the lamp so that it is clearly visible during maintenance operations. A label including a wiring diagram shall be attached to each ballast showing the ballast schematic wiring diagram and shall bevisible~during maintenance operations. Foi- asymmetrical luminaires with adjustable optical systems, an externally embossed identification mark shall be located in line with the horizontal axis of the lamp. PART `F': GENERAL ITEMS SUPPLY AND MAINTAIN FIELD OFFICE -ITEM NO. F1 Under this Item the Contractorshall supply and maintain a field office for the sole use of the Contract Adminisri~ator as :described in Clause 16 of the Special.Provisions -General. Payment shall be made at 50% on the first Payment Certificate and the 50% balance will be paid on the Payment Certificate following issuance of the Certificate of Substantial Performance. lOtOBILIZATION AND DEMOBILIZATION -ITEM NO. F2 Reference: RMDSS, Section 01001 The contr act pacestated in the Tender Form for this Item shall be compensation for the following: .1 Security protection of the Contractor's office, plant and sorted materials during the course of the Contract. .2 Moving onto the site and setting up the Contractor's office, storage facilities, plant, etc. .3 Providing_all .necessary access to the project including haul roads as required and the restoration of the surfaces to their original condition after the haul roads are removed. SPECIAL PROVISIONS -TENDER ITEMS 34. CONTRACT NO. CL2007-20 Moving off the site and removal of the Contractor's office, storage facilities, plant, etc. Payment will be made as follows: 50% of the lump sum stated in the Tender Form for this Item will be paid on the first Payment Certificate; and, the 50% balance will be paid on the Payment Certificate following issuance of the Certificate of Substantial Performance. BONDS, INSURANCE AND MAINTENANCE SECURITY -ITEM NO. F3 Reference: RMDSS, Section 01001 Include: .1 100% Performance and Guaranteed Maintenance Bond for 24 months. .2 100% Labour and Materials Payment Bond. .3 Liability Insurance based on the Contract Price. 100% payment of this Item shall be made on the first Payment Certificate. PART `G': PRICE ADJUSTMENT -ASPHALT CEMENT ASPHALT CEMENT PRICE ADJUSTMENT -ITEM NO. Gl Payment shall be made under this Item for payment adjustment for asphalt cement placed in the Contract in accordance with Clause No. 28 of the Special Provisions -General. CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-20 DESIGN GUIDELINES SECTION 900 INSPECTION/CONSTRUCTION SECTION900 INSPECTION 14fATEl~°IALSANDCONSTRUCTIO 1~ 3f 1.4 GENERAL i 1.41 These guidelines are to be usod in conjutxtioa wiW 11~ conditions se! out in We Subdivision Agteetnent, in patp~l~ Schedule "I"--Duties of Ownet's F.ng'inar and Schedule "t"--Regulations foc Construction, 1.02 The 4wrter's Consulting Engineer shall provide full-time inspection and sttpuvisioa of ~ all Works. 1.03 The Consulting Engineer shall take extensive prnconstruction photos of swroumding lands, and shall provide dated/described copies of such photographs to the Municipality. i 1.04 Construction sites are to be maintained to prevent unnecessary ponding of water. 1.05 Prior to requesting the inspections (or re-inspections) from the Municipality, the j Consulting Engineer shall verify the proper completion of the Works, and submit a written request. 1.06 Alt equipment, materials and methods involved in trench backfill, filling, granulars, concrete and asphalt shall be monitored and Certified as .acceptable by the owner's Geoteclurical Enguicer (see attached form}. 'Unless noted otherwise, the term "compacted" shall mean 9S°/. Standard Proctor or higher (native materials) and 98% Standard Proctor or ~~~' (granular materials). Such certification shall be in a form acceptable to the Director and shall include a4 supporting documentation and test results. Mix designs for concrete and asphalt shall be obtained and approved by the Ceotechnicat Engineer. The Geotechnical Engineei shall ensure that the type, frequency, location and results of all tests is sufficient to ensure certification. Fut~hermore, the Geoteclurical Engineer shall e~rsure all results for a given stage of construction are acceptable prior to commencing the next stage of construction. 2.0 STORM SEWERS 2.01 All materials shall be visually inspected by the Consulting Engineer upon delivery, to ensure conformity with specifications and the approved engineering drawings, and to ensure any damaged/subsiandard material is marked and removed from the site immediately. 2.02 Installation of storm sewers shall be continually monitored for adherence to proper bedding; pipe laying, backfitling and compaction procedures. All storm sewers, catchbasins and manholes shall be constructed true to line and grade. Street catchbasins are to be installed in precise alignment with curb lines, and no tolerances will be permitted. Rear yard catchbasins shall be accurately surveyed and verified by the Consulting Engineer for correct location prior to the issuance of a Certificate of Completion. The precast tops of manholes and catchbasins shall be checked for excess brickwork prior to roadbuilding. INSPECTION, TE COIYS'T~tUCT741K--37 2.03 Trench widths be kept at a minimum, while mechanical compaction. A!1 trenching must adhere to M ist~ry of Labour t6s to enable resquieemeuts. 2.04 Manholes arc to be backfiiied with cotupactcd outside face of the structure. ~' extesadtng mta. l.0 m tS+om the (Catchbasins min. 3!~ from the face of the sttudure). 2.05 House connections shall extend l.5 m into the lots and be plugged with approved removable plugs. Bedding shall be as per approved standard drawing. Tees shall be pre- manufacturod fa pipes 454nun diameter and smaller corod (on site) if 525mm diameter or largo, and shag be secure and watertight. The lava-t of all tees shall be located above the springline of the sewer main and shall be a minimum of ti0pmm from the nearest adjacent tee or joint, unless approved otheravise. 2.06 Concrete pipes into%ut of manholes shall be concrete cradled precisely to the first joint 2.07 All storm sewers, including street and rear yard catchbasin leads (and individual service laterals where directed), shall be inspected using approved hi equipment and rocedures. The . ~ q~rtY video recording P mspecGon shall be carried out in a manner acceptable to the Municipality and all video tapes shalt be submitted to the Municipality for review and Permanent storage. Video re-inspections may also be requested. 2.08 InSiifration shah act be permitted into the storm sewer system. All leaks shall be investigated to determine Ureir source and shall be comeeted to the satisfaction of the Municipality, 2-09 Pipes which have failed in any manner, including cracking (0.3nun design loading cracks excepted), exposed reinforcing or other defects, shall lse removed and replaced to the satisfaction of the Director. No repairs shall be undertaken without the consent and the direct supervision of the Municipality. 3.0 BACK]FII,LING CRAD[lYG AND GRANULAR ROAD BASE 3.0 t Backlill containing organic or frozen material, or excessively moist material which cannot support conventional compaction equipment, shall be deemed unsuitable and shay not be used. The initial li ft of native backfill shall not exceed 1.0 m in depth above the compacted sand cover over the storm sewer and each additional lift shall be placed in layers not exceeding 300mm loose measurement (unless pre-authorized by the Geotecluricai Engineer). Each lift shall be compacted until it has achieved the specified density before any additional lilts are placed. 3.02 Backfilling operations shah follow pipe installation as closely as possible and be limited to 75 metres of open trench maximum. INSPECTION, MATERIALS AND CONSTRUCTION-38 3.03 The Gwtechnical Engineer shall docuarertt all tests, including failures and rdests, in sequential order', continuously throughout the project. A copy of all test results shall be kept at the site trailer, in addition to providing daily plotting of all test results on the plan and profile drawings.. 3.04 The Consulting gngineet shall ensuBC that the subgra-de is tine width, and that the minimum 3•/. crossfall is consisteuti mraded to the correct: ton 'tudinal ruts y ~°~~' ~~ °O gr pcxmitted. The Geotechnical F,ttgineet shall employ appropriate testing measures to assess the suitability of the subgradc, including proof-Bolling, and slop make appropriate recouunendations to the Consulting Bnginecr and Municipality. Whanever possible, localized soft areas in the subgrade shall be rcplactd with suitable native material, not granular material. When additional grauulaBS must bt used, they should be considered on a street 6y street basis. Subdrains must then be lowered accordingly, and i 0:1 frost tapers must be provided. ~ 3.05 Subdrains shall be installed Duly after the subgrade has been proof-rolled and the road j structure has been finalized. Subdrains shall be installed true to line and grade, in a trench condition, and shall be backfilled with approved granular material having aggregates not exceeding 19nur. All subdrains shat! be supplied with a filter sock. 3.06 The Geotechnical Engineer shall confirm (in a form acceptable to the Municipality) the . acceptability of each stage of roadbuiiding prior to subsequent stages corunenciag. ~ Subsegaent stages oC road construction shall not proceed without approval from ' Municipal staff: i 3.07 After base curbs are installed, all Granular B must be regraded and verified by Municipal staff prier to placing Granular A. (Any Granular A placed prior to base curbs shall be considered Granular B). ~ 3.08 Granular material shall be tested in accordance with the latest O.P.S.S. s pecrficattons. Matenal shall be tested at the pit and also as it arrive$ on site. Material not conforming to the specifications shall be rejected and removed fiom site. 4.0 CONCRETE WORKS 4.01 Concrete to be supplied by M.T_0. approved sources only. Aft concrete shall be monitored and all applicable tests (compressive strength, slump, air entrainment, e1c.) shall be carried out by the Geotechnical Engineer as specified in accordance with the applicable OPSS and ASTM specifications. Any material not meeting specifications shalt be rejected immediately. i 4.02 All concrete to be placed as per the Municipality's Standard Drawings. Contraction joints j shall be in accordance with the Municipality's standard drawings and shall be completed . as early as praciicai and before any initial cracking occurs. Large cracks or several INSPECTION, MATERIALS' COIYSUCTl01V ~9 smaller cracks betwear contraction joints in curbs will roquire t+prtoval and roplacement of that section of pub. Sidewalks with distinq cracks Hilt also ~~ tcpla~raa~. 4.03 Cunng shag be genetntrsiy applied !o all of ambient t e~o~ corrcrete surfaces, rcgardles~s errrpt~aturrs or seavon, between 1 and 2 hours of 6uushing. 4.44 All curbs to be phticod using approved curb machines, Eaccess curb machine plareement shall be ro conerde formed during p raptly trimmed and ranoved prior to selling. The minimum length of curb to be rprroved and rrpiaced shall be 1.5 m. No concrete patch repairs shall be permitted. 4.45 Prior to placement of lop curb, base curb shall be cleaned and then inspected by Municipal stafT: Base curb and stimrps shall be repaired and/or r+eplaccd as directed. 4•~ The depth of top curb at the edge of pavement shall not be less than 100mm and shall be continually verified by the Consulting Engineer. 4.07 Irrnrtrediately prior to the placement of top curb or sidewallc, the existing surface shall be dampened wiW water to prevent leaching of moislune from the tiesh concrete. 4.08 Driveways to be as per approved house siting plans, with minimum widths of 4.6m for single detached homes. 5.0 ASPHALT PAVF,117~tYT 5.01 All asphalt pavement materials shall be supplied by MTO approved sounrxs, in accordance with OPSS 3i0, 1003 and 11.50 (latest revisions Ihereo~. Marshalllextraction/density tests shall be carried out by the Geotechnical Engineer in accordance with OPSS and relating to the approved mix design. Note: Provincial and Municipal projects differ with respect to contract administration, paving pcoject sizes, Quality ControUQuality Assurance procedures and testing frequencies. As such, several OPSS specifications are not appropriate for Municipal use and shall not apply, as , determined in the sole discretion of the Director_ Since current testing methods do not enable ongoing monitoring (and therefore corrective action) of the asphalt, the onus shall be on the asphalt suppliers and contractors to ensure, through their own Quality Control methods, that their product meets the basic standards with no exceptions for `borderline' tesi results permitted. Any reference to `borderline' or to taking `immediate corrective action' based on notification of laboratory test results shall be deleted and the product deemed unacceptable. Ie_ OPSS D~ 10.08.04.02 which permits air voids beyond acceptable limits, provided the contractor takes `immediate corrective action' shall not apply. Unacceptable work shall be immediately removed. Financial compensation using MTO formulas (to olTsei service life reduction in borderline work) may be considered, at the sole discretion of the Director, provided such amount is calculated by the Consulting Engineer, and all parties are in agreement. INSPECTION, MATERIAL,S,411rD CONSTRpCTION-40 i 5.02 Prior to placing swfacc asphalt, base ~ralt shaft be ~v~ clean of aU dirt, debris and dust. Arras of base asphalt shag be rertwved and sawcut at all ~~ ~ ~~ ~8 a vertical ms's. The use of a Geo-Grid a appr+ovod cquivalart stay also be directed by the Municipality. Low areas shall be paddod to ensure a surface mat of uniform tlrickrress. 5.03 -Each manhole is to be precisely raised to final grade, and veafied by the Developer's ~ Consulting Engitka and Municipal staff: . 5.04 Tack coat shall be applied just prior to surface paving operations and shall be allowed to dry until it is in a proper condition of tackiness. The length of roadway prepared shalt be limited to the immediate paving section, to reduce tracking. It shall be event the rate of 0.41itres/sq. m taking care not to spray curbs, sidewalks or say ocher adjacent ', surfaces. S.OS Driveway paving shall be fully inspected and verified for depths of stone and asphalt, and the compaction thereof, and ensuring that asphalt is at a sufficient temperatwe for piaeeruent. HL3A (i~,31~ will not be permitted, except in special cases with the approval of the Director. Crowning or rounding of the limestone will not be permitted. Materials testing may be required for driveway apron gravel and asphalt, as directed. ti.0 TOPSOti„ SODDING AND SEEDING 6.O1 All azeas requiring sod shall fuss be fine then prepared with 100mm of ood uaG ~to~ urspected by the Consulting Engineer, g q ty psoil. Topsoil and sodding~shail meet the requirements of OPSS 574 and 571, in addition to meeting any additional requirements set out in these specifications. Boulevards shall have 2% positive drainage toward the curb and shall be fully sodded, except in areas covered by driveway aprons or sidewalk. 6.02 All topsoil shall be free Gom native till or clay, roots, vegetation, weeds or debris, stones acrd clods over 54nun in diameter. Imported topsoil, if required, shall be fertile, loamy, screened material ofa quality~acceptabie to the Director (containing approximately 4% ~ organic matter for clay barns and 2% minimum organic matter for sandy looms with acidity range of 6.0 PH). Topsoil infested by the seeds of noxious weeds will not be acceptable. 6.03 All sod shall meet the requirements of Ontario Sod Grower's Association No. 1 Bluegrass Fescue Nursery sod. The sod shall be taken from good loamy soil and shall be healthy, well permeated with roots, have uniform texture and appearance and be free from weeds. Sod must be laid within thirty-six (36) hours oC being cut. Care must be takers during its transportation and placement to prevent any drying out. Sod shall match flush with al! adjacent surfaces and shall have no open gaps, overlapping edges or uneven joints. Where adjacent or fronting lands have already been sodded, care must be taken to ensure INSPECTION, ~1dATERI~lL.S'A1YP CONS?'RUCTlO1~--~1 i drainage is maintained and a smooth transition is achieved On sl sod shall be staked as r'egtw+ed. open 3: t and steeper, 6.04 Laid sod shall be unmediateiy roiled to commence immediately daereafter and produce as even surface and watering shall are well established and shall continue oa a regular basis rmtil healthy roots removed and P~anart. If sod fails to establish i~nodiately, it shall be tlunu con . mi-~. No attempt sha11 be made to hY to re-establish weaiddead sod gh tumal watering, unless specific permission is entire work steal! be done in a thorou gaated by the Diredor. The professional in 2~Y worlatnanlikc manner with an even snnface, and ~~- ~Y sod deemed unlit by the Director shall be ' removed firm site and replaced.. In this rmmodiatcly to communicate with residents regarding heat~it 0 f the best ~d~ °~ ~° ~dor 6.05 y Where approved by the Muaicipality, hydraulic seed' provided that it confomrs to the Ontario Provincial Standard g ulching may be performed pecification No. 572. CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-20 STANDARD DRAWINGS P:\i2-29561-02\SpecslStandDraw,doc PAGE ONE STANDARD DRAWINGS CONTRACT NO. CL2007-20 STANDARD NO. C - 101 104 105 108 109 113 301 302 305 307 311 401 OPSD- 216.021 219.110 219.180 351,010 400.010 600,020 608.010 701.010 701,021 704,010 971.101 2000.010 2001.010 2001.020 2001.030 2001.080 2001.090 2101.01 2103.02 2103.05 2103.06 2112.01 2123,03 2210.020 2220.01 2250.01 2255.010 2420.01 2421.010 DESCRIPTION 1200 mm PRECAST CONCRETE MANHOLE SINGLE CATCH BASIN DOUBLE CATCH BASIN STORM SEWER TRENCH BEDDING PVC STREET CATCHBASIN CONNECTION ROUND MANHOLE FRAME AND COVER PERFORATED PLASTIC SUBDRAINS STANDARD CURB AND GUTTER CURB AND GUTTER DETAIL AT CATCHBASIN CONCRETE SIDEWALK SURFACE PAVEMENT JOINT TREATMENT STREET TERMINATION DETAIL, SUBDRAIN PIPE AND OUTLET DETAILS LIGHT DUTY SILT FENCE BARRIER STRAW BALE FLOW CHECK URBAN RESIDENTIAL ENTRANCE CAST IRON SQUARE FRAME WITH SQUARE OVERFLOW TYPE DISHED GRATE FOR CATCHBASINS CONCRETE SEMI-MOUNTABLE CURB AND WIDE GUTTER METHOD OF TERMINATION, CONCRETE CURB AND GUTTER 1200 mm DIA. PRECAST MAINTENANCE HOLE MAINTENANCE HOLE BENCHING AND PIPE OPENING DETAILS MAINTENANCE HOLE AND CATCHBASIN PRECAST ADJUSTMENT UNITS FENCE, HIGHWAY INSTALLATION ELECTRICAL ABBREVIATIONS AND SYMBOLS ELECTRICAL LEGEND I ELECTRICAL LEGEND II ELECTRICAL LEGEND III ELECTRICAL LEGEND VIII ELECTRICAL LEGEND IX DUCT INSTALLATION IN TRENCHES DUCT INSTALLATION PROFILES DUCT INSTALLATION AT UTILITY CROSSINGS AUGERING PITS FOR SUBSURFACE INSTALLATION OF DUCTS AND ENCASEMENTS ELECTRICAL HANDHOLE PRECAST CONCRETE WITH COVER, 300 mm DIA, ELECTRICAL HANDHOLES, ENTRY OF DIItECT BURIED AND ENCASED DUCTS INSTALLATION OF DIRECT BURIED POLES IN SLOPES POLE HANDHOLE LOCATIONS ALUMINUM TAPERED ELLIPTICAL BRACKETS ON METAL AND CONCRETE POLES, MOUNTING DETAILS POLE WIItING DIAGRAM, 120 V SYSTEM 1.8 m AND 2.4 m ALUMINUM TAPERED ELLIPTICAL BRACKET LAMP WATTAGE LABEL FOR LUMINAIIZE STANDARD DRAWINGS CONTRACT NO. CL2007-20 STANDARD NO. DESCRIPTION MTOD 2117.02 ELECTRICAL HANDHOLES 2250,020 TRUSS BRACKETS, MOUNTING DETAILS S - 401 SANITARY, STORM AND WATER (MA1N AND SERVICE) TRENCH BEDDING DETAILS 501 PAVEMENT JOINT TREATMENT 2. G -4 IN-LINE STORMCEPTOR, MODEL STC 1500 -.r'----FRAME ANO COVER AS PER C-113 ~` "'-"CONCRETE CM MIN. ONE AUNISTMENT UNn; MAX. 3OOmm MORTAR TOP AND BGTTOM ROwS Of~Y ,+ (MAIKIFAC111RER"5 SEALAtfi TAPE BETWEQI ROWS) 5; ; OUISIOE OF 8RlCi(MbRK TO RECENE TYfO j'; =•. N~OTTIOCATED ki RMDIYA~ ~ PRESS SEAL OR EQUNALENT •. ~ RUBBER GASKET (WATERTN#th :~ '~~ I ~ 1 30Mpa COtdCRE7E BENCy{M!G a' •. 75mnn OF 18mm CRUSHER RUN ! : • : _f_ ;.? .' . ' ~ ~ '~' .j POURED CONCRETE U~ SOU1~)CR0l~1ND • ; ~.~, ~.' ; ~. ~ ~. - :~ .' CRAO(E TO 1st JgNT 1460mm OIA. NOTES 1 All precast componen#s to be from approved suppliers. 2 Pipes must not enter at a manhole section joint. 3 Lift holes to be completely fiNed with mortar before backfilling. _ 4 Aluminum monhole step's as per OPSO 405.020. 5 Precast flat top design only os approved. PRECAST FLAT 6 For manhole depths greater than S.Om safety grates required. 'i'(~P 7 Max. spacing between safety grates is 4.5m. 8 For depths greater than 7.5m monhole to be custom designed. 9 For benching detail see OPSO 701.021 (use pipe dia. + 100mm for max hole size). 10 Compacted sand backfill within 1.Om of manhole. 11 Semi-cast manholes to be individually designed and approved. Aq dlm®nalon® aro In mllllmvtne unloaa olfiorvlaa noted. I-~u 'ci alit of Clarin on En ineerin Services De artnnent 1200mm PRECAST CONCRETE MANHOLE Af~ ~ C -101 GTCtI BASIN 1 840 5 a SECTION A-A 200mm S01 W/~LL PNC P . - ...i!{ER ft11N ..IMtESTONE (COAIPACiED) 111LLLJ~ 1 All precast components to be from approved suppliers. PLAN 2 Composted sand backfill within 0.3m of catch basin. 3 Refer to C-109 and C-305 for additional details. 4 Invert of sub-drain and the obvert of catch basin lead are tv be level. 5 Lift holes to be completley filled with mortar before backfiilin9. Aq dlmMtlont an In mlllimthr~ unless ofheewho ~o1~d. Mi121'lClp8~lt9 Of ~aI'lIIQ~Oh F.T01111RPt'tn0 .~''arvviin~aa nanwr4mnn+ SINGLE CATCH BASIN ~~ IYlMf10N /p. IILK~ION EWt~ C-104 SECTION B-8 e4o noo 115 610 115 115 S10 250 610 115 -A~fAFt is ~: :, t00mm PERFORATED 5>lt10RAM7S 1 _ ~ i ~~~ N ~ '~ I j 1 O ~ _ ~~ I ~" i _.• 2501iNn SOUO WAIT ; ~: .*`. `~ ~ 250nxn Sole WALL _., $ PVC PEE ,..: ' :i: •' y, ''' ~!, A.. '~ /:o-.. . f . ~ "r 150 ~ - ". ~~ :a ~ !~-:: SECTION A-A SECTION B-B 75mm OF 19mm pitt5lfER RUN lJ•,iES7DNE (COMPACTED) -~- PLAN 1 Ail precast components to be from approved suppliers. 2 Compacted sand backfill within 0.3m of catch basin. 3 Refer to C-109 and C-305 for additional details. 4 Invert of sub-drain and the obvert of catch basin lead are to be same elevation. 5 Lifting holes to be completiy filled with mortar before backfilling. All dlm.nolone an M mlplmrltw uOtass ofhawlae +~oimd. ' l~ 'ci alit of Clariia m E eerie Services De artment a Sao 1a. -n~oa a1~ DOUBLE CATCH BASIN ""~~t. ~ C - i OS i I COMPACTED SAND Sex sPo r ao0 •_...+':+ PIPE DWAETER COMPACTED 19 mm CRUSHER �' •..•.Y; _ ... RUN IMAC3TO 98% SPO ' N 7 ;M d CLASS B BEDDING � I i BEDDING AND CLEARANCE WME PIPE w (MIN) UP TO 1050 AND soo l I All dimensions an In millimetres unless otherwise noted. mu4icipajuty of Clarington Rnffino,*Ang Services De artment a�cclmo � I�raaml uo. i awsw�l ous I STORM SEWER TRENCH BEDDING AM ZW+ C-108 fdANUFACIUR£D SANDED P.V.G SlEE1rE {WATEFtilq(1') CATCH .~ `','` 8AS 1 N sots wAU ~.v.a - . y 300mm SIU~D C04ER COAiPAC(ED .'.: :: ..•. ;~ » ' • ' ~ ~, 7 ~ ~, .'4: .rte. ` .:1 v ~ i • .. ~ ~ ° _ :~' ~ . . I ' .~:.z1~ .• .~ .y ~ `~ STORM ` SEWER ~~ ~ ~ ~ 14mm CFtUSHEft RUN UAIESIONE 'iD . ~ ~~ roQ or ~, COMPAQTED to sax sPn -. . :. ~- f ~~ ~~ ..~ ~... . '• f.~ • ~ ~ T •.•;' ~ ~ ' NOTES 1 Pipe to enter cotch basin vt right angle 2 25Omrn dia. lead for double catch basin. 3 2OOmm dia. lead for single catch basin. All dimmnalons arm in mlllimmtne untmw ofhmrwhm notmd. M 'ei alit ai Clarin n E 'eerie Services De artment a~ P.V.C. STREET CATCH BASIN ~~ ~ CONNECTION C--109 uFT NotF p leo OOpGO OC]C1L>I~~C7 6 oaoaalnoo 6 aoaaaa ooaoo aaaaooa aoappoaoa a o ~-vE~ of coNSrnt~cnoN COVER PLAN 4.5mm MAX. 624 CLEARANCE 114 29 2929 21 III 49 67 676 16---~~-- 27- 613 SECTION 6-B rz NoTEs 1 Allowable tolerance for dimensions of 300mm or less is f 3mm. 2 Allowable tolerance for dimensions greater than 300mm and up to 900mm is f 6mm. 3 The name of the monufocturer is to be distinctly cast in raised letters. 4 The designotion "STORM" and year of construction are to be distinctly cast in raised letters. All dlrnan~lo~a an in mlltl-n~1n~ u~Nsa ofhKwfs~ ~otM. M 'ci alit of Clarin n En eerie Service>~ De artment a~ K~ No, ROUND MANHOLE »~ , AFL 2004 ~ FRAME AND COVER C-1 13 FRAME PLAN SECTION A-A cxxte ua curtER FIt~SI1ED 80U1Ey,4ftp I~ aKa.- .. • :: "::~ .., • . ;.r .. GfiANUIM 'K BA~t(Fll1 OR APPRaNED EWNPIENT 300 IOOmm CORRUGATED, SLOITFD PIASRC PIPE WRH f/VCIORY Nt5TAllEO FILTER FA9RlC. 150 t~OTE.~ 1 Subdrains are to run continuous on both sides of road. 2 All subdrains shell have sufficient grade to drain into catchbasin. 3 Subdrains are to be installed in a trench condition. 4 If additional depth road gronulars used subdrains must be lowered accordingly. 5 Proper connections are to be used when splicing sections together. ORNEIYAY per! 25 ~ ~~•~ 25 ., . r• ~~.r• ~ -•~ i~. ' ... ''25, ~ •.~ .. _ ' ~: .. . .~ ;. r ..• ' 1 '~ ~I :; ,.,. ., ~.~~ . "~~ ~ . ~ _ .. . I s~~ u~ ~ -~so (sae ~ .;--~! STANDARD CURB AND GUTTER Oft1VEWAY //'(/~./ ~ ~1 J "j './. tX_ ~,~: ASPFW.T •.~• ;.T. Y; . :, .~ ..: . ~:. . ~. e~. .,. :.~' .:~ BARRIER CURB NOTES 1 Concrete shall conform to OPSS specif;cations (30MPa, 77. ti .5% air). 2 Contraction joints every 3.Om (maximum). Saw-cuts to be 25% of total depth. 3 Curing compound is to be sprayed on within one hour of finishing. 4 Additional width required where curb is adjacent to sidewalk. AN dlm~-aloes an i~ mNNmNns ut-Hss othKwls~ noted. M 'ci alit of Claris n En eerin Services De artment a,~ eo. ~~ avwoa at-~ STANDARD CURB AND GUTTER "'"°'~, ~ ~ C-302 i ~. (. i A, s~ NaPE 2 -- - / / I '\ i I ~~ iA I Q i I i z I i f i _____~ PLAN C8 FWJdE TO BE CORRECTLY /J.ICtdEO MA1}I PRECAST (/ (~ ~ I I ~ I I ~ - -.. ----~- I I . t_- ----! ~~~~.c~ of POURING. ,~ «>~ ro ACCURATELY MfITH BASE CURB. 1.2m UUSi1AE?tr UNRS, ANN. Ot1E UNR, IMX 300rtttn #lORfAR POP ANO BOTTOM ROWS ONLY (MAtK/FACIUFtER'S SEALANT TAPE BETWEEN ROWS) SECTION A-A SECTION B-8 NOTES 1 For grate specifications see OPS~ 400.010. 2 Stage i -temporary asphpit filler around catch basin including full curb. 3 Stage II -remove asphalt filler and complete curb in one pour. All dtmetatona on In mHtlm~lroe unHa® athetwiao ootod, )~ ci alit of Clarin n En Bern Services De a.rtment o as A1ri10~ED ' CURB AND GUTTER DETAlL am "°~ tea, AT CATCH 8AS1N C-305 sNAPEO AREA OIRECn0t11LL. LINES: Mkt. 0.3m MART ANO 1.5m LOt1(` I ANXM.lI1M SPAllNC OF 30m BETWEEN E%PANSION JOIN15 AND. WHERE SIOEwAIX ABUfS ANY RIGID STRl1CTURE 0.75 PROPf7t1Y LINE ' 1.8 1~ CON k~FM DEP CRETE I .L RESSED CllRB-~~ CONiFAATiON JOklTS (TYP 1.5 0.75 W ~ 2X a 0 i a 30rtwn I SOnxn AT DRIVEWAYS COMPACTED NATIVE MATERIAL (SEE NOTES i ANO 2) t 1S 1 tll~s2 Use 100mm compacted granular 'A' if native material is deemed unacceptable by the Municipality. 2 Subgrade material to be well compacted, then dampened immediately prior to pouring sidewalk. 3 Concrete shall conform to OPSS specifications (30MPa, 7y t 1.5x air). 4 Curing compound to be sprayed on sidewalk within 1 hour of finishing. 5 Expansion joints to be be placed full depth of sidewalk. 6 Contraction joints to be 25y of full depth of sidewalk. 7 Surface of sidewalk to hove a broom finish. Ali dim~nsioln an M mrlra unless othawiss nofod, M ci alit o f Cl n En eerie Services De artment a~ wa APlIIOV W .. AP11k1V10 sac STANDARD CONCRETE SIDEWALK ATE 2004 C-307 £7(tSiMIC PAVEMENT SASE / PROPOSED PAVEMEM 100 ~ /" TO BE REMOVED 40nxn FN.3 All. EDGES TO 8E PNHTED WfiH A BfRiIAtNOIJS EMULSION SECTION A-A EXISTkIG PAVE1fEM 10 8E REMOVED , v.. _ ~.• BARRICADE DETAIL l.om (r NOTES 1 This standard to be rend in conjunction with OPSO 912.101. 2 Checkerboard sign as specified in Ontario Traffic Manual. 3 All hardware to be- galvanized. 4 All wood members are to be pressure treated. Atl dlm~~alons an In mttlHmlryi untat~ othKwlao noted. M 'ei alit of Clarin n En eerie Services De artment 'a'°a® enaroa ~ am STREET TERMINATION DETAIL ,,~ ~ C-401 tso , m ~~ ~ o''- E v E a x a ~~ . EL +%N ww E o m o ' a ~ . ~ o o ww00£ a , ' ~ Z D v •• + ,~ a. .. o 0 M Q N r•.{. C ).:'~ D N ~ ~ - = N a W a i .. v L ' ~ a . ~ U .a a Q ~~ a~ ~ .. ~a ~~ ~ ~ N ~ ~ N d N v '°• • • ~ .. a M Z m to Zf-T n o a, ZFT Hf%) -~ Q v ~ F- m T °U ... ?a .'t :' ~ :~~ a U O.. ~ 1I ~; • v ~ 7 :-:_- • •-~ .. N:::i .:I;~ ~ G .: •~• M . O T Z F- o m p ~ C::. .~. : ~.I : ~ ~ U w ;•• :•.~ ~~w WW .a--~ ` oEo gZ c --.lg O1 -n '• I'v c •-v,_ 0 O U ~ ~ E~ . ~ • ~'o ~n._I~~. ~ ~ 3 =vv vo ' •:~ ~~ co'ina ' d , n -~ N ~ v ~ na N 0 N 0 z r N O v ~ ~ o c o rn ~ c c~ ~ ~ o~ ~ ~% m = ~- U ~ Y °1 v Z '. im; ` ~ ~ w T .. o N Y 4p v 1- ~ r-- ~- UIW , a a o ~ o ww00£ ..:' n. ~~ ' ~ M :.y .. .:•: ~:. .. l Z ~ ~~ w c oar io-'0~' `oy E~ •°-'~ c O c rn ~~ ~ a ~c~'~°~ <9o Oa a~ E'o ~ n 'n 'a . ~ ~ U ~ ind+J.. c o > > o 0 J 41 O U C ~~~~ ~ ~ ~ o Z 1 ~ ~ ~ ~ ~~ 3c N Zm ~ i v o Urn cn '+. Q _ ~ 1- v ------~ ~ c d' p Z I I ~ v ~~~ ~ I I ~U a~ I a I 0 ( OOO ~ r Z ~O ~ I I I I ~' ~ I Oal ~ ^_~ I -T- - I ~ U ZW o_ ~ o _ I 1 -r-- -J -- ~ Z .S Z + ~ ~, o~ i i U O +°~ ! i 0 -, E ~ +~-' c ~i O O ~ ~ ~ j O ~ U Q) C ~ O N ~ -L C p ~ ~ a O ~ O o 0 ~ o_ o ._ 3 o ~ a~ L O v 0 ,., [i. U 'O "- O ut v- rn ~ _ a~ c va 7 !p ~ w _ O .~ O _ p .f ~ L ° ~ o +-' ~ a~ E o +, ~,, ~ 0 3 a_ °- ~ c a ' = ~ ~ ° ~ -v o ~ o~i .~ Q- a c c 3 . C ~ ~ Q .~ ~ w-. a~ O o °d me ° L ~v7 ~ a~ o.. ~~ v ~ ~ 00 '~ ~ ° ~ _ v a v v a~ ~~ L c -° N L L7 ~ ~ ~ o C +'a 1] °'~ a' o C .oa~ ~ ~ a.Y ~, c o a ~ ~ +.~ c ~ ~ ~ c ~., o O ~ ~ Q ~ ~ ~ m N O ..C ` O (~ i ~ .C -= N -j N E fq (n ~ ° ~c act °'-+~ •° a~i . W o~ O U C c o Q~ ai o ~ U °~' •°- H~ o w- J O - - c Q 7 Z r N r7 Q m U O Z i/1 ~ J_ ~ a n ~ W ~ ~ D W W ~_ J H ~ ~ ~ Z ~ ZQ J Q Q ~ g z ~ Q ~ > °° ~ N O d ~ O w ~ Z Z Z O Areo under construction ,~ o~ Barrier moin rur -End run ,~ Areo under construction ~~ W PERSPECTIVE VIEW Direction of flow Z\ Area under protection SECTION VIEW Silt /ence borrier /~2~ Direction of flow o ~~ J eha` A ~ mod. < r`~ ~ I /~~ e 2.3m mox, Typ , Main run A L~ PLAN OF S1LT FENCE BARRIER Slake ' ~ Geolextile .~ E - E 0 Direction ~ ° Trench to be of flow ~ckfilled and composted €arth surface o ~ ~ 0 N~~ 30~ Omm min ~ o of geotexlile I 200 ~O in trench i I SECTION A-A %/ NOTE: A All dimensions are in millimetres or metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING 1996 02 01 Rev ~~~ LIGHT DUTY - °sP Date ______ SILT FENCE BARRIER OPSD - 219.110 ~4f,~"^~ y~ ~~ run ter'^~ ~ ~. w ~ ~~ v. Irv , ~~ .vL Area under protection i~ w ql ~ ~ /(/ Direction of flow Straw bales I ~ I Stakes 150mm N 1 C+ "'~ ~ ~ f t f ' o e rom end o bales a o • , ^ • • ^ ^ ~ • ^ ^ ^ ~ ^ A A o ^ e • ^ ^ ^ • o ^ s ^ • w C~ PLAN VIEW FLAT BOTTOM DITCH OR CHANNEL Ditch s/ ape Slakes driven flush / ,f` ~ ' Lowest level ~, i i - -- - ,- / Bottom of end boles - ~ _ _ _ _ _ _ _ _ _ _ _ ~' Trench of downstream row to be higher than lowest point of flow check. Downstream bole position SECTION A-A outlined. Direction of (low Straw bales C ~ Stakes 150mm 1 ~ V from end of bales Note ' ~ B B • ^ • ^ ^ ( ^ ^ . r ^ I C ~ PLAN VIEW V-DITCH D~tc h s/Ope / Stakes driven flush ` ' ~, I Lowest point _ , Bottom of end bales ~ ~ I ~" ~ Trench Ties not to be of downstream row to l" m contact with be higher than lowest ground point of flow check. 75 SECTION B-B Downstream bole position outlined. Hole 2 I - 1500 NOTES: SECTION C-C 1 Number of bales varies to suit ditch or channel. 2 Balance of excavated trench to be A All dimensions are in millimetres or backfilled following bale placement. metres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING ~ sss o2 of Rev ~~^~~ OP _ ` T SALE FLO CHECK Date --_--- ' s OPSD - 219.180 300mm Note 1 Topered top See olternotive C e q r s 8 8 01200 Gronulor bedding ~.~ ' ~ .r. r~ ~ SUMP DETAIL ALTERNATIVES Riser sections os required Monolithic base with inlet 300mm mox and outlet openings to suit See alternatives A and B > TYp Bench or sump '.~.•, ° ~ ..`•a . os specified ~'~' + ~ ' 300mm, Typ -i ~ a ~ Gronulor bedding F~ ~ _ < _ ~ ', _~~:..--- ----~:J NOTES: 1 The sump is measured from the lowest invert. A Grgnulor bockfill shall be placed to a minimum thickness of 300mm all around the maintenance hole. B Precast concrete components according to OPSD-701.030, 701.031, or 701.032. C Structure exceeding S.Om in depth to include safety platform occording to OPSD-404.020. D Pipe support occording to OPSD-708.020. E For benching and pipe opening details, see OPSD-701.021. F For adjuslrnent unit and frame insiallotion see OPSD-704.010. G All dimensions ore nominal. H All dimensions ore in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING PRECAST CONCRETE MAINTENANCE HOLE 1200mm DIAMETER C PRECAST FLAT CAP Nov 2004 Rev 3 ~ srA,,,o 9 0 P ---------- ~ s Q oPSO - ~o ~ .o ~ o Bench or sump os specified Bottom riser section with inlet and outlet openings to suit •e 012 0 0 +~• 8 ` __ a. ~ v ~ - •a. 1 L._..~Lr.._--- ~J Gronulor ~ bedding A PRECAST SLAB BASE Riser ~ 01200 section 150 _4___ ~ 150 300 1275 Bench or I ' A l + ~ •° ..a ,, .:e".: sump as specified 8 ~ ~,°, 300 Steel reinforcement Gronulor os specified bedding 6 CAST-IN-PLACE BASE Flat cap .~ d p Riser section ° 01200 A 0 +. +~+yin v++y+c ucnu I 4. tour way function \ / dye conne+ 2. Tee connection "}' 45' ben . Oeod en D max 0/2 min O i•, o l _z~ i ~• 6 Section ~- 50mm min MAXIMUM SIZE HOLE IN THE ~WAL~ IN PRECAST RISER SECTIONS Maintenance N No.7 Hole Diameter o. 1-4 No. 5 & 6 No. 8 Inlet Hole Outlet Hole 1200 700 860 780 700 860 1500 860 1220 960 860 1170 1800 1220 1485 1220 1220 1485 2400 1485 2020 1760 1485 2020 3000 1930 2450 2300 1930 2450 3600 2195 3085 2730 2195 3085 NOTES: A Concrete for benching to be 30MPo. B Benching to be given wood float finish, channel to be given steel trowel finish. C Benching slope and height to be os specified. 0 All dimensions ore nominal. E All dimensions ore in milimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2004 Rev 2 ~.~ sr.a~,o9 MAINTENANCE HOLE BENCHING - - - - - - - - - - ~~SP r,PV AND PIPE OPENING DETAILS - - - - - - - - - - q`-~ OPSD -- 701.021 i --Pcvt Curb with gutter =n I CL __� 450mm maximum to first step Typ Note 1 I � 300mm e 7 " SECTION THROUGH TAPER TOP Maintenance hole step Adjustment units for maintenance holes with round openings. Available in sections or continuous units. Use butyl tape between units. Toper top --Povt 1 Curb with gutter —1 Frame to be !? 1—} n set in o full cs�—!—_ice mortar bed r � Typ D Standard frame with grate Typ Adjustment units: - minimum of one maximum of three Typ First adjustment unit to be set full / I ;•j I a I mortar bed, Typ SECTION THROUGH FLAT CAP Reinforce each adjustment unit with o minimum of 1 wire with on end area of of least 15mm2. Lop wire 150mm or butt weld. Grote reference elevation Typ n---i--n SECTION THROUGH CATCH BASIN Note 2, Typ Frame with grate or cover NOTES: 1 If first step is in an adjustment unit, the adjustment unit shall be of the type manufactured with a step in place. - - - - - — - - - - - - - - r50mm or 50mm or Adjustment units 75mm. Typ 75mm, Typ for catch basins + with square T— openings. Available in sections or continuous units Use butyl tape between units. Flat cop \L� Catch bosin Riser section 1: 2 Centre reinforcing in adjustment ONTARIO PROVINCIAL STANDARD DRAWING unit t10mm. A Adjustment units shall not extend PRECAST CONCRETE ADJUSTMENT UNITS beyond the outside edge of the structure. FOR MAINTENANCE HOLES, CATCH BASINS, B All dimensions ore millimetres AND VALVE CHAMBERS unless otherwise shown. Nov 2004 IRev - - - - - - - - - - I mini OPSD - 704.010 r3.50m brace panel Standard post spacing, Note 1 Tr Standard post spacing. Note 1--{--3.50m brace panel Fence fabric Brace post Wooden or steel line post I Brace post End post TF Note 2 End post l Li_L - Li_I HIGHWAY FENCE IN EARTH, SHALE, LOOSE ROCK, OR FRIABLE ROCK }-3.50m brace panel Gate opening 3.50m brace panel- 1 arm entrance 4.90m, walk race Bp st Typepost i gate 1.20m ; poste �or_��t_��t_�r•����Irt••rr.� ����r_�r_r_r_��w��r• ir• to r• �r•� "111MI —10 M!11 ===10011imim to 230mm LO • diagonal • ound wooden Li Li Post GATE DETAIL NOTES: 50-1 oomm 1 Standard post spacing shall be 6.Om for wooden post to wooden post and 5.Om WIRE SPACING DETAIL SPLICING DETAIL for steel post to steel or wooden post. 2 Ratio of steel posts to wooden ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 1 Red 1 STq, posts shall be 3:1. A All dimensions are In millimetres FENCE, HIGHWAY • ° F unless otherwise shown. .� °E M_E �E IN EARTH, SHALE, LOOSE ROCK, OR FRIABLE ROCK - - - - - - - - - - INSTALLATION EOPSD 971 . 101 110=��� ����������������1 /�������������i�� �����i9• • • • • �2 E brace wire • • • • • • Li_L - Li_I HIGHWAY FENCE IN EARTH, SHALE, LOOSE ROCK, OR FRIABLE ROCK }-3.50m brace panel Gate opening 3.50m brace panel- 1 arm entrance 4.90m, walk race Bp st Typepost i gate 1.20m ; poste �or_��t_��t_�r•����Irt••rr.� ����r_�r_r_r_��w��r• ir• to r• �r•� "111MI —10 M!11 ===10011imim to 230mm LO • diagonal • ound wooden Li Li Post GATE DETAIL NOTES: 50-1 oomm 1 Standard post spacing shall be 6.Om for wooden post to wooden post and 5.Om WIRE SPACING DETAIL SPLICING DETAIL for steel post to steel or wooden post. 2 Ratio of steel posts to wooden ONTARIO PROVINCIAL STANDARD DRAWING Nov 2006 1 Red 1 STq, posts shall be 3:1. A All dimensions are In millimetres FENCE, HIGHWAY • ° F unless otherwise shown. .� °E M_E �E IN EARTH, SHALE, LOOSE ROCK, OR FRIABLE ROCK - - - - - - - - - - INSTALLATION EOPSD 971 . 101 ABBREVIATIONS AFG Above Finish Grade ~ HH AC Alternating Current HV AWG American Wire Gauge HEC AMB Amber IGRD BFG Below Finish Grade IMPD BGRD Bare Ground IND BLIE Black ITS BLU Blue JB CCT Circuit CE CODE Canadian Electrical Code LCS CMS Changeable Message Sign LV CCTV Closed Circuit Television COMM Communication MH C/W Complete With COND Conductor NEUT CONT Control NIC CDT Conduit CSA Canadian Standards Association OESC CTMS Corridor Traffic Management System PCS DB Direct Buried PUC DC Direct Current PXO EC Electrical Chamber RF EMI Electromagnetic Interference RFI EQPT Equipment RMS ELV Extra Low Voltage TS FO Fibre Optic FTMS Freeway Traffic Management XFMR System UPC GRN Green GRD Ground VDS WHT YEL SYMBOLS Electrical Handhole High Voltage , Hydro Electric Commission Insulated Ground (green} Impedance Inductance Intelligent Transportation Systems Junction Box Lone Control Sign Low Voltage Electrical Maintenonce Hole Neutral Not Included In Contract Ontario Electrical Safety Code Permanent Counting Station Public Utilities Commission Pedestrian Crossover Radio Frequency Radio Frequency Interference Ramp Metering Station Traffic Signal Transformer Underpavement Crossing Vehicle Detector Station White Yellow AI Aluminum S1. Ohrn A Ampere PVC Polyvinyl Chloride Cu Copper V Volt F Farad VA Volt Ampere H Henry W Watt Hz Hertz Wh Watt Hour ~ ONTARIO PROVINCIAL STANDARD DRAWING ~ 1996 09 15 ~ Rev ~ ~ /~~ ~ ELECTRICAL ---------- ~s ABBREVIATIONS AND SYMBOLS Date _ _ _ _ _ _ OPSD - 2000.01 DUCTS AND CABLES Ducts and/or Cables, Underground Ducts and/or Cables, Surface Mounted Exp •®®®/118®88888®®®¢}®®® Ducts and/or Cables Embedded. "Exp" Indicates Expansion Joint ~®®®®®®®®o®® Cables, Installed in Existing Ducts Cables, Aerial --~~-- Cables, in Pavement Slot o c~ o Ducts and/or Cables, Future by Others 23 Underpavement Crossing Identification Code, Note 1 3 Reference Point with Identification Code, Note 1 Duct Stub with Plug, Note 1 B A BCA Existing Cables and/or Ducts to Remain in Place -~LCU~LCU-~ Existing Cables and/or Ducts to be Removed -yf~-LCA--yf~--LCA~- Existing Cables and/or Ducts to be Abandoned Identification Codes For Existing Duct or Cable Usage: IDENTIFICATION CODES, Note 2 BCU Bell Cable, Underground CCA Communications Cable, Aerial DC Extra Low Voltage Detector Cable GC Guy Cable HC Hydro Cable LC Lighting Cable PC Power Cable TS Traffic Signal Cable TV Television Cable NOTES: 1 The duct symbol 'shown is for illus#ration only, other duct and/or cable symbols may be used. 2 Add suffix U for Underground or suffix A for Aerial. ONTARIO PROVINCIAL. STANDARD DRAWING L CT I CAL LEA N I 1996 09 15 I Rev Date ____-- OPSD ®2001.010 MANHOLES, JUNCTION 80XES ® MH32 Electrical Maintenance hole with Identification Code ^ J636 Junction Box, Embedded or Surface Mounted with 0 Identification Code Qo HH21 Electrical Handhole, Underground with Identification Code PADS AND FOOTINGS 0 CP33 Concrete Pad with Identification Code QQ F43 Footing in Earth or Rock with Identification Code ~i F44 Footing on Structure with Identification Code ® SF3 Sign Footing with Identification Code POLES • P24 ~ EP32 ~s R33 Pole with Identification Code Existing Pole to Remain with Identification Code Identification Codes for Existing Pole Usage: A Authority Owned Pole B Bell Pole C Communications Pole GP Guy Pole H Hydro Pole HM High Mast Lighting Pole LS Lighting Pole TS Traffic Signal Pole TV Television Pole Existing Pole to be Removed with Identification Code ~ ONTARIO PROVINCIAL STANDARD DRAWING ~ 1996 09 15 (Rev ~ ~ ~ I ELECTRICAL LEGEND 11 _ J Date ______ OPSD - 2001.02 LUMINAIRES O Luminaire ~1 Luminaire with Shield 4 Floodlighting Luminaire D Underpass or Surface Mounted Luminaire zO Luminaire, Number Shown Indicates Luminaire Location on High Mast Ring with Respect to Pole Handhole, Note 1 Luminaire with Bracket, Note 1 --~ Existing Luminaire to be Removed, Bracket to Remain, Note 1 --~-~ Existing Luminaire. and Bracket to be Removed, Note 1 ---t ~ F Future Luminaire and Bracket, Note 1 L18 Luminaire Identification Code POWER SUPPLY Power Supply Equipment TQ Transformer O Generator Power Supply Equipment, Pad and/or Footing Mounted, Note 2 SUPPLY `A' Power Supply Equipment Identification Code 120/240V, 1~ 3W Other applicable description may be used for transformer, generator, etc.. ® Photoelectric Controller NOTES: 1 Luminaire symbol shown is for illustration only, other Luminaire symbols may be used. 2 Power supply equipment symbol shown is for illustration only, other equipment symbols such as generator, transformer, etc., may be used. ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev ,~ L CTI L N III Date _ _ _ _ _ _ ~~, ®PSD ®2001.03 MISCELLANEOUS Ground Electrode(s) ~ i Coble Protection Bricks, Concrete Cap, or Marker Tape in Trench R12 Identification Code for Removal Equipment WIRING DIAGRAMS Conductors, Single or Multiple, Identified by Note Indicates Cables to be Installed in the Same Duct - Indicates Spare Duct for Future Use -7~m Wiring Identification Note Duct Size, Aerial, or Direct Buried Type of Cable: TS -Traffic Signal HV -High Voltage LV -Low Voltage ELV -Extra Low Voltage CONT -Control BGRD -Bare Ground IGRD -Insulated Ground (Green) CSA designations, may also be used AWG Size of Conductor Number of Conductors in Cable; Not Required for Single Conductor Number of Cables 4 --~- In-Line Cable Splice; Number Denotes Number of Cables 3 Tap Cable. Splice; Number Denotes Number of Cables r ~ OR ~ 1 Wiring Enclosure, Manhole, Junction Box, etc., L_ J ~ ~ Identification Code Matches Layout Drawings OR O Equipment Item; Identification Code Matches Layout Drawings ONTARIO PROVINCIAL STANDARD DRAWING 1996 09 15 Rev ~,, Date ___-_- ELECTRICAL LEGEND VIII OPSD ~- 2001.080 WIRING DIAGRAMS " CONT'D" Single Phase 2 Wire System: BLK Black, Line WHT White, Neutral GRN Green, Ground Single Phase 3 Wire System: RED Red, Line 1 BLK Black, Line 2 WHT White, Neutral GRN Green, Ground Three Phase 4 Wire System: RED Red, Line 1, Phase A BLK Black, Line 2, Phase B BLU Blue, Line 3, Phase C WHT White, Neutral GRN Green, Ground A RED 7 Circuit Identification Code: `A' denotes Supply Location `A' `RED' denotes Red, Line 1 `7' denotes Breaker or Switching Device No, 7 NOTES: A Wiring Diagrams use Electrical and Electronic symbols common to industry practice. Refer to CSA Standard Z99 for symbols not included in this Legend. B Symbols for 'Existing' and 'Future' items are included only for widely used items. In general, existing features are shown in screened or light lines and/or shown with a letter ~ E' ; new construction is shown in bold or heavy lines; and future work by others is shown in light dashed lines and/or, shown with a letter F . Prefix E or F in identification code indicates existing or future respectively C Where Quantity Sheets are not used, location, size, quantity and type of equipment to be installed may be indicated by notation on the Layout drawings. D Symbols crossed out with an 'X' indicates `for removal'. Symbols crossed out with a double stroke "// "indicates " to be abandoned". ONTARIO PROVINCIAL STANDARD DRAWING L TRIAL LGN I 1996 09 15 I Rev Date ____-- TABLE 1 MINIMUM TRENCH WIDTH FOR ONE LAYER AND TWO LAYER DUCT ARRANGEMENT No OF No OF NUMBER OF 50 mm DUCTS 100 mm DUCTS LAYERS 0 1 2 3 4 5 6 7 8 9 10 1 N/A 150 205 300 460 610 N/A N/A N/A N/A N/A 0 2 N/A N/A N/A N/A 205 300 350 460 460 610 610 1 1 150 255 460 610 610 N/A N/A N/A N/A N/A N/A 2 N/A N/A 205 255 300 460 460 610 610 610 N/A 2 1 300 460 610 N/A N/A N/A N/A N/A N/A N/A N/A 2 150 255 255 460 460 610 610 610 N/A N/A N/A 3 1 460 610 N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 300 300 460 460 610 610 610 N/A N/A N/A N/A 4 1 610 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 300 460 460 610 610 N/A N/A N/A N/A N/A N/A NOTES: 1 Install ground wire in the duct, or trench as indicated in the contract. A Install cable brick, or concrete slab, marker tape, concrete duct marker where indicated in the contract. See OPSD-2100.05. B This drawing is used in conjunction with OPSD-2103.02. C Contractor has the option of installing one, or two layer duct arrangement. D N/A -Not Applicable, undesirable, or exceeding equipment limits. E Ali dimensions are in millimetres or metres unless otherwise shown. Finished grade ""' Rock line Backfill material Finished grade 0 to 700mm C ~~' > '. .. > .. .. • •~ ~ v ~ ~ ~ ... Backfill `~ material ~ L c o ~ .. ~ 50mm min ,°n o ° ° ~ •~ . ~~ Typ ~' " ~ N E ' '... ' ' B '.. Duct Duct ' ~ ~ ° o ' ' ~ o ~ ... ' ~ '.. ~ Ground . o <°o ° ~• Duct ~Q, _ wire `n ~ • Note 1 ~ ~ ~O. O =---~ 50mm min Sand bedding 50mm min Typ Graund wire 'O . 50mm --i I-- ~--I F-- 50mm 1 Graund wire Note ONE LAYER Note 1 TWO LAYER min min ARRANGEMENT ARRANGEMENT IN ROCK IN EARTH IN EARTH ONTARIO PROVINCIAL STANDARD DRAWING Date 1992 12 15 Rev DUCT INSTALLATION Date _ _ _ _ _ _ IN TRENCHES OPSD - 2101.01 c_ x EE O O O ~t ~ ~ v a EE ~ EE C O ~ w o ~ a 1-O .n ~ ~ o 0 s^ U N a~ U O ~Z ~a W 1-?' I I N N ~ C O U ~~ N ~` i U O Q i ~Z ~ v ri. a~ T ~ c0 W V- ~ ~~ ~Z O U Q ~ ~ o ~, °~ v ~ Z v ° ~ .~ o x v N (n U i W a O • x d E~~ ~~a~ ~ O U n. _ ~ ¢ D O ~ _ _C C ~ Q ~ N E a O O J ~ OL ~ ~ ~ ~ f' C O ~ y _C ~ 3 L .D o ~ E ,~, 7 Z ~ O L y ~ ~C w li O L ~ J ~ ~ ~ d N J J x ~ ~ ~ ~ ~ ~ O ~L O ~o v a ~ C O ~. o~ v a ~~ D O r~ 0 0 _ _^ _ __J C ~ ~ ~ V o ~ I ~ > ~ I (n ' ~ ~ ~ . D ; O ~ ~~ lT ' I r~ ~ m o o ~ ~ ~ ~ ->,~ I ° .~ -v ~ L= N c `- ~ ~ to C7 N '~ O ~ ~ ~ N ~ ~ -a ~ ~ a v~ p~ a I Q. ~ ° v ~ ~ a ~ ~ r n ~. ~ -= v- +% ~ ~ ~ ~ O i v ~j U~ U y d ~ N N o ~ v ~~ O ~ ~ . a~~i ~- N a~i o ° ~ °~.v a~i o ,~ a> ~ m ~ ~ ~,°' ~o~ ~- ~ ~ ~ O o~ o . ~ C ~ V ; C O~ C OM N > U • N ~ ~ N O N ~ O N 'rn to UM N UM ~ ~O O~ N ~~ Q ~ N N `- U a> ~ ~/~ 'n v L ~N UQ cN OQ >v- U pp N G C = O ~~ '~ Z ~ VI W ~ J ~ a i N ~ N d O '~ Z O I l l L~ U1 + ~+ l.L Q Z ~ Z r- N r~ ~ In cp Q ~ ~ o x ,~~~ o° d .~ ~ .Ln U o~ o a -----) o o v~ ~---~ {Q~ If) ~ .ate ~. ' 117 d' ++ O n.-oo L_~_J rr,oa _, ~ LLO _J Z w ~. a F'-T N U '~ ~' O I- Z X d ~~ N ~ ~ U 4 ~ ~ ~ O c Z •C~ C O O ~' 7r Z L__J 450mm min Utility depth 450mm min Utility depth Duct or outer edge of conc encasement , TYPE ,' •:, x% ~, i ~.' %'~ x% '. °-""i / t t ~/ t ~L45' ~"_° a~ 150 -i ~{~,~, ~D45 Dia 3 `L/~i Depth of Loose 150 duct or --I 150 styrofoam fill encase duct Typ, CROSSING OVER UTILITY CROSSING OVER CONCRETE ENCASED UTILITY Finished grade Typ ~ 150 ~ I-- E Dia/3 1 Duo o c ~'~ .. ,T;;, ,x, 45' ,,, ------- ..,.,~.-_ 300 Slope to avoid low point mm where elevations permit min CROSSING UNDER UTILITY 150 ~ I o ` ,., 150 {~ ~} c ~ .~ I r ~~~ ' 45 ---'--., ..~._- 300 Slope to avoid low point mm where elevotions permit min CROSSING UNDER CONCRETE ENCASED UTILITY NOTES: A The required clearance 'x' between the utility B Trench widths shall be kept to the and the ducts or concrete encasement is: minimum required for working space. UTILITY 'x' mm min Manual excavation and backfill methods shall be used., with the utility supported Ducts, Direct in place where required, where crossing Buried or 100 under a utility is necessary. Encased C All dimensions are in millimetres or All other pipes 300 metres unless otherwise shown. High ,Voltage cables 300 All other cables 300 ONTARIO PROVINCIAL STANDARD DRAWING Date 1992 12 15 Rev DUCT INSTALLATION °qte - - - - - - AT UTILITY CROSSINGS OPSD - 2103.05 A PLAN Shoulder 1.0m min Povt 1.0m min 1.5m max Existing ground 750mm in 1.45m max As required Steel encased or rigid —/ duct installation Excavation area Typ Slope 1:1 SECTION A—A, FILL AREAS 4 C �J A 750mm min 1.45m max Equipment platform —Temporary fill Pavement or paved shoulder irb--\ 1.0 1-0m min 1-5m max �// See treatment `� for fill and cut areas Equipment SECTION A—A platform VARIATION AT CURBED SITE NOTES: A All dimensions are in millimetres or metres unless otherwise shown. / Temporary slope protection, where Equipment platform— required SECTION A—A ONTARIO PROVINCIAL STANDARD DRAWING Date 11992 12 15 1 Rev CUT AREAS AUGERING PITS FOR Date _ _ _ _ _ _ SUBSURFACE INSTALLATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ OF DUCTS AND ENCASEMENTS OPSD - 2103.06 t A In 0 L01. o .a 4� :•d I - 11 — 350 t a o_ ° 14 12mm dia __� — o ° ° ° 39 tapped hole 12 A Notes 2 and 3 322 346 L 3-11 mm dia holes —Finished grade equidistant in sidewall of frame B Notes 4 and 5 co 28--1 °_ PLAN—FRAME SECTION B—B 75—,s C •s. Checkered Precast concrete tread (D b ?. ❑ ❑ 12 °'. 125mm dia hole ❑ 001 45 00 for duct entry, p ❑ ❑ I i 20 Note 1 u7 N N SECTION C—C 4j C UNDERSIDE OF COVER PLAN—COVER SECTION A—A NOTES: 4 Frame to be attached using 3-10mm dia A For general installation refer to 1 For installation of ducts see x 38mm long machine bolts anchored in OPSD-2117.02. OPSD-2123.03. concrete wall. B All dimensions are in millimetres or metres 2 Cover to be retained with 12mm 5 One ground lug for #6 AWG stranded unless otherwise shown. dia x 20mm long stainless steel copper to be attached to one frame bolt. hex head machine bolt to be flush ONTARIO PROVINCIAL STANDARD DRAWING Date 11992 12 15 1 Rev 1 with top of cover when fastened. 3 Material for frame and cover — ELECTRICAL HAN D H 0 LE PRECAST Date — — — — — — ANSI/ASTM standard A48-1990 gray iron casting, class No 30C. CONCRETE WITH COVER - - - - - - - - - - - - - - 300mm oIA OPSD — 2112.01 NOTES: 1 Duct entry holes to be filled with expandable foam. 2 Rigid ducts terminating in maintenance holes, handholes, or other permanent openings of underground systems shall be provided with an end bell. A For installation details see OPSD-2117.02. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING ELECTRICAL HANDHOLES ENTRY OF DIRECT BURIED AND ENCASED DUCTS Nov 2004 1 Rev 11 srav 0 P N - - — — — — — — — — S - - — — — — — — — — c�OAL- OPSD - 2123.03 _ Offset Note 1 ~ Pole Ed e of 9 travelled way - I l~l ---~-5 I I I~j LIJ Burial depth Note 2 . DIRECT BURIED POLE IN CUT Offset Edge of Note 1 travelled way ~ Pole . i~l I~j L._IJ Burial depth Note 2 DIRECT BURIED POLE IN FILL NOTES: 1 Offset dimension as specified. 2 Burial depth shall be measured from the lowest grade elevation at pole. 3 This OPSD to be read in conjunction with OPSO 2225.010, 2232.010, and 2238.01. ONTARIO PROVINCIAL STANDARD DRAWING April 2007 Rev 1 o srgga ~0 P INSTALLATION OF -___~`__^_ ~~cpq~s~~~ DIRECT BURIED POLES IN SLOPES OPSD 2210.020 c o z ~ Z z ~ ~ Z _ N _ N O U ~ /~ /~ ~ /~ /~ p p V ~ Q U o a U m m °z~ o o °z~ Z Z o Q U Q Q Q 0 L L O O ~ L L om m m a L O m ~ L Y - 4- ~ m Q L ~ L ~ p m m Q U C N N N N N y- o ~:, ~ c c c c c c i a 3 ~ N 3 x 3 x x >- N N >- ~. ~ }- N `o ~ c ~ N o` `o ?- N a o` >- N `o ~ c c c a v o a a o v ~ X -v ~ -v v -v ~ X ~ ~ Q c v c c v v c c o v c v ~ x x 3 x 3 3 O 0 .-. r~ ~ b {~ t-, ~-, ~y ~-. .-. p ~-, ~ b b b V O ° 3 ~ ~ ~° a c ~ rn c a . c+a~ ° rn ~ ~ :r O L '~ ~ L y vl N c G ~ O ~ 0 u ~ 0 d °~ o a o v-. v c a m ~ O U ~ ~ a ~ N D. H 0 0 U ~ N cYi E Q o a~ 0 a N o m +.. cci ; o 0 U ~' N ~ 01 ~ ~ Q ~ W GI U p L o ~ c o rn ~ = W N } I i ~ ~ ~ ~~ U ~~ c O ~ ~,..,~ 3 ~ m + - °~ ° o G o ~o U U ~ r Q ~ ' J I ~ ~ \ \ ~' ~V Q W v i a~ ~ i n. j ~ I m v u~ ~ L r -/ ~ ~ • Q ~ Q 3 ~ ~ Q ~ ~ Q1 L N O ~ `t .>_ , Q' -~ .C O +~+ +'. O Co ~ N ~~ a •_ '~ O' 0. a O ~Q+ ~ o° Z rn~ N U a ~ L ~ ~ +I ~ Q Q U a ' ~ - ° Z ~ C ~' Q a ~ ~ ~- v ~ ~ c c ~O O .~ ~ -+ ~ Q + BOO Z O O O q) .G .G ~ ~ C ~ ~ 3t~ ~ O o Z ~- n Q o ~° Z a O U m m Q o N ,. 3 c o ~ c a~ v 0 c 0 U ~ ~ ~ G U ~ ~ o ~ o ~ E o 4I Q j N U j p ~ Q O a p U ~ t c Q C ~ T W N ~ ~ O SQ . Q ' ~ ~ ~ rn W I ~ c l U n ~ U I i O b o G N v o U U c r~ r~ ~° ° i O i ~ N W ~ N V! U Z Q W ..~ a 3 (~'~ 'v ~ ~ N ~ O C I O ~ ~ ~ ~ ~ o U a ~~ N N ~v5 ~ i ~ C ~.. U ~ a- N -' Z ~ rn o o ~ ~ ~ m 3 ~ ~ -rn _a o_~+,~ ~ ~ 0 ~ ~ ~ ~ 0 3 ~- ~, ~. ~ N ~_ - !D °' .~ ~ o 0 m ai ~ m a a~ ~ rn O n ~ (~D ~ ~• D ~ n m 4 r a ° w C p ~ ~ ~ O O Z _ Z ~ :~ n ~ . ~ 3. ~ 0 _a ~ O r+ ~ r D ~ (D ~ "~ ~ ~ o O D ~ < ~* ? ~ Q . ~ Z tTi Z o II ~ ~ (~ ~ N 3 0 0 ~ N o d A n -p D m ~ ~ Z ~ m D ~ r o O °D N \ / ~_ ~ z c~ ~ cn ( I i I Z O I I ~ ~ I I No ~ I I o ~ I I °' I I I I ~ co N I I ~ I I ~ 0 a~'~ ~ ~ ~~ A ~~ ~. ~ '?I = r X ~ ~ ~ V ~ ~ D N s ' '~' ~ ~ . I O N " W IIN A N ( ~ II II m IIN MN ~ It II ni nN p ii -- nN -'NI -- nN - ' ` Z u --I u IF-- O -1 ~ ~ IIN NN i II II ~~ ~ IIN A N D II II ~ II M N N ~ I ' ~ II II N Q IIIM ___ 1 N.-- ___ H11 - ----~ .~ ~ n II II NN ~ ~ o~. ~ \ ~ o~ ~ ~ ~ o o ~~ ~e D " ~o s ~q ~ Note 1 h 0 ~o ~ z ~ = r 'D ~ _ O X h Q N o ~ N . + p to ? S ~ ~ Z I m n + II it II II ~ II N ~ ~ II II Iliil I ~ II~M ~1 II II II fl II II u u u u ~ p nlN ~ --ai I._ --I~iaF-- II II II II Z - I II-_ 11 f II ~ I II II it II it ~ 11 D II II it II (~ II 11 II it O 0 ~ II II ~---- II II R -- o ~ II II ~ ~ ~ r*'1 IC~`. ___~I 1 V .D ~ N ~ ~ N a N I\ ON ° I o r; _ ~ -' 'n W o s D v i° Note 1 0 v ~ o ~ m r` #12 AWG stranded copper ground wire to luminaires) Note 1 Compression connectors, copper to copper with insulating covers Ground stud -~~ I I I I I I ~j --I --j I I II I I #12 AWG low voltage riser wires Note 1 Fuse holder kit with 600V, 10A ~ i i ~ KTK fuse L I I I ILJ ILA ~- Pole Handhole I I__~ I--- I I I ~-_------- ~--- --------- }- Tap run where required ~----- J I une Low voltage Neutral I cables Cable to ground - ---J electrode connection #6 AWG bare stranded copper - ground wire Cable to cable ground connection Ground electrode located as indicated on lighting layout drawings NOTE: 1 Broken lines indicate additional conductors for double luminaire installation. 5' BRACKET' DIMENSION 1.Sm 2.4m L 1.8m 2.4m H 0.9m 1.2m Elliptical 64x108 70x125 Section mm OD mm OD VGIUII h '~' N ~/ SECTION A--A DETAIL A 17 I I N N I + t I I N 32rnm dia hole I --~ 27 (-- I ~ I I I I I ~ I N N hole I I N. N A ~ ~ A I I I 171 I t -_ I I m BRACKET BASE PLATE NOTES: A For mounting details, see OPSD 2250.01. B All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING April 2007 Rev 4 o sra ~0 F 1.8m AND 2.4m ALUMINUM -----_____ ~~ TAPERED ELLIPTICAL BRACKET - - - ^ - ~ - - - - ~pq _p OPSD 2420.01 Lamp wattage label Lar Background colour Note 1 I----F- 25mm min BOTTOM VIEW SIDE VIEW TYPICAL LAMP WATTAGE CODES IDENTIFYING NUMERAL LAMP WATTAGE 7 70 W 10 100 W 15 150 W 25 250 W 35 350 W 40 400 W NOTES: 1 A gold background shall be used for high pressure sodium and fluorescent red background for the metal halide labels. Labels shall be made using high visibility reflective sheeting. 2 All numerals on the labels shall be black and made from 9mm wide line and numerals shall be minimum of 50mm high. . A Do not cover manufacturers label. B Labels shall be the peel and stick type. C All dimensions are in millimetres unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Nov 2005 Rev 0 o sTA,yo ~0 P LAMP WATTAGE LABEL ---------- ~ S c~AA(-1~ FOR LUMINAIRE OPSD - 2421.010 Handhole cover Handhole frame Ground lug attached to metal frame mounting bolt Note Z ~ Note 4 ~ Finished grade O u~ ~ Flexible duct Ground lug welded to metal cover Note 3 i Coiled 1,5m of #6 AWG stranded ground wire 1 I E I E 1= I •_~ 0 ,°,, 1~_ I 1000 -{ #6 AWG system ground wire-~ ~.~ Rigid duct Duct entry hole Typ, Note 1 Flexible duct Ground rod where required - Rigid duct 19mm clear crushed stone drainage pocket and foundation NOTES: 1 For duct entry details see OPSD-2123.03. 2 For handholes with metal frames, ground wire shall be attached to frame using a ground lug suitoble for #6 AWG stranded copper wire. 3 For handholes with metal covers and non metallic frames, the ground wire shall be attached to the handhole cover using aground lug suitable for #6 AWG copper wire. 4 In raised traffic islands, install 12mm expansion .board at back of curb. A For specific handhole details see OPSD-2112.01, 2112.02, 2112.030, 21 12.040 2112.05, 2113.010 and 2115.01. B All dimensions are in millimetres unless otherwise shown. ~ MINISTRY OF TRANSPORTATION ONTARIO DRAWING ~ February 2006 Rev ~ ELECTRICAL HANDHOLES GENERAL INSTALLATION REQUIREMENTS MTOD - 2117.02 O u~ 0 0 co 'a stainless steel hex t, fiot washer, her and nut, 4 required ?????? Bracket clamp plate 40x6mm min thick steel hot dip galvanized Rubber gromment 20mm ID Bracket mounting plate Detail `A' I ; E-- Concrete pole TRUSS B-~ RACKET I 0 0 ~ ~ ~ ~ ~ 12mm dia stainless steel hey head bolt, flat washer, lock washer and nut, 8 requ ' Bracket clomp plate 40x6mm min thick i hot dip galvanized i i + ~ Rubber gromment 20mm ID Bracket mounting plate DETAIL `A' 0 0 1 UIU SECTION A-A NOTES: FOR DOUBLE MOUNTING A Bracket mounting plate to be aluminum alloy 6063 - T6. B All dimensions are in millimetres unless otherwise shown. ~`= N ''I ` ~~~II ~. SECTION A-A FOR SINGLE MOUNTING o.o. + soo I~ __- (MIN. 900) 4 0 O.D. + 600 ° SAND COVER COMPACTED 0.0. +600 --ry f +-- (MIN. 900) ~ ~ TO 98R PROCTOR DENSITY ~ (MIN. 900) ' '0.250 WITH A '~ ..•< ~ ~.. iyy~.. '•ve :'i..+ ~ •iv:q~ ~" ...;v;. ! ~ta'•~~; 1 :4 •-:v. • Q• ° ~ •' • ; ~ :: a • .MIN. OF 100 ta• . o .,e ~ . n 4.. •sti.~....yQ i, ~ ~ ,~y.~f ~ a `~l '•<•:• '~~•.:i: PLaN OR REINFORCED .Q • ,~!''•' ;~! CONCRETE MIN. 15 MPo •a' • • ::. '~. p :.•~ is :a ~ • a~ '' p ! '•'~ DRY TRENCH p. O• ~ O ~ a .. 19 mm CRUSHER RUN e ~l ' ~ ° LIME «°' . STONE COMPACTED . ~ •• ° o • ~ • e . • TO 98 ~ PROCTOR • • 0 0 . • • ..: •' 20 MPo .a. o,; z_ o'. .. .... .. ,~ 4' 'i DENSITY ~i~y:a: ~':~e :• < `.a: •.9 t00 •• CONCRETE .•. .• ~-;.A„' ~, ~ ~• WFT TRENCH '. ~ ~ • .,j~';~4 ~° - , l ~ 100 • ' HL8 BLEND OF ~ CONCRETE ENCASEMENT CONCRETE ARCH S 0 QED CLEAR CONCRETE CRAOI E . DETAIL CLASS A NOTES 1. PVC WATERMaN MAY NOT DE CONCRETE {NCASED. REINFORCED AS = 1,02 LI = 4.8 2. CONCRETE ENCASEMENT OF GRAVITY SANITARY REINFORCED AS = 0.47. L! = 3.4 SEWERS MUST EXTEND FROM PIPE JOINT TO PLAIN l~ = 2.8 PIPE JOINT. ~ • 3. THIS DETAIL. APPLIES TO PROPOSED PIPING ONLY. ~^-0.0. + 600 ~+--O.D. + 600 (MIN. 900) ~ I (MIN. 900) ~ -~ ~• ° SANG COVER COMPACTED ° '~ TO 987, PROCTOR DENSITY n ' ` ' SANG BEDDING ANO COVER '• ' ' COMPACTED IN 150 mm LAYERS TO 987. PROCTOR DENSITY • 0 Op •• p DRY TRENCH uio 0 0 19 mm CRUSHER RUN LIMESTONE COMPACTED •• 100 TO 98 2 PROCTOR I DENSITY 1 pp ( WEt tRENCH CLASS B CRUSHED OlOEAR CLASS D CONCRETE AND CPP PIPE sroNf DUCTILE IRON AND. COPPER PIPE It = 19 ' LEGEND O.D. = OUTSIDE DIAMETER OF PIPE O.D. + 600 ~^-- 0.0. + 600 (MIN. 900) ~ I (MIN. 900) Lt = 10A0 FACTOR AS =AREA OF STEEL NOTES # SAND COVER COMPACTED ~ ° TO 982 PROCTOR DENSITY ° 1. BEDDING MATERIALS SHALL BE FULLY EXTENDED ~ o T L ~ EIEDDNG MATERIALS SHALL Bf PIACED ANO 1 COMPACTED IN 150 mm LAYERS. 1 19 mm CRUSHER RUN 2 NO MECHANICAL COMPACTION EQUIPMENT SHALL BE .USED ON TOP OF PIPE PRIOR TO PLACING o LIMESTONE COMPACTED p 0 o 0 0 TO 98 7. PROCTOR •0 A MINIMUM OF 300 mm COVER. DENSITY ° 3 PIPE SHAH BE BEDDED TO PROPOSED LINE AND GRAOf WITH UNIFORM AND CONTINUOUS SUPPORT FROM BEDDING. BIOCF(INC WITH ANY 100 100 HARD OBJECT SHALL NOT DE USED i0 BRING 1150 ~~-- HL8 BLEND OF ~ THE PIPE TO CRAOE _ CRUSHED CLEAR 4. 19 mm DIA CRUSHER RUN LIMESTONE TO I STONE OPSS 1010 - CRANUtAR A SPEC - TABLE 2 WET TRENCH DRY TRENCH (WHEN SPECIFIED), 5. HL B 81EN0 CRUSHER CLEAR STONE TO CLASS P OPSS 1033 -TABLE 2 (WHEN SPECIFIED). 6 CONCRETE TO OPSS 1350 (WHEN SPECIFIED). PVC PE AND VC PIPE , ALL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED. OWC GATE: 1978 03 SANITARY STORM AND WATER REVISION "°: , REV GATE: 2005 05 (MAIN AND SERVICE) TRENCH BEDDING SCALE: N.T.S. WOR AND CONCRETE ENCASEMENT DETAILS ~_4~~ KS DEPARTMENT LONGITUDINAL LAP JOINT TREAT ENT FOR PROPOSED LANE WIDENINGS NOTES VERTICAL FACE AND BOTTOM OF KEY SHALL 8E SWEPT CLEAN AND PAINTED WITH 81TUMINOUS EMULSION. 0.5mKEY 0.5m PROP. WIDENING EXISTING SURFACE COURSE ~ + ~ __ 81NOER ASPHALT ROAD 40 mm OEPTH (MIN.) END TREATMENTS FINAL LIFT OF ASPHALT SHALL BE PLACED IN FOLLOWING YEAR EXISTING EXISTING NOTES ROAD --~-2.5 m RAMP 2.5 m RAMP ALL VERTICAL FACES OF JOINTS SHALL BE SWEPT CLEAN ANp PAINTED WITH BITUMINOUS EMULSION PRIOR TO PAVING. 80 mm DEPTH ~ I 2-S m RAMP MIN EXISTING PROP. BINDER ASPHA LT ROAD 0.5 m ~-~-- .LAP JOINTS 3.0 m CU7 ~, TYPICAL ENO TREATMENT -FINAL OVERLAY II tl----I~--- I i EXISTING _ NOTES ALL VERTICAL FACES OF JOINTS - ROAD SHALL BE SWEPT CLEAN AND PAINTED WITH BITUMINOUS EMUlS10N PRIOR TO PAVING. ~ ~ APPROXIMATE 20 DEGREE SKEW (TYPICAL) 3.0 m CUT 0.5 m CUT 2.5 m RAMP REMOVED 40 mm DEPTH _-- ~ FINAL LIFT OF ASPH (MIN) ------ __ ALT ~~~~- EXISTING ROAD EXISTING BINDER ASPHALT (2 LIFTS) 0.5 m END TREATMENTS ASPHALT 0 RLAY SECTIONS EXISTING EXISTING NOTES _ _ - _ - ALL VERTICAL FACES OF END ROAD ROAD L C N pA NTED W T H B TUM NOUS EMU SIGN APPROXIMATE 3 PRIOR TO PAVING. 20 DEGREE SKEW (TYPICAL) .0 m CUT 3.0 m CUT ' 3.0 WIDE CUT 40 mm DEPTH SURFACE OVERLAY OF ASPH ALT --_^ (MIN) _`~ ___ I _ ~ EXISTING ROAD AlL DIMENSIONS IN MILLIMETRES EXCEPT WHERE NOTED. DWG. DATE: 1986 04 REVISION NO.: 5 PAVEMENT JOINT TREATMENT REV, GATE: 2006 04 SGALE N T S ,. . . : . 1YURKS DEPARTMENT + - ~I 152 ORIFICE PLATE GRATE TO BE INSTALLED 215ER PIPE > OPENING TO BE ED OVER OIL CLEANOUT +ND RISER PIPE RECESSED ?ROUGH COLLECTS STAf 'NATER ON TOP OF INSERT PLAN VIEW Ors a< e. ° e I TO SUIT FINISHED GRADE (TRANSITION FIBERGLASS TO 1200 mm INSERT AS REQUIRED) --- 26 INLET 1524 ORIFICE PLAtE ~ 63 51 e 432 1 40 304 INLET A DROP PIPE 914 1219 305 THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR 410RE OF THE FOLLOWING PATENTS: CANADIAN PATENT N0. 2,009,208 CANADIAN PATENT N0. 2,137,942 CANADIAN PATENT N0. 2,175,277 CANADIAN PATENT N0. 2,180,305 CANADIAN PATENT N0. 2,180,383 CANADIAN PATENT ND. 2,206,338 _STC 1500 CAPACITIES SEDIMENT Oll TOTAL CAPACITY CAPACITY CAPACITY (L) L) L IMP GAL 6205 915 7270 1600) OUTLET 642 OUTLET RISER PIPE FRAME AND COVER EMBOSSED "STORMCEPTOR° GRADE ADJUSTERS TO SUIT FINISHED GRADE. 152m OIL CLEANOUT PORT TO BE RAISED TO ELEVATION AS CLOSE TO THE UNDERSIDE OF THE FLAT CAP OUTLET PIPE, SIZE BASED ON SEWER DESIGN. FLEXIBLE BOOT OR GROUTED TO CONCRETE RISER SECTION 6000 RISER PIPE, NOTCHED AND TAPERED FOR INSTALLATION ' CONCRETE RISER AND SLAB COMPONENTS C/W NITRILE GASKETS FOR JOINTS. '° MANUFACTURED TO CSA AND OPS STANDARDS. .'a 3000 DROP TEE, NOTCHED AND TAPERED d FOR INSTALLATION ~•. 1829 178 a ~ .. a • d • ~ < e e E SECTION VIEW ~, * ®~ NTRCTI *~ CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-20 L GEOTECHNICAL INVESTIGATION (Borehole Logs) L Q r ~ W i ~ I ~ I Q ~ ~ Z ~' i ~ Z« _ ~ =~-~~ ~~ 21 LLiiJJ ~ I I z!'-•... ~ ~ ~ I ~~ [ ~ f+ ~ _ ~- L.. I (" _ ~ ~ *+ :, tt _. __ _ _.._- . _ F_y/ ~ 1// ,i, ' /, 1 N ' I. ~, / /; i- - ...~..~...--...-..~ J ( ~ .~ 1 ~ - ~ ~ ~ r ... > ~ - ~' ~._ aave~~no~ NotbNibr7o Z z Q U 0 W LJ.~ Reference No : ~U84-7-3 Boreh ole No 1 Enclosure Yo : 2 Client ; 'rotten Sims lluhicki Associates Ltd. Project: Stevens Road Exicnsiun Method :Auger Location ; Clarington Rlvd to R Rd i7, 13owmunville Diameter: llOmm Datum Elevation :Geodetic Date :March 27, 2007 SUBSURFACE PROFILE SAMPLE E Standard Water ~ ~ ,, „ Penetration Plastic Limit Remarks ;, y ,°a d A ~ ~ Btows1300mm Liquid Limit ~, 1R ~ ~ ~ 20 40 60 80100 l0 20 30 40 50 w Q ~ 3 z t~ z 1211.8 Cround Surface 0 300 mm Topsoil -~ ~ SILTY SAiVD °~"I~ 1 SS S • Louse to compact, trecc topsoil ~ at the top, wet " ' 120 (Cultivated Soit) ::~:a: ~ 1 2 SS 21 Q.. ~_ _ _ _ i 3 SS 22 I ~ ~ • 2 -- -r....--~-- CLAYEY SILT Very stiiT t° hard, with intcnc~dded a SS 23 i thin layers of sandy silt, brown, moist t° wet ` 3 _ ~ ~' 5 SS 19 i ~ ~ I • 116.8 I 4 ~ t - --- CLAY i Firm, grey, wet 6 SS 8 ~ r ls.s s -~ End of [3orcholc 1 i G I _ V.A. WO®D ASS~CI,~4TES LIMITED Disk K° ` Sheet : 1 of 1 Reference No :.>"08d-7-3 Borehole No . 2 >;nclosure No : 3 Client : 'Pollen Sims llubief:i Associates Ltd. Project :Stevens Road Extt:nsion Method ; Auger Location : Clarington 131vd to R Rd S7, Bowmam•ille Diameter : l lOmm Datum Elevation :Geodetic Date: March 27, 2007 SUBSURFACE PROFILE SAMPLE 8 Standard Water °o ~ ,, „ Penetration Plastic Limit Rem:trlts •~ s ,°o ~ ,c ~ Blows/300mm Liquid Limit ~' ~ 8 `" ~ ~ ~ '' 20 d0 60 80100 10 20 30 40 50 c~ a ~ 3 z H z 121.2 0 Ground Surface 300 mm "Ibpsoil _ . CI•AYEY St1;1' ~ Soft to firm, trace organics, rootlets, 1 SS 6 ~ 120.E brown, wet i Cultivated Soil 1 2 SS 2G Q ._ i _ . ._ ~ I 3 SS 32 i CLAYEY S1LT 2 ... ---1- - ~ - Very stiff to hard, with interbedded thin layers of sandy silt, brown, moist 4 SS 39 Q ; ~ 3 i .._~_ iron osidc stained 5 SS 32 f~ ! 117.7 lind of Borehole i 4 -. _ 1. I 5 I i ~ i V.A. WOOD ASSOCIATES LIMITED Dlsk No ` Sheet : 1 of 1 Reference No ; 5084-7-3 Bot"ehole No 3 Enclosure No : 4 Client : "Totten Sims Ilubicki Associates Ltd Project :Stevens Road Extension I4tethod ;,Auger Location : Clarington Blvd to It ltd :~7, 13owmunvillc Diameter ; 1 IOmm Datum Elevation ; C;eodetie Date : March 27, 2007 SUBSURFACE PROFILE SAMPLE E Standard PVater c ~ ~, „ Penetration Plastic Limit Remarks ? Blows/300mm Liquid Limit c 20 40 60 80100 10 20 30 40 SO w Q v? r Z H z 121.2 Gruund Surface 0 30U mm Topsail ~• ' SILTY Sr1N1) ;;~;;I; 120.8 Compact, trace topsoil, organics, I S5 19 Q • greyish brown, wet , C ultivated soil I 2 SS 30 Q- ;_ _. _. i i CLAYEY SILT 3 SS 33 ~ ; q i 2 -- Yery stiff to hard, with interbedded thin layers of sandy silt, brown, moist `; 4 ss 2a Q i i 3 ~- -{-.. iron oxide stained 5 SS 20 Q 117.7 land of 13orehnle ' q I 5 ._ V.A. T~OOD ASSOCIATES LIMITED Dlsk No ; Sheet : I of 1 Reference No :5084-7-3 Borehole No 4 Enclosure No : 5 Client : "1'ottcn Sims llubicki Associates I,td. Project :Stevens Road Extension Method : e\ugcr Location : Ciarington 131vd to R Rd 57, liowmunville Diameter : 110mm Datum Elevation : Geodclic Date : M11arch 27, 2007 SUBSURFACE PROFILE SAMPLE ~ Standard Water c ~ ,. „ Penetration Plastic Limit Remarks ~~ ~ ~° ,~, a ~ ~ Blowsl300mm Liquid Limit w a v ~ z H z 20 40 60 80100 10 20 30 40 50 121.3 Ground Surface 0 250 mm Topsoil " ' ~ .i SIL;1'Y SAND :~~°I: loose, trace organics, some wood " ' 1 SS 5 j l3orchole open and fragments, hrown, wet ' ~ ~ dry on completion 120.6 (Cultivated Soil : :; : 1 CLAYEY SILT TILL 2 SS 29 i _~ ~ ~ Very stiff to hard, trace fine gravel, ~ brown, moist ~ 11~ ~ i 3 SS 2) CLAYEY SILT ~ 2 _ ___ _ .__,_ Very sti17 to hard, with interbedded i thin layers of sandy silt, brown, moist ~" N ~ ~ 118..5 q SANDY S1L T TILL ~ 3 Com act to ver dense trace fine ~'"" ' ' p y , i grovel, hrown, moist i 4 ss 5z (a il~.s I . P:nd of Borehole q i .. _.. i II vA. WOOD ASSOCIATES LIMITED Disk iVo Sheet : 1 of 1 Reference No : 508a-7-3 Bo~eh ote 1Vo 5 Enclosure No : 6 Client :Totten Sims Ilubicki Associates l,td, Project :Stevens Road Extension !~4ethod :Auger Location : Claringlon Blvd to R Rd 57, Bowmunviile Diameter : 110mm Datum);levation :Geodetic Date : \larch 27, 2007 SUBSURrACG PRORiLG SAMPLE E Standard Water c ~ ,, „ Penetration Plastic Limit Remarks '~, ~ a ~ ~ -' Blows1300mm Liquid Limit ~' a a , E ~' ~ ' ~ °i ~ ~ '' 20 ~t0 60 80100 10 20 30 40 50 w ~ 3 z E z 127.5 0 Ground Surface _ _ _._.... . ._ ~ _ . __ , _ 250 mm'I'opsoil ~ I I ~ ' SI l;1'l' SAND :: :: :. 1 5 6 ! • Loose, trace o~~ganics, hrnwn, wet S Borehole open (Cultivated Soil) ~ I ~ on completion 120.8 :: ° : I 2 SS d2 ~.I _ i i 3 SS 93 i I O 2 -- ! SANDY SILT T/LL i ! Dense to very dense, trace fine gravel, ! 3 brown, moist ~ - 4 SS I00+ I (~ ~ `I I _ I _ .,. -'- t 116.8 5 SS 100+ ~ 0 End of Borehole ! g ~ Y.A. WO®D ASSOCIATES LIMITED Disk No Sheet : 1 of 1 Reference No :5084-7-3 Boreh ole No 6 Enclosure No : 7 Client :'Totten Sims ilubid:i Associates Ltd. Project :Stevens Road Extension 111ethad :Auger Location : Clarington Blvd to li 12d S7, t3owmam•i11c Diameter: 11Umm Datum Elevation :Geodetic Date : iSlareh 27, 2007 ', SUBSURrACE PROr1LE SAi14PLE 8 Standard \Vater o° ~ ~, „ Penetration Plastic Limit Remarks „°n y ~ ~ Blows/300mm Liquid Limit =' v ~, ~" ~ ~ >, ~ 24 40 GO 80100 ]0 20 30 40 50 w a ~ ~ z E~ z 121.5 0 Ground Surface 250 mm Topsoil CLAYEY Sll; l' ~ Firm, trace topsoil, organics, greyish 1 SS 6orchole open brown, wet on completion ]20.8 (Cultivated Soil) t 1 2 ss loo+ i .. ..i- - O - • SANDY SILT T/LL 3 SS lUOi- 2 _.. ... ~... _. Very dense, trace fine gravel, brown, moist i 3 -~ - - ll8.3 ~~ '~ " *:: :: 4 SS 18 is 1' ir" I 6RA VELL Y SAND TILL "~~ ~'i i Compact, with subroundcd fine to iiN:;; coarse gravel, brown, wet ~:..~, ~ ircir: ::rr:: i washed gravel 11G.8 ~~^r' S SS ?8 (~ ® recovered End of Borehole g i .. r . ~ V.A. WOOD ASSOCIATES LIIIIITED Disk No Sheet : 1 of 1 Reference No : 5D84-7-3 Borehole No 7 Enclosure No : 8 Client : "Totten Sims Ilubicki Associates Ltd. Project: Stevens Rond Extension Method : 1\uger Location : Clarington Blvd to li 12d 57, Bowmum~ille Diameter ; 110mm Datum Elevation :Geodetic Date :March 27, 20D7 SUBSURFACE PROFILE SAMPLE E I Standard Nater c E ,. ~ Penetration Plastic Limit Remarks is ~ ,° ,c ~ a Blows/300mm Liquid Limit °~' E, ~ ~ ~ ~ 20 d0 60 80100 10 20 30 d0 50 W ~ ~ r Z F z I13 Ground Surface 0 3UU mm Topsoil ~~ I •~ ~ 1 SS 3 -~_ ) -~ -~ • SILTY SAND " " ' 112.3 Very loose, trace topsoil, greyish ~ ~ brown, wet loose ~~ ~ 1 SILTY SAND :: +:: I:: 2 SS 77 - -- ~-O - •- 11 t.f Very dense, iron oxide stained, brown, wet 3 SS dd ~ ; e 2 -i ~ - a SS d0 caved in at 3.7m 3 ~ _ __l. ~_ ._ 5 SS 39 Q ~ e 4 ----I-- ----.. I I, 6 SS 100+ O 5 SANDY SILT TILL - i ~ - Dense to very dense, truce fine gravel, brown the grey tirom 2 m, moist to 6 wet - •--- -~_-_- 7 SS 100+ ~ • 8 SS 700+ O g .. ... . 9 ------ ! . __ .. -. 1D3.C wet i y SS IDO+ ~ O o End of Borehole ] 0 ~ ... V.A. WOOD ASSOCIATES LIMITED Disk No ; Sheet : 1 of 1 Reference No : 508d-7-3 Borehole No 8 Enclosure No :') Client : 'fatten Sims llubicki Associates Ltd. Project : Stevens Road Cxtension Method : i~lunuul Location : Clarington Blvd to R Rd j7, Bue•manville Diameter Datum Elevation :Geodetic Date : il9arch 28, 2007 SUBSURFACE PROFILE SAMPLE & Standard Water c ~ ~ „ Penetration Plastic Limit Remarks ~~ ~ ,°q u a ~ ~ Blows/300mm Liquid Limit n. A ~ v ~ z ~ > 20 40 60 80100 10 20 30 40 SO w v 3 F z 111.G ~ Ground Surface i '~l~ Y1 i1il 11 . Very loose, mixed organic material li :~ ~ 1 SS 1 s and sandy silt, or};anic odour, dnrk %il .greyish brown, wet ilYl (Mixed alluvium and peat) ~xr~. t 111.Cr ~%~ 1 _ 2 SS l8 Q ~ SANDY SILT TILL , Compact to very dense, trace tine gravel, grey, moist 3 SS 57 (~ I 109.3 End of Borehole i ~ I 4 i - - a - I I 5 f , vA. WOOD ASSOCIATES LIMITED Disk No : Sheet : 1 of 1 CORPORATION OF THE MUNICIPALITY OF CLARINGTON CONTRACT NO. CL2007-20 i f I j OPS GENERAL CONDITIONS OF CONTRACT (September 1999) L~ GENEF~4L CON®BTIOfdS OF C©(VTRACT_ Table ofi Contents SECTION GC 1.0 - INTER€~RETATION GC 1.01 Captions ...........................:.....:........................................:....:................................... 1 GC 1.02 Abbreviations .:................................................................:.,.:.................................... 1 GC 1.03 Gender and Singular References ..............................:........:................................... 1 GG1.04 Definitions ...................................................................... ................. ........... 1 GG 1.05 Substantial Performance ..................................................:.:.................. .............. 5 GC 1.06 Compietion ...................................:.....................................::.:.................................. 6 ~ GC 1.07 Final Acceptance .................:..............................: .. .. ......................... 6 GC 1.08 Interpretation of Certain Words .......:............ ........ ............................................ 6 SECTION GC 2.0 - CONTRACT DOCUMENTS GC 2.01 Reliance on ContractDocuments ..........................:................................................ .7 GC 2.02 Order of Precedence ..........: .................................:..:..::..,....................................... . 7 f SECTION GC 3.0 - ADMINISTRATION OF.THE CONTRACT GC 3.01 ContracfAdministrator's Authority ...................::.::.................................................. . 8 ~~ GC 3.02 Working Drawings ..............................................:..... .. ................................ . 9 GG3.03 Right of the Contract Administrator to Modify Methods and Equipment ................ . 9 GC 3.04 Emergency Situations ............:.........................:..................................................... 10 ,; GC 3.05. Layout..:: ..... .................................. ................................ 10 ' GC 3.06 Working Area .............................:.....: .................. .......................................... 10 GC 3.07 .Extension of Contract Time ••••• 10 GC 3.08 Delays ...............:..........:.......................... ..................................... 11 GC 3.09 Assignment of Contract ............... ....... ..................................,.... 11 GC 3.10 Subcontracting by the Contractor..::.... ............................................ 11 GC 3.11 Changes ..............:..................................... .... ..............,....................... 12 GC 3.11.01 Changes in the Work .................:..:.:...........,.......................................................... 12 GC 3.11.02 Extra Work ............................................................................................................. 12 OPS C3en~ral Conditlmn~ of Contnrsx - Sept®tnber 1899 Tebie of Contents - i GC 3.11.03 Additional Work ..................................................................................................... 12 -- GC 3.12 Notices ................................................................................................................... 12 GC 3.13 Use and Occupancy of the Work Prior to Substantial Performance ..................... 13 GC 3.14 Claims, Negotiations, Mediation ............................................................................ 13 GC 3.14.01 Continuance of the Work ....................................................................................... 13 GC 3.14.02 Record Keeping .................................:........................_.......................................... 13 GC 3:14.03 Claims Procedure .................................................................................................. 13 ; GC 3.14.04 Negotiations ........................................................................................................... 14 GC 3.14.05 Mediation ............................................................................................................... 14 GC 3.14.06 Payment ................................................................................................................. 14 GC 3.14.07 Rights of Both Parties ....................................................................................... . 15 GC 3.15 Engineering Arbitration .....................:. ... 15 GC 3.15.01 Conditions for Engineering Arbitration ................................................................... i 15 GC 3.15.02 Arbitration Procedure .............................................................................:............... 15 I r GC 3.15.03 Appointment of Arbitrator ....................................................................................... 15 GC 3.15.04 Costs ...................................................................................................................... i 16 GC 3.15.05 The Decision .......................................................................................................... 16 1 GC 3.16 Archaeological Finds ............................................................................................. ~ 16 ~ SECTION GC 4.0 - OWNER'S RESPONSIBILITIES AND RIGHTS I GC 4.01 Working Area ...................... ... 17 ~ GC 9.02 Approvals and Permits .......................................................................................... 17 GC 4.03 Management and Disposition of Materials ............................................................ 17 GC 4.04 Construction Affecting Railway Property ............................................................:.. 18 GC 4.05 Default by the Contractor ....................................................................................... 18 GC 4.06 Notification of Default .............................:.............................................................. 18 '~~ GC 4.07 Contractor's Right to Correct a Default .................................................................. 18 i GC 4.08 Owner's Right to Correct Default ........................................................................... '~ 18 GC 4.09 Termination of Contractors Right to Continue the Work ................................ .. ..... 18 ' Tabb of Contents - li OPS Oenerel Conditions of Contnd -September 1999 GC 4.10 Final Payment to Contractor ...............................:...:....::...:.:::................................ 19 GC 4.11 Termination of the Contract ........................................:.::......:................................ 19 GC 4.12 Continuation of Contractors Obligations ............................................................... 19 GC 4.13 Use of Performance Bond ..:.:.: :............................................................................. 19 SECTION GC 5.0 -MATERIAL GC 5.01 Supply of Material...: ........................................................::::...:.............................. 20 GC 5.02 Quality of Material...........:...:..: ...................................:......:..:................................. 20 GC 5.03 Rejected Materiai ....................:................---.....................:..................................... 20 GC 5.04 Substitutions ................................................:.................. .............................. 20 GC 5.05 GC 5:05.01 GC 5.05.02 SECTION GC 6.0 -INSURANCE, PROTECTION AND DAfNAGE GC 6:01 Protection of Work, Persons and Property ...........................:................................ 23 GC 6.02 Indemnification ............:...................:.................. ......... ............................ 23 GC 6.03 Contractor's Insurance.: ..................................... :... .............................. 24 GC 6.03.01 General ::................:......:...........................................:::..:.:..................................... 24 GC 6.03.02 GeneraLLiability Insurance ..................:....::....... _ ................................ 24 GC 6.03.03 Automobile Liability Insurance..: ....................:....:.,................................................ 24 GC 6.03.04 Aircraft and Watercraft Liability lnsurance.... ......:......:.: ................................... 25 GC 6.03.05 Property and Boiler Insurance ................................:.:............................................ 25 GC 6.03.05.01 Property Insurance .............................................:..:............................................... 25 GC 6.03.05.02 Boiler Insurance .......................................... .................................. 25 GC 6.03.05.03 Use and Occupancy of the Work Prior to Completion ....:...................................... 25 GC 6.03.05.04 Payment for Loss or Damage .:..................... .....:.: :...:..................................... 26 GC 6.03.06 Contractor's. Equipment Insurance ...:........... .................................. 26 GC 6.03.07 Insurance Requirements and Duration ..............::..:..........:...............................,.... 26 GC 6,04 Bonding ................ ............................................ .................................... 27 SECTiOi~ GC 7.0 -C ONTRACTOR°S RESPONSIEILITIES AND CONTROL OF THE WOR4t GC 7.01 General.: ........................................................:....................................................... 28 Owner Supplied Material .................................................:....::............................... 21 Ordering of Excess.Material ...............:..:........................::..,.................................. 21 Care of Material .......................:.......................................:..................................... 21 OPS Generral Gondk4ons ai Contract -September 1588.. Tab6e Ot CaMents -ill GC 7.02 Layout .................................................................................................................... 29 _ GC 7.03 Damage by Vehicles or Other Equipment ............................................................. 30 GC 7.04 Excess Loading of Motor Vehicles ........................................................................ 30 GC 7.05 Condition of the Working Area ............................................................................... 30 GC 7.06 Maintaining Roadways and Detours ...................................................................... 30 GC 7.07 Access to Properties Adjoining the Work and Interruption of Utility Services ....... 31 GC 7.08 Approvals and Permits ........................................................... . .......................... 31 GC 7.09 Suspension of Work ................................. ........................................................ 32 GC 7.10 Contractor's Right to Stop the Work or Terminate the Contract ............................ 32 ~ , GC 7.11 Notices by the Contractor .................:...................................................................: 32 GC 7.12 Obstructions ........................................................................................................... 33 i GC 7.13 Limitations of Operations ....................................................................................... 33 ~ GC 7.14 Cleaning Up Before Acceptance ........................................................................._. , 33 GC 7.15 Warranty ................................................................................................................ 33 I SECTION GC 8.0 -M EASUREMENT AND PAYMENT GC 8.01 Measurement ......................................................................................................... 35 GC 8.01.01 Quantities ...........................:................................................................................... 35 GC 8.01.02 Variations in Tender Quantities ,,.,,.... 35 GC 8.02 Payment ................................................................................................................. 35 ~ GC 8.02.01 Price for Work ........................................................................................................ 35 GC 8.02.02 Advance Payments for Material ......................................................r...................... 36 GC 8.02.03 Certification and Payment ..................................................................................... 36 GC 8.02.03.01 Progress Payment Certificate ................................................................................ 36 GC 8.02.03.02 Certification of Subcontract Completion ............:.................................................. 37 GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment ...................... 37 GC 8.02.03.04 Certification of Substantial Performance ............................................................... 37 GC 8.02.03.05 Substantial Performance Payment and Substantial Performance Statutory Holdback Release Payment Certificates ...........:................................................... 38 I GC 8.02.03.06 Certification of Campletion .................................................................................... , 38 GC 8.02.03.07 Completion Payment and Completion Statutory Holdback Release Payment Certificates .......................................................................................... ... 39 GC 8.02.03.08 Interest :.................................................................................................................. 39 GC 8.02.03.09 Interest for Late Payment ...................................................................................... 39 GC 8.02.03.10 Interest for Negotiations and Claims ..................................................................... 40 GC 8.02.03.11 Owner's Set-Off ..................................................................................................... 40 Table of Contents - tv OPS General Condtdotis of Contract -September 1999 ..... .................. 40 GC 8.0203.12 Delay in Payment .....................:... ........ ............ GC 8.02.04 Payment on a Time and Material Basis •• ..••••.••_,_ •.•.........,•....• 40 GC 8.02.04.01 Definitions ............................................ ................ ...................4.1 GC 8.02.04.02 . Daily Work Records ............................. - .................. ................... 41 ! ' GC 8.02.04.03 .. Payment far Work ................................ .................. ......... ...... 42 GC 8.02.04.04 Payment for Labour .................................. ................ . ................... 42 GC 8.02.04.05 .. .. Payment for Material .................................. ................. .................... 42 GC 8.02.04.06 ...... Payment for Equipment ....................... .. ............. 42 GC 8.02.04.06.01 Working Time..... ................ ................. .................... 42 GC 8:02.04.06.02 ..... Standby Time ..................................... .............. ................... 43 . 02.04.07 GG 8 Payment for Hand Tools ..................... ..~.. .. ••••••" ............. 43 . GC 8.02.04.08 • Payment for Work by Subcontractors...... •••••••• ••••••••••• ,•.••_•........_.•_ 43 GC 8:02.04.09. Submission of Invoices ....................... .. -• .......... 43 GC 8.02.05 Final Acceptance Certii-irate .............. ........ ...... ........._. t .................. 44 GC 8.02.06 Payment of Workers .......................... ... ... ......... ... .... . ..................... 44 GC 8.02.07 . Records .......................................... .. .... ... `~ ......... ...... 44 GC 8.02.08 Taxes and Duties .............................. ..................... .. . ...................... 45 GC 8.02.09 Liquidated Damages ......................... .. .... .. , .. ......... Table of Conterds - v OPS G®nerx~l Conditlona a4 Co+ttrad - Septmmber 1899 ~PP~o sra,yO~ ' Ontario Provincial Standards o p p w 1 for °, s \w' Roads and Public Works September 1999 GENERAL CONDITIONS OF CONTRACT SECTION GC 1.0 -INTERPRETATION GC 1.01 Captions .01 The captions appearing in these General Conditions have been inserted as a matter of convenience and for ease of reference only and in no way define, limit or enlarge the scope or meaning of the General Conditions or any provision hereof. GC 1.02 Abbreviations .01 The abbreviations on the left below are commonly found in the Contract Documents and represent the organizations and phrases listed on the right: "AASHTO" - American Association of State Highway Transportation Officials "ANSI" - American National Standards Institute "ASTM" - American Society. for Testing and Materials "AWG" - American Wire Gauge "AWWA" - American Water Works Association "CESA" - Canadian Engineering Standards Association "CGSB" - Canadian General Standards Board "CSA" Canadian Standards Association "CWB" - Canadian Welding Bureau "GC" - General Conditions "MOE" - Ministry of the Environment (Ontario) "MTC" - .Ministry of Transportation (Ontario) "MTO" - Ministry of Transportation (Ontario) "MUTCD" - Manual of Uniform Traffic Control Devices, published by MTO "OPS" - Ontario Provincial Standard -"OPSD°' - Ontario Provincial Standard Drawing "OPSS" - Ontario Provincial Standard Specification "PEO" - Professional Engineers Ontario "SAE" - Society of Automotive Engineers. "SSPC" - Structural Steel Painting.Council "UL" - Underwriterslaboratories "ULC" - Underwriters Laboratories Canada GC 1.03 Gender and Singular References .01 References to the masculine or singular throughout the Contract Documents shall be considered to include the feminine and the plural and vice versa as the context requires. ' GC 1.04 Definitions .01 For the purposes of this Contract the following definitions apply: Actual' Measurement: .means the field measurement of that quantity within the approved limits of the Work. OPS General Condklona of Contrad -September 1999 Page 1 Additional Work: means work not provided for in the Contract and not considered by the Contract Administrator to be essential to the satisfactory completion of the Contract within its intended scope. Base: means a layer of material of specified type and thickness placed immediately below the pavement, driving surface, finished grade, curb and gutter, or sidewalk. Certificate of Subcontract Completion: means the certificate issued by the Contract Administrator in accordance with clause GC 8.02.03.02, Certification of Subcontract Completion. Certificate of Substantial Performance: means the certificate issued by the Contract Administrator at Substantial Performance. Ghange Directive: means any written instruction signed by the Owner, or by the Contract Administrator where~so authorized, directing that a Change in the Work or Extra Work be performed. ~,- Change in the Work: means the deletion, extension, increase, decrease or alteration of lines, grades, dimensions, quantities, methods, drawings, substantial changes in,geotechnicai, subsurface, surface or other conditions, changes in the character of the Work to be done or materials of the Work or part thereof, •within ~#he intended scope of the Contract Change Order: means a written amendment to the Contract signed by the Contractor and the Owner, or the Contract Administrator where so authorized, covering contingencies, a Change in the Work, Extra Worlc, Additional Work and changed subsurface conditions, and establishing the basis for payment and the time allowed for the adjustment of the Contract Time. Completion Certificate: means the certificate issued by the Contract Administrator at completion Constructor. means, for the purposes of, and within the meaning of the Occupational Health and Safety Act, R.S.O. 1990, c.0.1, as amended and amendments thereto, the Contractor who executes the Contract Contract: means the undertaking by the Owner and the Contractor to perform their respective duties, responsibilities and obligations as prescribed in the Contract Documents. Contract Administrator. means the person, partnership or corporation designated by the Owner to be the Owner's representative for the purposes of the Contract. Contract Documents: mean the executed Agreement between the Owner and the Contractor, the Tender, the General Conditions of Contract, the Supplemental General Conditions of Contract, Standard Specifications, Special Provisions, Contract Drawings, addenda incorporated in a Contract Document before the execution of the Agreement, such other documents as may be listed in the Agreement and subsequent amendments to the Contract Documents made pursuant to the provisions of the Agreement. Contract Drawings: or Contract Plans: mean drawings or plans, any Geotechnical Report, any Subsurface Report and other reports and information provided by the Owner for the Work, and without limiting the generality thereof, may include soil profiles, foundation investigation reports, reinforcing steel schedules, aggregate sources lists, Quantity Sheets, cross-sections and standard drawings. Contract Time: means the time stipulated in the Contract Documents for Substantial Performance of the Work, including any extension of Contract Time made pursuant to the Contract Documents. Contractor. means the person, partnership or corporation undertaking the Work as identified in the Agreement. Controlling Operation: means any component of the Work, which, if delayed, will delay the completion of the Work. Page 2 OPS General Condtlions of Contract -September 1899 Cost Plus: See "Time and Material". Cut-Off Date: means the date up to which payment will be made far work performed. Daily Work Records: mean daily Records detailing the number and categories of workers and hours worked or on standby; types and quantities of Equipment and number of hours in use or on standby; and description and quantities of Material utilized. Day: means a calendar day.. .Drawings: or Plans: mean any Contract Drawings or Contract Plans or any Working Drawings or Working Plans, or any reproductions of drawings or plans pertaining to the Work. Equipment: means all machinery and equipment used for preparing, fabricating, conveying or erecting the Work and normally referred to as construction machinery and equipment. Estimate: meansa calculation of the quantityorcosf ofthe Work~rpartofit~epending~on the•context F~ctra Work:: means work not provided for in the Contract as awarded but considered by the Contract Administrator to be essential to thesatisfactory completion of the Contract within its untended scope, including unanticipated work required to comply with legislation and regulations which affect the Work. Final Acceptance Certificate: means the. certificate issued by the Contract Administrator at Final Acceptance of the Work. Final Detailed: Statement: means a complete evaluation prepared by the Contract Administrator showing, the quantities, unit prices and final dollar amounts of all items of work completed under the Contract, including variations in tender items and Extra Work, all as set out in the same general form as fire monthly estimates. Force Account: See-"Time and Material". Geotechnicai Report: means a report or other information identifying soil, rock and ground water `conditions in the area of any proposed excavation or fill. 1 Grade: means the required elevation of that part of the work. Hand. Toots: means. tools that are commonly called tools or implements of-the trade and include. small power tools.. •. Highway: means a.common and public. highway any part of which is intended for of used by the general public for the passage of vehicles and includes the area between the lateral properly linesthereof. Lump Sum item:. means a tender item indicating a portion of the Work for which payment will be made at a single tendered price. Payment is not based on a measured quantity," although. a quantity may be given in the Contract Documents. (Major Item: means any tender item that has a value, calculated on the basis of its actual or estimated tender quantity,. whichever is the larger, multiplied by its tender unit., price, which is equal or greater than the lesser of, a) $100,000, or b) 5% of the total tender value calculated on the basis of the total of all the estimated tender quantities and the tender unit prices. MateriaL• means. material, machinery, equipment and fixtures forming, part of the Work. OPS General Conditlorrs of Contract -September 1998 Pege 3 ~_ Owner. means the party to the Contract for whom the Work is, being performed, as identified in the Agreement, and includes, with the same meaning and import, "Authority". Pavement: means a wearing course or courses placed on the Roadway and consisting of asphaltic concrete, hydraulic cementconcrete -Portland cement concrete, or plant or road mixed mulch. Performance Bond: means the type of security furnished to the Owner to guarantee completion of the Work in accordance with the Contract and to the extent provided in the bond. Plan Quantity: means that quantity as computed from within the boundary lines of the Work as shown in the Contract Documents. Project: means the construction of the Work as contemplated by this Contract Quantity Sheet: means a list of the quantities of Work to be done. Rate:of, interest: means the rate determined by the Minister of Finance of Ontario and issued by, and available from, the Owner. =~:,, Records: mean any books, payrolls, accounts or other information which rely#e to the Work or any Change in the Work or claims arising therefrom Roadway: means that part of the Highway designed or intended for use by vehicular traffic and includes the Shoulders. Shoulder. means that portion of the Roadway between the edge of the wearing surface and the top inside edge of the ditch or fill slope. Special Provisions; mean special directions containing requirements peculiar to the Work. Standarci Specification: means a standard practice required and stipulated by the Owner. for • pertormance of the Work. Subbase: means a layer of material of specified type and thickness between the Subgrade and the Base. Subcontractor: means a person, partnership or corporation undertaking the execution of a part of the Work by virtue of an agreement with the Contractor. :;;~,.,- Subgrade: means the earth or rock surface, whether in cut or fill, as prepared to support the Base, Subbase.and Pavement .: Subsurtace Report: means a report or other information identifying the location of utilities, concealed and adjacent structures and physical obstructions which fall within the Influence of the Work. Superintendent: means the Contractor's authorized representative in responsible charge of the Work. Surety: means the person, partnership or corporation, other than the Contractor, licensed in Ontario to transact business under the Insurance Act, R.S.O. 1990, c.1.8, as amended, executing a bond provided by the Contractor. Tender. ~ means an offer in writing from the Contractor, submitted in the format prescribed by the Owner, to complete the Work. Time and Material: means costs calculated according to clause GC 8.02.04, Payment on a Time and Material Basis. Where "Cost Pius" and "Force Account" are used they shall have the same meaning. Page 4 OPS C3eneral Condltlons or Corrtnc! -September 1999 E°, 11 ~,., { is Utility: means an aboveground or underground fadiity maintained by a municipal'~ty, public utility authority '`~' or regulated authority and includes services such as sanitary sewer, storm sewer, water, electric, gas, oil, ~_' steam, data transmission, telephone and cable televis{on. ~-~ Warranty Period: means the period of 12 months from the date of Substantial Performance or such longer period as may be specified for certain Materials or some or ail of the Work. Where a date of ~~ °~ Substantial Performance is not established, the Warranty Period shall commence on the date of Completion. +' Work: meansthe total construction and related services required by the Contract Documents. Working Area: means all the lands and'easements owned or acquired by the Owner for the'construction of the Work. Working Day: means any Day, a) except Saturdays, Sundays and statutory holidays; '; ° b} 'except a' Day as'determihed'by''the Contract`Administrator~nn^~rvhich•the~Contracfior~isprevented by ~' inclement weather or conditions resorting immediately therefrom; from-proceeding •with~ a-Controlling 'Operation. For the purposes of this definition, this will be a'Day during~which~ the Contractor cannot proceed with at least 60% of the normal labour and equipment force effectively engaged on the Controlling Operation for at least 5 hours; c) except a Day on which the Contractor is prevented from proceeding with a Controlling Operation, as determined by the Contract Administrator by reason of, ' i. any breach of the Contract by the Owner or if such prevention is due to the Owner, another J' contractor hired by the Owner; or an employee of any one of them, or by anyone a{se acting on behalf of the Owner. ii. on-delivery of Owner-supplied materials, ~' iii. any cause beyond the reasonable control of the Contractor which can be substantiated by the Contractor to the satisfaction of the Contract Administrator. Working Drawings: ar Working Plans: means any Drawings or Plans prepared by the Contractor for the execution of the Work and may, without limiting the generality thereof, indude falsework plans, Roadway protection plans, shop drawings, shop plans or erection diagrams. ~_ GC 1.05 Substantial Performance .01 The Work is substantially performed, ~a a) when the Work to be performed under the Contract or a'substantial part~thereof is ready for use or is being used for the purpose intended; and b) when the Work to be performed undeP the~Contract is°capable•of completion or, where there is a (' known defect, the cost of correction, is not more than i. 3% of the first $500,000 of the Contract price, ii. 2% of the next $500,000 of the Contract price, and iii. 1% of the balance of the Contract price. °' ` .02 For the purposes of this Contract, where the Work or a substantial part thereof is ready for use or is being used for the purposes intended and the remainder of -the Worts cannot be completed expeditiously for reasons beyond the control of the Contractor or, where the Owner and the ,~ Contractor agree not to complete the Work expeditiously, the price of the services or materials remaining to be supplied and required to complete the Work shall be deducted from the Contract ~. price in determining Substantial Performance. OPS General Condklons of contract -September 1999 Page b 1 SECTION GC 5.0 -MATERIAL GC 5.01 Supply of Material .01 All Material necessary for the proper completion of the Work, except that listed as being supplied by the Owner, shall be supplied by the Contractor. The Contract price for the appropriate tender items shall be deemed to include full compensation for the supply of such Material. GC 5.02 Quality of Material .01 All Material supplied by the Contractor shalt be new or unless otherwise specified in the Contract Documents. .02 Material supplied by the Contractor shall conform to the requirements of the Contract. .03 As specified or as requested by the Contract Administrator, the Contractor shall make available for .;inspection or testing a sample of any Material to be supplied by the Contractor..;. . '.R.+c .04 ~~'he Contractor shall obtain for the Contract Administrator the right to enter upon the premises of the Material manufactureror supplier to carry out such inspection, sampling and testing as specified or a requested by the Contract Administrator. .05 The Contractor shall notify the Contract Administrator of the sources of supply sufficiently in advance of the Material shipping dates to enable the Contract Administrator to pertorm the required inspection, _ ' ~ sarrtpling and testing. .06 The Owner will not be responsible for any delays to the Contractor's operations where the Contractor fails to give sufficient advance notice to the Contract Administrator to enable the Contract Administrator to carry out the required inspection, sampling and testing before the scheduled shipping date. ~~ .07 The Contractor shall not change the source of supply of any Material without the written authorization of the Contract Administrator. .08 Material which is not specified shall be of a quality best suited to the purpose required and the use of such Material shall be subject to the approval of the Contract Administrator. GC 5.03. Rejected Material .01 Rejected Material shall be removed from the Working Area expeditiously after the notification to that effect from the Contract Administrator. Where the Contractor fails to comply with such notice the Contract Administrator may cause 'the rejected Material to be removed from the Working Area and disposed of in what the Contract Administrator considers to be the most appropriate manner and the Contractor shall pay the costs of disposal and the appropriate overhead charges. GC 5.04 Substitutions .01 Where the specifications require the Contractor to supply a Material designated by a trade or other name, the Tender shall be based only upon supply of the Material so designated, which shall be regarded as the standard of quality required by the speciftcation. After the acceptance of the Tender, the Contractor may apply to the Contract Administrator to substitute another Material identified by a different trade or other name for the Material designated as aforesaid. The application shall be in writing and shall state the price for the proposed substitute Material designated as aforesaid, and such other information as the Contract Administrator may require. Pape 20 OPS C3eneral Conditions of Corrtrec! _ Se ptember 1 ~ .02 Rulings on a proposed substitution will not be made prior to the acceptance of the Tender. Substitutions shall not be made without the prior approval of the Contract Administrator... The approval or rejection of a proposed substitution will be made at the discretion 'of the Contract Administrator. .03 If the proposed substitution is approved by the Contract Administrator, the Contractor shall be entitled to the first $1000 of the aggregate saving in cost by reason. of such substitution and to 50% of any additional saving in cost in excess of such $1000.. Each such. approval shall be conveyed to the ' Contractor in writing or by issuance of a Certificate of Equality on the Owner's standard form of "Certification of Equality" and if any adjustment to the Contract price is made by reason of such substitution a Change Order shall be issued as well. GC 5.05 Owner Supplied Material GC 5.05.01 Ordering of Excess Material .01 Where Material is supplied by the Owner and where this .Material. is;:ordered.~by the Contractor in .excess of the amount specified to complete the Woric;such::excess_;.Material shall :become the property of the Contractor on completion of the Work. and shall be charged. to the Contractor at cost plus applicable overheads. GC 5.05.02 Care of Material :01 -The Contractor shall, in advance of receipt of shipments of Material supplied by the.Owner, provide adequate and proper storage facilities acceptable to the Contract Administrator, and on the receipt of such Material shall promptly place it in storage except where it is to be incorporated forthwith into the Work. .02 The Contractor shall be responsible .for acceptance of Material ' uppied, by the Owner, at the specified delivery point and for its. safe handling and storage. If uch Material is damaged while under-the control of the Contractor it shall be replaced or repaired by the Contractor. at no expense to the Owner, and to the satisfaction of the Contract Administrator. Ifsuch Material is rejected by the Contract Administratorfor reasons which are not the fault of the~Contractor it shall remain in .the care and at the risk of the Contractor until its disposition has been ,determined by the Contract Administrator.. .03 Where Material supplied by the Owner arrives at the delivery point in a_damaged condition or where there are discrepancies between the quantities received°and°thequantities-:.shown on the bills of lading, the Contractor shall immediately. report such damage or 'discrepancies to the Contract Administrator who shall arrange for an: immediate°inspection..-of:theshipment and provide the Contractor with a written release from responsibility for such damage ordeficiencies. Where damage or deficiencies are not so reported it will be assumed that they shipment arrived in good order and any damage or deficiencies: reported thereafter shall be made good by the Contractor at no extra cost to the Owner. .04 The full amount of Material supplied by the Owner in each shipment shall be accounted for by the Contractor and such Material shall be at the risk of the Contractor after taking delivery. Such Material shall not, except with the written permission of the Contract Administrator, be used by the Contractor for purposes other than the performance of the Work under the Contract .05 Empty reels, crates, containers and other type of packaging from Material supplied by the Owner shall become the property of the Contractor when they are no longer required for their original .purpose. and shall be disposed of by the Contractor unless otherwise specified in the Contract Documents. OPS General Condittona of Contrail -September 1989 Parse 21 .06 The Contractor shall provide the Contract Administrator, immediately upon receipt of each shipment, copies of bills of lading, or such other documentation the Contract Administrator may require to `~ substantiate and reconcile the quanti#ies of Material received. .07 Where Material supplied by the Owner is ordered and stockpiled prior to the award of the Contract, the Contractor shall, at no extra cost to the Owner, immediately upon commencement of operations, check the Material, report any damage or deficiencies to the Contract Administrator and take charge of the Material at the stockpile site. Where damage or deficienaes are- not so recorded by the Contractor ft shall be assumed that the stockpile was in good order when the Contractor took charge of it and any damage or deficiencies reported thereafter shall be made good by the Contractor at no .._ extra cost to the Owner. •~~" _ ~ -~A4•. c t .~.:i Page 22 OPS C3eneral Coridkbns'of Cormact -September 1899 SECTION GC 6.0 -INSURANCE, PROTECTION AND DAMAGE GC 6.01 Protection of Work,. Persons and Property .01 The Contractor, the Contractor's .agents and all workers .employed by or under the control. of the Contractor, including Subcontractors, shall protect the Work, persons and property from damage or injury, and shall be responsible for all losses and damage which '.may arise as the result of the Contractor's operations under the Contract unless indicated to the contrary below. .02 The Contractor is responsible for the full cost of any necessary temporary.. provisions .and the restoration of all damage where the Contractor damages the Work or property in the pertormarice of the Contract. If the Contractor is not responsible for the damage that occurs to the Work or property the Contractor shall restore such damage, and such. work shall be administered according to these General Conditions:. .03 The Contractor shall immediately inform the'Contract Administrator of all damage and injuries which occur during the term of the Contract .04 The Contractor shall not be responsible for loss and damage that occurs as a result of, a) war, b) blockades and civil commotions; c) errors in the Contract Documents; or d) acts or omissions of the Owner, the Contract Administrator, their agents and employees, or.others not under the control of the Contractor, but within the Working Area with the Owner's permission. .05 The Contractor and his Surety or Sureties: shall not be released from any Germ or provision of any responsibility, obligation or liability .under the Contract or waive or impair any of the rights_of the Owner except by a release duly executed by the Owner. GC 6.02 Indemn'rfication .01 The Contractor shall. indemnify and hold harmless the Owner and the Contract Administrator, their agents, officers and employees from and against all claims, demands, losses, expenses, .costs, damages, actions, suits. or proceedings. by third parties, hereinafter called "claims", directly or indirectly arising or alleged to arise out of the performance of or the failure to perform .the Work, provided such claims are, a) attributable to bodily injury, sickness, disease, or death or to damage to or destruction of tangible Prope-tY~ b) caused by negligent acts or omissions of the-Contractor or anyone:for.whose acts the Contractor may be liable; and c) made in writing within a period of 6 years from the date of Substantial'i'erformance of the Work as set out in the Certificate of Substantial. Performance of the Work or, where so specified in the Contract from the date of certification of Final Acceptance. . .02 The Contractor shall indemnify and hold harmless the Owner frorri ail and every claim for damages, royalties. or fees for the infringement of any patented invention or,,copyright occasioned by the Contractor in connection with the Work performed or Material furnished by the Contractor under the Contract. .03 The Owner expressly. waives the. right. to indemnity for claims other than those stated above in paragraphs GC 6.02.01 and GC 6.02.02. .04 The Owner shall indemnify and hold harmless the Contractor, his. agents, officers and employees from and against all claims, demands,.. losses, expenses, -costs, damages, actions, suits, or proceedings arising out of the Contractor's performance of the Contract which are attributable to a lack of or defect in title or an alleged lack of or defect in title to the Working Area. OPS General Condltlons of Contract -September 1999 Pape 23 GC 6.03.05.04 Payment for Loss or Damage 01 The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the Contract, the amount at which the Owner's interest in restoration of the Work has been appraised, such amount to be paid as the restoration of the Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and Payment In addition the Contractor shall be entitled to receive from the payments made by the insurers the amount of the Contractor's interest in the restoration of the Work. .02 The Contractor shall be responsible for deductible amounts under the policies except where such amounts may be excluded from the Contractor's responsibility by the terms of this Contract. .03 In the event of a loss or damage to the Work arising from the action or omission of the Owner or others, the Owner shall pay the Contractor the cost of restoring the Work as the restoration of the Work proceeds and in accordance with the requirements of Section GC 8.0, Measurement and Payment. GC 6.03.06 Contractor's Equipment insurance .01 All risks Contractor's equipment insurance covering construction machinery and equipment used by the Contractor for the pertormance of the Work, including boiler insurance on temporary boilers and pressure vessels, shall be in a form acceptable to the Owner and shaii not allow subrogation claims by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less than 30 Days' written notice in advance of cancellation, change or amendment restricting coverage Subject to satisfactory proof of financial capability by the Contractor for self-insurance of the Contractor's Equipment, the Owner agrees to waive the equipment insurance requirement, and for the purpose of this Contract, the Contractor shaii be deemed to be insured. This policy shall be amended to provide permission for the Contractor to grant.prior releases with respect to damage to the Contractor's Equipment. GC 6.03.07 insurance Requirements and Duration .01 Unless specified otherwise the duration of each insurance policy shall be from the date of commencement of the Work until 10 Days after the date of Final Acceptance of the Work, as set out in the Final Acceptance Certificate. .02 The Contractor shag provide the Owner, on a form acceptable to the Owner, proof of insurance prior to commencement of the Work, and signed by an officer of the Contractor and either the underwriter or the broker. 03 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each insurance policy exclusive of information pertaining to premium or premium bases used by the insurer to determine the cost of the insurance. The certified true copy shall include a signature by an officer of the Contractor and in addition, a signature by an officer of the insurer or the underwriter or the broker. .04 Where a policy is renewed the Contractor shall provide the Owner, on a form acceptable to the Owner, renewed proof of insurance immediately following completion of renewal. Ob Unless specified otherwise the Contractor shall be responsible for the payment of deductible amounts under the policies. .~~~ If the Contractor fails to provide or maintain insurance as required in subsection GC 6.03, t~c~ntractor's Insurance, or elsewhere in the Contract Documents, then the Owner will have the right to provide and maintain such insurance and give evidence thereof to the Contractor. The Owner's cost i'r~ereof shall be payable by the Contractor to the Owner on demand. ~~~ ~~' OPS C3eneral Conditlona of Cor~trad-September 1899 A7 If the Contractor fails to pay the cost of the insurance placed, by the Owner within 30 Days of the date on which the Owner made a formal demand for reimbursement of such_costs the Owner may deduct the costs thereof from monies which are due or may become due to the Contractor. GC 6.04 Bonding .01 The Contractor shall provide the Owner with the surety bonds in the amount required by .the tender documents. .02 Such `bonds shall be issued by a duly licensed surety company authorized to transact a business of suretyship in the Province of Ontario and shall be maintained in good standiri~ until the fulfilment of the Contract. OPS C3eneral Condkions of Contrail -September 1999. Pnge 27 SECTION GC 7.0 -CONTRACTOR'S RESPONStBIUT1ES AND CONTROL OF THE WORK GC 7.01 General 01 The Contractor warrants that the site of the Work has been visited during the preparation of the Tender and the character of the Work and ail local conditions which may affect the pertormance of the Work are known. .02 The Contractor shall not commence the Work nor deliver anything to the Working Area until the _ 'Contractor has received a written order to commence the Work, signed by the Contract Administrator. .03 The Contractor shall have complete control of the Work and shall effectively direct and supervise the Work so as to ensure conformity with the Contract Documents. The Contractor shall be responsible for construction means, methods, techniques, sequences and procedures and for coordinating the various parts of the Work. ~; . .04 The Contractor shall have the sole responsibility for the design, erection, operation,~maintenance and .removal of temporary structures and other temporary facilities and the design and execution of ~«nstruction methods required in their use. .05 ~ Notwithstanding paragraph GC 7.01.04, where the Contract Documents include designs for temporary structures and other temporary facilites or specify a method of construction in whole or part, such facilities and methods shall be considered to be part of the design of the Work, and the Contractor shall not be held responsible for that part of the design or .the specified method of construction. The Contractor shall, however,. be responsible for the execution of such design or specified method of construction in the same manner that the Contractor is responsible for the execution of the Work. ~ i .06 The Contractor shall execute the terms of the Contract in strict compliance with the requirements of I the Occupational Health and Safety Act, R.S.O. 1990, c.O.1 (the "Act") and Ontario Regulation 213/91 (which regulates Construction Projects) and any other regulations under the Act (the "Regulations") which may affect the performance of the Worlc, as the "constnuctor" or "employer", as defined by the Act, as the case may be. The Contractor shall ensure that: a) worker safety is given first priority in planning, pricing and performing the Work; b) its officers and supervisory employees have a working knowledge of the duties of a "constructor" '. and "employer" as defined by the Act and the provisions of the Regulations applicable to the Work, and a personal commitment to comply with them; c)•' a capy of the most current version of the Act and the Regulations are available at the Contractor's _ office within the Working Area, or, in the absence of an office, in the possession of the supervisor ~~responsible for the pertormance of the Work; d)'~workers employed to cant' out the Work possess the knowledge, skills and protective devices required by law or recommended for use by a recognized industry association to allow them to work in safety; e) its supervisory employees carry out their duties in a diligent and responsible manner with due consideration for the health and safety of the workers; and . f) alt Subcontractors and their employees are properly protected from injury while they are at the work place. .07 The Contractor when requested shall provide the Owner with a copy of its health and safety policy and program at the pre-start meeting, and shall respond promptly to requests from the Owner for confirmation that its methods and procedures for carrying out the Work comply with the Act and Regulations. The Contractor shall cooperate with representatives of the Owner and inspectors appointed to enforce the Act and the Regulations in any investigations of worker health and safety in the performance of the Work. The Contractor shall indemnify and save the Owner harmless from any additional expense which the Owner may incur to have the Work performed as a result of the Contractor's failure to comply with the requirements of the Act and the Regulations. Peye 28 OPS General CondHlorn o/.Contrad -September 1999 .08 Priorto commencement of the Work the Contractor shall provide to the Contract Administrator a list of those products controlled under the Workplace Hazardous Materials `Information System. or WHMIS, which the Contractor expects to use on the Contract Related Materials Safety Data Sheets shall accompany the submission.. All containers used in the application of products controlled under WHMIS shall be labelled. The Contractor shall notify the Contractor Administrator of changes in writing and provide relevant Material Safety Data Sheets. .09 The Contractor shall have an authorized representative on the site while any work is being performed, to act foror on the Contractor's behalf.. Prior to commencement of construction, the Contractor shall notify the Contract Administrator of the names; addresses; positions and telephone numbers. of. the Contractor's representatives who can. 6e contacted at any time to deal with matters relating to the Contract. .10 The Contractor shall; at na addhional cost to the Owner,. furnish all reasonable aid; .facilities and assistance required by the Contract Administrator for the: proper. inspection and examination of the Work or the taking of measurements for the purpose ofi payment .11 The Contractor shall prepare, and update as required, a constriction schedule-indicating the timing of the major and critical activities of the Work. The schedule shall be designed to ensure conformity ~, with the specified Contract Time. The schedule shall be submitted to the Contract ,Administrator within 14 Days from the date ofthe Contract award. _ .12 Where the Contractor .finds any error, inconsistency or omission relating to the Contract, the Contractorshall'prornptly report it to the Contract Administrator and shall not proceed with the activity affected until receiving-direction from the Contract Administrator. .13 The. Contractor shall arrange: with the appropriate utility .authorities for the stake out of ail underground utilities and service connections which may be affected by .the :Work. The Contractor shall be responsible for any damage done to the underground utilities by the Contractors forces during construction if the stake out locations .are within the tolerances given in paragraph,. GC 2.01.01 a}. GC 7.02. Layout .01 Prior to corlimencement of construction; the Contract Administrator and the Contractor will. locate on site those property bars, baselines. and benchmarks which are necessary to delineate the Working Area and to lay outthe Work, all as shown on the Contract Drawings. .02 The Contractor shall be responsible for the preservation of al! pcoperty-bars`while the Work is in progress, except those property bars which must be removed: to ~facilitate::the Work. .Any other property bars disturbed, damaged or.removed by the Contractor's operations shall be replaced by.an Ontario Land Surveyor, at the Contractor's expehse. .03 At no extra cost to the Owner, the Contractor. shall provide the Contract Administrator with such materials and devices as may be necessary to fay out the baseline and benchmarks, and as may be necessary for the inspection of the Work. .04 The Contractor shall provide qualified personnel to lay out and :establish all Ilnes and grades necessary for construction. The Contractor. shall notify the Contract Administrator of any layout work carried out, so that the same may be checked by the Contract Administrator. A5 The Contractor shall install and maintain substantial alignment markers and ..secondary benchmarks as may be required for the proper execution of the Work. The Contractor shall supply one copy of all alignment and grade sheets to the Contract Administrator. OPS General CondH{ons of Contrail • September 1889 Pope 28 .06 The Contractor shall assume full responsibility for alignment, elevations and dimensions of each and all parts of the Work, regardless of whether the Contractor's layout work has been checked by the Contract Administrator. .07 All stakes, marks and reference points provided by the Contract Administrator shalt be carefully preserved by the Contractor. In the case of their destruction or removal as a result of the Contractor's operations, such stakes, marks and reference points will be replaced by the Contract Administrator at the Contractor's expense. GC~7.03 Damage by Vehicles or Other Equipment 01 If at any time, in the opinion of the Contract Administrator, damage is being done or is likely to be done to any Roadway or any improvement thereon, outside the WoNcing Area, by the Contractor's `vehicles or other equipment, whether licensed or unlicensed equipment, the Contractor shall, on the direction of the Contract Administrator, and at no extra cost to the Owner,. make changes or :sibstitutions for such vehicles or equipment, and shalt alter loadings, or in some other manner, remove the cause of such damage to the satisfaction of the Contract Administrator. GC 7.04 Excess Loading of Motor Vehicles .01 '`Where a vehicle is hauling Material for use on the Work, in whole or in part upon a Highway, and where motor vehicle registration is required far such vehicle, the Contractor shall not cause or permit such vehicle to be loaded beyond the legal limit specified in the Highway Traffic Acf, R.S.O. 1990, c.H.B, as amended, whether such vehicle is registered in the name of the Contractor or otherwise, 'except where there are designated areas within the Working Area where overloading is permitted. ' The Contractor shall bear the onus of weighing disputed loads. GC 7.05 Condition of the Working Area ! .01 The Contractor shall maintain the Working Area in a tidy condition and free from the accumulation of debris, other than that caused by the Owner or others. GC 7.06 Maintaining Roadways and Detours .01 Where an existing Roadway is affected by construction, it shall be kept open to traffic, and the Contractor shall, except as otherwise provided in this subsection, be responsible for providing and maintaining for the duration of the Work, a road through the Working Area, whether along an existing Highway, including the road under construction, or on detours within or adjacent, to the Highway, in accordance with the MUTCO. .02 T~h~e Contractor shall not be required to maintain a road through the Working Area until such time as the Contractor has commenced operations or during seasonal shut down or on any part of the Contract that has been accepted in accordance with these General Conditions. The Contractor shall not be required to apply deicing chemicals or abrasives or cant' out snowplowing. .03 Where localized and separated sections of the Highway only are affected by the Contractor's operations, the Contractor will not be required to maintain intervening sections of the Highway until such times as these sections are located within the limits of the Highway affected by the Contractor's general operations under the Contract 04 Where the Contract Documents provide for or the Contract Administrator requires detours at specific locations, payment for the construction of the detours, and if required, for the subsequent removal of the detours, will be made at the Contract prices appropriate to such work. Page 30 OPS General Condfdorts or Contract -September 1899 .05 The Contractor shall maintain, in a satisfactory condition for traffic, a .road through the Working Area, at the Owners: expense.. The road through the Working Area will include any •detour constructed in accordance with the Contract Documents or required by the Contract Administrator.. Compensation for all labour, equipment and materials to do this work shall be at the Contract prices appropriate to the work and; where there are no-such prices, at negotiated prices. Notwithstanding the foregoing, the cost of blading required to maintain. the surface. of such roads and detours shall be deemed to be included in the: prices bid for the various tender items and no additional payment will be made. . :06 Where work under the~Contract is discontinued for any extended period including seasonal.shutdown, 'the Contractor shall, when directed by the Contract Administrator, open and place the Roadway and detours in a passable, safe and. satisfactory condition,forpublic travel .OT Where the Contractor constructs a detour which is not specifically provided for. in the Contract Documents; or required by the Contract Administrator, the construction of the detour and, rf, required, the subsequent removal shall be performed at the:-.Contractor's expense... The detour .shall be constructed 'and maintained.. to structural''ar5d' geometric ; standarcis~approVed by the `Contract Administrator. Removal and .site restoration: shall: be petformed.:as~ directed by the Contract Administrator.. :08 Where,. with the prior written approval of the Contract Administrator, the Highway is closed and the 'traffic diverted entirely off the Highwayto any other Highway, the Contractor shall, at no extra cost to the Owner, supply, erect and: maintain traffic control devices in acxordance with the MUTCD. A9 Compliance with. the foregoing provisions shall in no way relieve the Contractor of obligations under ' subsection GC 6:01,~ .Protection of Work, Persons and'Property, dealing with the. Contractor's responsibility for damage claims, except for claims arising on sections of Highway within the Working Area that are being maintained by others. GC7.07 Access to Properties Adjoining- the Work and )nterruption ,of .Utility .Services .01 The Contractor hall provide at all times,. and at no extra cost to the Owner, a) adequate pedestrian and vehicular access; and b) continuity. of Utility services to properties adjoining the Working Area. .02 The Contractor shall provide at all times and at no extra cost to the Owner access to fire hydrants, and water and gas valves located in the Working Area. .03 Where any interruptions in the supply of. Utility services are •required,and..are .authorized by the Contract Administrator, the Contractor-shall give the affected property owners :notice in accordance with subsection GC 7.11, Notices by the Contractor, and shall arrange such interruptions so as to create a minimum of interference to those affected, GC 7.08. Approvals and Permits .01 F~ccept as specified in subsection GC 4.02; Approval and Permits, the Contractor shall obtain and pay for any permits, licenses, and certificates which at the date of tender closing, are required for the performance of the Work. .02 The Contractor shall arrange for all necessary inspections required by the approvals and permits specified in paragraph GC 7.08.01. OPS C3eneral Conditlona of Contract -September 1999 Pape 31 4 ~ GC 7.09 Suspension of Work .01 The Contractor shall, upon written notice from the Contract Administrator, discontinue or delay any or ail of the Work and work shall not be resumed until the Contract Administrator so directs in writing. Delays, in these circumstances, will be administered according to'subsection GC 3.08, Delays. GC 7.90 Contractor's Right to Stop the Work or Terminate the Contract ,. .01 _If the Owner is adjudged bankrupt or makes a general assignment for the benefrr of creditors because "'of insolvency or if a receiver is appointed because of insolvency, the Contractor may, without prejudice to any other right or remedy the Contractor may have, by giving the Owner or receiver or trustee in bankruptcy written notice, terminate the Contract. , .02' if the Work is stopped or otherwise delayed for a period of 30 Days or more under an order of a court or other public authority and provided that such order was not issued as the result of an actor fault of ~tre Contractor or of anyone directly employed or engaged by the Contractor,; the Contractor may, :uilthout prejudice to any other right or remedy the Contractor may have, by giving the Owner written notice, terminate the Contract. 03 The Contractor may notify the Owner in writing, with a copy to the Contract Administrator, that the Owner is in default of contractual obligations if, a) the Contract Administrator faits to issue certificates in acxordance with the provisions of Section GC 8.0, Measurement and Payment; b) the Owner faits to pay the Contractor, within 30 Days of the due dates identified in clause GC 8.02.03, Certification and Payment, the amounts certified by the Contract Administrator or within 30 Days of an award by an arbitrator or court; or c) the Owner violates the requirements of the Contract. .04 The Contractor's written notice to the Owner shall advise that if the default is not corrected in the 7 Days immediately following the receipt of the written notice the Contractor may, without prejudice to any other right or remedy the Contractor may have, stop the Work or terminate the Contract .05 If the Contractor terminates the Contract under the conditions set out in this subsection, the Contractor shall be entitled to be paid for ail work performed according to the Contract Documents and for any losses or damage as the Contractor may sustain as a result of the termination of the Contract GC ?.17 Notices by the Contractor .01 Before work is carried out which may affect the property or operations of any Ministry or agency of government or any person, company, partnership.or corporation, including a municipal corporation or any board or commission thereof, and in addition to such notices of the commencement. of specified operations as are prescribed elsewhere in the. Contract Documents, the Contractor shall give at least 48 hours advance written notice of the date of commencement of such work to the person, company, partnership, corporation, board, or commission so affected. , 02 In the case of damage to, or interference with any utilities, pole lines, pipe lines, conduits, farm tiles, or other public or privately owned works or property, the Contractor shall immediately notify the Owner and the Contract Administrator of the location and details of such damage or interference. PsQe 32 OPS C3enerai Condklons of Contrail -September 1899 GC 7.12 Obstructions .01 Except as otherwise noted in these General Conditions, the Contractor 2ssumes all the risks and responsibilities arising out of any obstruction encountered in the performance of the Work and any traffic conditions, including traffic conditions on any Highway or road giving :access. to the Working Area caused by such obstructions, and the Contractor shall not make any claim. against the Owner for any loss, damage or expense occasioned thereby. .02 Where the obstruction is ,a Utility or other man-made object, the Contractor shall not be required to. .assume the risks 'and responsibilities arising out of such obstruction, .unless the location of the .. obstruction is shown on the plans or described in the specifications. and the location. so shown is within the tolerance specified in paragraph GC 2.01.01 a), or unless the presence and location of the obstruction has otherwise been made known to the Contractor or could have. been determined by the visual site investigation made by the Contractor in accordance with these General Conditions. .03 During the course of the Contract, it is the.Contractor's responsibility;taconsultyvith Utility companies or otherappropriate authorities for furtherinformation in~regardao.the_exact~tacation.of these Utilities, to exercise the necessary care in construction°operations;-and~to-take such~other.precautions as are necessary to safeguard the Utility from damage. GC 7.13 Limitations of Operations .01 Except for such work as may be required by the Contract Administrator~to maintain the Work in a safe and satisfactory condition, the Contractor shall not carry on operations under the Contract on Sundays without permission in writing from the Contract Administrator. . .02 The Contractor shall cooperate with other Contractors, Utility .companies and the Owner and they shall be allowed access to theirwork or plant at all reasonable times. GC 7.14 Cleaning Up Before Acceptance .01 Upon attaining Substantial Performance of the Work, the Contractor shall remove surplus materials, tools, construction machinery and equipment not required for the,perfcrrrtance of the remaining Work. The. Contractor shall also remove all temporary works and debris other than that caused by. the i Owner, or others and leave the Work and Working Area clean and .suitable for occupancy by the Ownerunless otherwise specified. .02 The Work shall not be deemed to have reached Compfetion'untilahe~-Contractor has removed surplus materials, tools, construction machinery and equipment. The Contractor shall also have removed debris, other than that caused by the Owner, or others. GC7.15 Warranty .01 The Contractor shall be responsible for the proper performance of the Work only to the extent that the design and specifications permit such performance. .02 Subject to the previous paragraph the Contractor shall correct promptly, at no additional cost to the Owner, defects or deficiencies in the Work which appear, a) prior to and during the period of 12 months from the date of Substantial Performance of the Work, as set out in the. Certificate of Substantial Performance of the Work, b) where the work is completed after the date of ''Substantial Performance, 12 months after Completion of the Work, c) where. there is no Certificate of Substantial Performance, 12 months from the date of Completion of the Work as set out in the Completion Certificate, or OPS C3enaral CondK{ona of Contras! -September 1999 Page 33 K ~ d) such longer periods as may be specified for certain Materials or some of the Work. The Contract Administrator will promptly give the Contractor written notice of observed defects or deficiencies. 03 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of paragraph GC 7.15.02. .~~.: -,~. > ~€t~ _. Page 34 OPS General Ca~ditlons of Corttrat~ -September 1999 SECTION GC 8.0 - MEASt1REMENT AND PAYMENT GC 8.01 Measurement GC 8.01.01: Quantities .01 The Contract Administrator will make an estimate once a month, in writing, of the quantity of Work performed. The first estimate will be the quantity of Work performed , ince the Contractor commenced the Contract,'and every subsequent estimate; except the final one, wilL.be of the quantity of Work performed since the preceding estimate was made. The Contract Administrator will provide the wpy of each estimate to the Contractor within 10 Days of the Cut-Off Date. :02 Such quantities for progress payments shall be construed and held to approximate. The final ~~ quantities for the issuance of the Completion Certificate shall be-based on the measurement of Work completed. .03 Measurement of the quantities of the Work: performed will bey either, by~~Actual Measurement or by Plan Quantity principles as indicated•in the'Cortract""'Adjustmentsao°:PIan~Quantity measurements will normally be made using Plan Quantity principles but may,. where appropriate,; be made using Actual Measurements. Those items' identified on'the Tender by the notation (P) in'the unit column •~ shall be paid according to the Plan Quantity. Items where the notation (P) does not occur shall be paid accordingto Actual Measurement GC 8.01.02 Variations in Tender Quantities .01 Where it appears that the quantity of Work to t}e .done and/or Material to be,supplied by the Contractor under a unit price tender :item will exceed or be less than the tender quantity, the Contractor shall proceed to do the Work and/or supply the Material required to complete-the tender item and payment will be made for the. actual amount of Work done and/or Material supplied:at the • unit prices stated in the Tender except as provided below:.. a) In the-case of a Major Item where the quantity of Work performed and/or Material supplied by the • Contractor exceeds thetender quantity by more than 15%, eitherparty o the Contract may make a written request to the other party to negotiate a revised unit price for-chat portion of-the Work ! performed and/or•Material supplied which exceeds 115% of the tender quantity: The negotiation j shall be carried out as soon as reasonably possible. Any revision of the unit price shall be based on the reasonable cast of doing the Work and/or supplying the Material under the tender item plus a reasonable allowance forprofit and applicable overhead. ` " b) In the case of a Major Item where the`quantity~ofWork performed~andlor°Material supplied by the Contractor is less than 85% of the tenderquantity, a Contractor maymake a written request to negotiate for the portion of the actuahoverheadsand.fixed:costs,applicabte,.to the amount of the underrun in excess of 15% of the tenderquantity: For purposes of the'~~negotiation, the overheads and fixed costs applicable to the item are deemed to have been prorated uniformly over 100% of the tender quantity for the item. Overhead costs shall be confirmed by a statement certified by the Contractor's senior financial. officer or auditor and may be audited by the Owner. Alternatively, where both parties agree,. an allowance equal to 'i0% of the' unit price on the amount of the underrun in excess of 15% of the tender quantity will be paid..: Written requests for compensation must be received no later than 60 Days after the issuance of the Completion Certificate. GC 8.02 Payment GC 8.02.01 Price for Work .01 .Prices for the Work shall be full compensation for all labour, Equipment and Material required in its performance. The term "all labour, Equipment and Material" shall include Hand Tools, supplies and other incidentals. - - • OPS Oenerat Condttlons of Contract -September t899 Page 3b .02 Payment for work not specifically detailed as part of any one item and without specified details of -- payment will be deemed to be included in the items with which it is associated. GC 8.02.02 Advance Payments for Material .01 The Owner will make advance payments for Material intended for incorporation in the Work upon the written request of the Contractor and according to the following terms and conditions: - a) The Contractor shall, in advance of receipt of the shipment of the Material, arrange for adequate and proper storage facilities and notify the Contract Administrator of their locations. b) The value of aggregates, processed and stockpiled, shall be assessed by the following procedure: i. Sources Other Than Commenciai (1)Granular'A', 'B' and'M' shall be assessed at the rate of 60% of the Contract price. (2)Coarse and fine aggregates for hot mix asphaltic concrete, surface treatment and Portland ` cement concrete shall be assessed at the rate of 25°k of the Contract price for each aggregate stockpiled. -~~ ~ii. - Commercial Sources ~.=: ~ Payment for separated coarse and fine aggregates will be considered at the above rate when `'=~ - such materials are stockpiled at a commercial source where further processing is to be carried out before incorporating such materials into a final product Advance payments for other materials located at a commercal source will not be made. c) Payment for all other materials, unless otherwise specifed elsewhere in the Contract, shall be based on the invoice price, and the Contractor shalt submit proof of cost to the Contract Administrator before payment can be made by the Owner. d) The payment for all Materials shall be prorated against the appropriate tender item by paying for ~ • sufficient units of the item to cover the value of the material. Such payment shall not exceed 80% of the Contract price for the item. e) All Materials for which the Contractor wishes to receive advance payment shall be placed in the designated storage location immediately upon receipt of the material and shall thenceforth be held by the Contractor in trust for the Owner as collateral security for any monies advanced by the 'Owner and for the due completion of the Work. The Contractor shall not exercise any act of ownership inconsistent with such security, or remove any Material from the storage locations, except for inclusion in the Wark, without the consen#, in writing, of the Contract Administrator. f) Such materials shall remain at the risk of the Contractor who shall be responsible for any loss, damage, theft, improper use or destruction of the material however caused, .02 Where the Owner makes advance payments subject to the conditions listed in paragraph GC 8.02.02.01, such payment shall not constitute acceptance of the Material by the Owner. Acceptance shall only be determined when the material meets the requirements of the appropriate specification. GC 8.02.03 Certification and Payment GC 8.02:03.01 Progress Payment Certificate .01 The value of the Work performed and Material supplied will be calculated once a month by the Contract Administrator in accordance with the Contract Documents and .clause GC 8.01.01, Quantities. .02 The progress Payment Certificate will show, a) the quantities of Work performed; b) the value of Work performed; c} any advanced payment for Materials; d) the amount of statutory holdback, liens, Owner's set-off; e) the amount of GST as applicable; and f) the amount due the Contractor. Page 36 OPS General Condkions of Contract -September 1989 .03 One copy ofthe progress Payment Certificate will be sent to the Contractor.. ~. .04 Payment will be made within 30 Days of the Cut-0ff Date. GC 8.02.03.02 Certification of Subcontract Completion .01 Before the. Work has reached the stage of Substantial Performance, the Contractor may notify the Contract. Administrator, in writing that a subcontract is completed satisfactorily and ask that the Contract Administrator certify.the completion of such subcontract .02 The Contract Administrator will issue a Certificate of Subcontract Completion if the subcontract has been completed satisfactorily, and all required .inspection and. testing of the works covered by the subcontract have been carried out and the results are satisfactory. . A3 The'Contract`Administratorwill set out in the.Certificateof Stibconttact<C.orl~pletion the date.on which ~ the subcontract-was completed-and within'? Days ofae date ae-subcontract-is certified~.complete, the Contract Administrator will give a copy'ofthe certificate to.the~Contractor aadao the Subcontractor concerned. '~ GC 8.02.03.03 Subcontract Statutory Holdback Release Certificate and Payment .01 Following receipt of the Certificate of Subcontract Completion, the Owner Will release :and pay the Contractor the statutory holdback retained in respect of the subcontract_ Such releaseshall, be made . 46 Days after the~date the subcontract was certified complete and providing the. Contractor submits .. the following to the Contract Administrator. ` a) a document satisfactory to the Contract Administrator that will release the Owner from all further claims relating to the subcontract, qualified by stated exceptions such as holdback monies; b) evidence satisfactory to the Contract Administrator that the Subcontractor has discharged all liabilities incurred in carrying out the subcontract; i c) a satisfactory Gearance certificate or letter. from the Workplace Safety and Insurance Board relating to the subcontract; and d) a copy of the contract between.the Contractor and the Subcontractor and:asatisfactory statement showing the total amount due the Subcontractor from the Contractor. l .02 Paragraph GC 8.02.03.03.01 d), will only apply to Lump Sum Items and then only when the Contract Administrator specifically requests. it .03 Upon receipt of the statutory holdback, .the Contractorshallforthwith ~•give: the Subcontractor the payment due under the subcontract . .04 Release of statutory holdback by the Owner- in respect of a • subcontract shall not relieve the' Contractor, or the Contractor's Surety, of any of their responsibilities. GC 8.02.03.04 Certification of Substantial Performance - .01 Upon application by the Contractor and where the Contract has been substantially performed the Contract Administrator will issue a Certiftcate of Substantial Performance. .02 The Contract Administrator will set out in the Certificate of Substantial Performance the date on which the Contract was substantially performed and within 7 Days after signing the said certificate the Contract Administrator will provide a copy to the Contractor. .03 Upon receipt of a copy of the Certificate of Substantial Performance, the Contractor shall forthwith, as required by Section 32(1) Paragraph 5 of the .Construction.. Uen Act, R.S.O. 1990, c.C.30, as amended, publish a copy of the certificate in a construction trade newspaper. Such publication shall .include placement in the Daily Commercial News. OPS C3eneral CondiHona o4 Contract -September 1999.... Page 37 04 Where the Contractor fails to publish a copy of the Certificate of Substantial Performance as required above within 7 Days after receiving a copy of the certificate signed by the Contract Administrator, the .} Owner may publish a copy of the certificate at the Contractor's expense. .05 F~ccept as otherwise provided for in Section 31 of the Construction Lien Act, the 45-day lien period prior to the release of holdback as referred to in clause GC 8.02.03.05, Substantial Performance Payment and Statutory Holdback Release Payment Certificates, shall commence from the date of publication of the Certificate of Substantial Performance as provided for above. GG-8.02.03.05 Substantial Performance Payment and Substantial Performance Statutory Holdback Release Payment Certificates .01 When the Contract Administrator issues the Certificate of Substantial Performance the Contract Administrator will also issue the Substantial Performance Payment Certificate and the Substantial Performance Statutory Holdback Release Payment Certificate or where appropriate, a combined ;payment certificate. ~ - .~ _... =~ k .02 .~:~~;ie Substantial Performance Payment Certificate will show, - ,,.., °`a~-the Value of Work performed to the date of Substantial Performance; b} the value of outstanding or incomplete Work; c} the amount of the statutory holdback, allowing for any previous releases of statutory holdback to the Contractor in respect of completed subcontracts and deliveries ofpre-selected equipment; d) the amount of maintenance security required; and e) the amount due the Contractor. .03 Payment of the amount certified wilt be made within 30 Days of the date of issuance of the payment 'certificate. .04 The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment l certificate releasing to the Contractor the statutory holdback due in respect of Work perfomned up to. the date of Substantial Performance. Payment of such statutory holdback shall be due 46 Days after ,~ the date of publication of the Certificate of Substantial Performance but subJect to the provisions of the Construction Lien Act and the submission by the Contractor of the following documents: a) a release by' the Contractor in a form satisfactory to the Contract Administrator releasing the Gwner from all further claims relating to the Contract, qualified by stated exceptions such as ~~ outstanding work or matters arising out of subsection GC 3.14, Claims, Negotiations, Mediation; i b} a statutory declaration in a form satisfactory to the Contract Administrator that ail liabilities incurred :;t;,~,~*by the Contractor and the Contractor's Subcontractors in carrying out the Contract have been ~. ' 'discharged except for statutory holdbacks properly retained; c) ,a satisfactory Certificate of Clearance from the Workplace Safety and Insurance Baard; and ~d).'~proof of publication of the Gertifcate of Substantial Performance. GC 8.02.03.06 Certification of Completion .01 Upon application by the Contractor, and when the Contract reaches Completion, the Contract Administrator will issue a Completion Certificate. .02 The Contract Administrator will set out in the Completion Certificate the date on which the Work was completed and within ?Days of signing the said certificate the Contract Administrator will provide a copy to the Contractor. Page 38 OPS C3eneral Conditions or Corrtrad • September 1999 GG 8.02.03.07 Completion Payment and Completion Statutory .Holdback Release Payment Certificates .01 .When the Contract Administrator issues the. Completion Certificate, the Contract Administrator will also: issue the Completion Payment Certificate and the Completion Statutory Holdback Release Paymenf Certificate or where appropriate, a combined payment certificate. .02 The Completion Payment Certificate will show, ' a) measurement and value of Work at Completion; ' b) the amount of the furtherstatutory holdback based on the value of further work .completed over. and above the value of work completed shown in the Substantial Performance. Payment Certificate referred to above; and c) the amount due the Contractor. .03 The Completion Statutory Holdback Release:.Payment.:Certifi,pte_ wtll;~be;-:a, payment .certificate releasing to the Contractor the' further statutory'holdback:' `Payment;of.~suchstatutory holdback shall be due 46 Days after the date of Completiortof the.Woric.as established by;the;Completion.Certificate but subject to the provisions of the Construction Lien Act and;thesubmission by. the Contractor of.the following. documents: a) a release by. the Contractor in a form satisfactory to the Contract Administrator releasing the Owner from all further claims relating to the Contract, qualified by stated .exceptions where aPPropriate; b) a statutory declaration in a form satisfactory to the Contract Admini trator that all liabilities incurred by the Contractor and the Contractor's Subcontractors in carrying out the. Contract, have been discharged, qualified by stated exceptions where appropriate; and c) a satisfactory Certificate. of Clearance from the Workplace Safety and Insurance Board. GC' 8.02.03.08 Interest .01 Interest due the Contractor is based on simple interest and is calculated-using the applicable Rate of Interest. GC 8.02.03.09 Interest for Late Payment .01 Provided the Contractor has complied with the requirements of the `Contract including all documentation requirements, when payment by the Owner o the Contractor for Work performed, or for release of statutory holdback, is delayed by .the Owner, hen the .Contractor shall be entitled to .receive interest on the outstanding payment at the Rate of lnterest,~if~payntent,'.is not received on the dates set out below: a) Progress Payment Certificates: 30 Days after the Cut-0ff Date; . ;" b) Certificate of Subcontract Completion: 30 Days after the date certified as -the date on,which the subcontract was completed; c) Subcontract. Statutory Holdback Release Payment Certificate; 76 Days after the date on which the subcontract was completed; d)' Substantial Performance Payment Certificate: 30 Days, after the'date of issuance of the certificate. e) Substantial Performance Statutory Holdback Release Payment Certificate: 76 Days after publication of the Payment Certificate of Substantial Performance; f) .Completion: Payment Certificate: 30 Days after the date certified as the date on which the Contract reached Completion; g) Completion Statutory Holdback Release Payment Certificate: 76 Days, after the date certified as the date which the Work was completed. .02 If the Contractor has not complied with the requirements of the Contract, including all documentation requirements, prior to expiration of the time .periods described In paragraph GC 8.02.03.09.01, interest will only begin to accrue when the Contractor has completed those requirements. OPS Generel Condklona of Control -September 1999. Page 39 ,~ GC 8.02.03.10 interest for Negotiations and Claims .01 F~ccept as hereinafter provided, where a notice of negotiation, notice of intent to claim and the subsequent claims are submitted in accordance with the time limits and/or procedure described by subsection GC 3.14, Claims, Negotiations, Mediation, the Owner will pay the Contractor the Rate of Interest on the amount of the negotiated price for that part of the Work or on the amount of the settled claim. Such interest will not commence until 30 Days after the satisfactory completion of that part of the Work. .02:Where the Contractor does not attempt to resolve the negotiation or the claim in an expeditious - , :.. manner, interest shall be negotiable. .03 Where the Contractor fails to give notice of a claim within the time limit prescribed by subsection GC 3.14, Claims, Negotiations, Mediation, interest shall not be paid. .04.;~:1~y~-ere,a Contractor fails to comply with the 30-day time limit and the procedures prescribed in paragraph GC 3.14.03.03 for submission of claims, interest shall not be paid for the delay period. ~_.,.... GC 8:02:03:11 Owner's Set-Off .01 .,pursuant to Section 12 of the Construction Lien Act, the Owner may retain from monies owing to the Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work, claims for damages by third parties which have not been determined in writing by the Contractor's insurer, undetermined claims by the Owner under paragraph GC 8.01.02.01 a), any assessment due the Workplace Safety and Insurance Board and any monies to be paid to the workers in acxordance with clause GC 8.02.06, Payment of Workers. I .02 Under these ciroumstances the Owner will give the Contractor appropriate notice of such action. ' . 1 GC 8.02.03.12 Delay in Payment , .01 The Owner shall not be deemed to be in default of the Contract provided any delay ~in payment does not exceed 30 Days from the due dates as defined in paragraph GC 8.02.03.09.01. GC 8.02.04 Payment on a Time and Material Basis GC.8.07~,.04.01 Definitions s. .01 Forthe purpose of this clause the following definitions apply: .. ~;, . Cost of Labour. means the amount of wages, salary, travel, travel time, food, lodging or similar items and Payroll Burden paid or incurred directly by the Contractor to or in respect of labour and supervision actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour and supervision, but shall not include any payment or costs incurred for general supervision, administration of management time spent on the entire Work or any wages, salary or Payroll Burden for which the Contractor is compensated by any payment made by the Owner for Equipment. Cost of Material: means the cost of Material purchased, or supplied from stock, and valued at current market prices, for the purpose of carrying out Extra Work, by the Contractor, or by others when such arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices. Operated Rented Equipment: means Rented Equipment for which an operator is provided by the supplier of the equipment and for which the rent or lease includes the cost of the operator. Page 40 OPS Cienetsi Condklons of Corttrad - S®ptember 1898 Payroll Burden: means the payments in respect of workplace insurance, vacation pay, employment insurance, public liability and property damage insurance, sickness and accident insurance, pension fund and such other welfare and benefit payments forming part of the Contractor's normal labour costs. Rented Equipment: means equipment that is rented or leased for the special purpose of Work on a Time and Material Basis from a person, firm or corporation that is not an associate of the lessee as defined by the Securities Acf, R.S.O. 1990, c.S.5, as amended, and is approved by the Contract Administrator. Road Work: means the preparation, construcction, finishing and construction maintenance of roads, `streets; highways and• parking'lots and includes all work incidental thereto other than work on structures. _ .. . Sewer and Watermain Work: means the preparation, construction, finishing . and construction maintenance~of sewersystems and watermain systems, and includes all work incidental thereto other than work on structures. Standby~Time: "means any°period of time which' is`not-considered-Working.Tme:;and which together with the Working Time does not exceed'10 hoursin-.any:one<WorkingDay..:and:duririg .which time a unit of equipment cannot practically be used on other~work-but must:rsmain:ott.the:site;in:.order to,continue with its'assignedtask and during which time the unit is in fully operable condition. Structure Work: means the construction, reconstruction, repair, alteration, remodelling, renovation or demolition of any bridge, buliding, tunnel or retaining wall and includes the preparation for and the laying of the foundation of any bridge, building, tunnel orretaining wail and the installation of equipment and appurtenances incidental thereto. The 127 Rate: means the rate for a unit of equipment as listed in•OPSS 127; Schedule of Rental Rates for Construction Equipment Including Model and Specification Reference, which is current at the time the work is carried out or for equipment which is not so listed, the rate which has been calculated by the Owner, using the same principles as used in determining The 127 Rates. Work on a Time and Material Basis: means Changes in the Work, Extra Work and Additional Work approved by the Contract Administrator for payment~on a Time-and Material basis. The Work on a Time and Material Basis shall be subject to ail the terms, conditions, specifications ,and provisions of the Contract Working Time: means each period of time during which a unit of equipment is, actively and of necessity engaged on a specific operation and the first 2 hours of each. immediately.. fpllowing .period during which 'the unit is not so engaged but during which-the operations.is.otherwise,proceeding.and during,which time the unit cannot practically be transferred to otherwork but must remain on the site.in order to continue with its assigned tasks and during which time the-unitis.in a fully operable condition....., GC 8.02.04.02 Daily Work Records .01 Daily-Work Records prepared as the case may be by either the Contractor's representative or the Contract Administrator and ~ reporting the labour and Equipment employed and the Material used on each Time and Material project, shall be-reconci~ed and signed each day by both the Contractor's representative and the Contract Administrator. GC 8.02.04.03 Payment for Work 01 Payment as herein provided shall be full compensation for ail labour, Equipment and Material to do the Work on a Time and Material Basis except where there is agreement to the contrary prior to the commencement of the Work on a Time and Material Basis. The payment adjustments on a Time and Material basis shall apply to each individual Change Order authorized by the Contract Administrator. OPS General Condit}ons of Contrad -September 1999 pafle 41 ' ~ t I. P j GC 8.02.06 Payment of Workers ~ .01 The Contractor shall, in addition to any fringe benefrts, pay the workers employed on the Work in accordance with the labour conditions set out in the Contract and at intervals of not less than twice a month. .02 The Contractor shall require each Subcontractor doing any part of the Work to pay the workers employed by the Subcontractor on the Woric in accordance with paragraph GC 8,02.06.01. :03 Where any person employed by the Contractor or any Subcontractor or other person on the Work is ! i paid less than the amount required to be paid under the Contract, the Owner may set off monies in accordance with clause GC 8.02.03.11, Owner's Set-Off. GC 8.02.07 Records .01 The Contractor shall maintain and keep accurate Records relating to the Work, Changes in the Work, F_xb'a Work and claims arising therefrom. Such Records shall be of sufficient detail to support the total cost of the Work, Changes in the Work, and Extra Work. The Contractor shall preserve all such original Records until 12 months after the Final Acceptance Certificate is issued or until ail claims have been settled, whichever is longer. The Contractor shall require that Subcontractors employed by the Contractor preserve all original Records pertaining to the Work, Changes in the Work, Extra Work and claims arising therefrom for a similar period of time. .02 !f, in the opinion of the Contract Administrator, Daily Work Records are required, such records shall report the labour and Equipment employed and the Material used on any specific portion of the Work. The Daily Work Records shall be reconciled with and signed by the Contractor's representative each day. .03 The Owner may inspect and audit the Contractor's Records relating to the Work, Extra Work and Changes in the Work at any time during the period of the Contract. The Contractor shall supply 'certified copies of any part of its Records required whenever requested by the Owner. GC 8.02.08 Taxes and Duties .01 Where a change in Canadian Federal or Provincial taxes occurs after the date of tender closing for this Contract, and this change could not have been anticipated at the time of bidding, the Owner will increase or decrease Contract payments to account for the exact amount of tax change involved. .02 Claims for compensation for additional tax cost shall be submitted by the Gontractor to the Contract Administrator on fortes provided by the Contract Administrator to the Contractor. Such claims for additional tax' costs shall be submitted no4 less than 30 Days after ttie date of Final Acceptance. .03 Where the. Contractor benefits from a change in Canadian Federal or Provincial taxes, the Contractor shall submit to the Contract Administrator, on forms provided by the Contract Administrator, a statement of such benefits. This statement shall be submitted not later than 30 Days after Final Acceptance_ .04 Changes in Canadian Federal or Provincial taxes which impact upon commodities, which when left in • place form part of the finished Work, or the provision of services, where such services form part of the Work and where the manufacture or supply of such commodities or the provision of such services is carried out by the Contractor or a Subcontractor, are subject to a claim or benefit as detailed above. Services in the latter context means the supply and operation of equipment, the provision of labour and the supply of commodities, which do not form part of the Work. Page '4'4 OF'S.General Conditions of Contrsd -September 1999 GC 8.02.09 Liquidated Damages .01 When liquidated damages are specified in the Contract and the Contractor fails to complete the Work in accordance with the Contract, the Contractor shall pay,such amounts as are specified in the Contract Documents. i Or'S C3~neral Condklorta of Contrad -September 1899 Page 45