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HomeMy WebLinkAboutDodge Avenue Resurfacing Project11finois Deparbnent f Transprtan $TATE OF ILL114018 Proposal I Contract Cover ........................................................� n PRO'�#3W' TD BY AzTo%v Road on-mr im Qompaay ortr��#o�s � ama 34015. Busse fed 334 SIMIDt y P.O. Box oatn.� ,Y�osp� ��, 4i141� ......................................................... COUNTY OF COOS. CITY F EVAMON (Name 4 My. VsMzqo. Town yr Road OJstrict} EsTwA or- tosv VEOFICAMONS ' PLANS -M.81AL PRO S , 0 DELIVVR AND MULL LL pRC1MSAL CONTRACT PROPOSAL oNTRAOT FOR THE I IMPROVEMENT OF STREET NAME OR ROUTE NO. RESURFACING M)ODGE AVENUE E TIO ESQ, TYKES OF FUNDS N' aiA Q s .............................................................................. . ub iitedfAppmed I ...........#3 [�.................................................. # � y ng�e�rlS+,�r��Qr� o;ita+*rays epariment of ram;porlation CJ RMeasod for bid baW on hmiNd my€�iv Date R;atanlreer C:o w+rence in approval of award pats 3a1r�9 ��giaeer sat -Nagar, RE.- Senior Engineer ,Dn behalf of IDOT purr ant 4o Agr went of UndersWdiq Dated JuV 11, 2000, CITY OF EVANSTON Sj�EQFICATIQNS AND DID DOCUMENTS 1311) MW : 12-16 T'O r RESURFACING OF DODGE AVENUE BW IN DATE, TIME, & PLACE- Tauday, April 19, 2011 at 2:00 P.K. in Room 2404� ]C+'.vaasiov% Civic Centfx, 2100 Ridgo Aveime, Eon osRw, IMinuis 6OZOI BID DOND: 5% of Conn,ad Amount PERFORKANCE, CONTR&' PERIOD. 35 WorkingDays SEALED BIDS TO BE RETURNED TO. - CITY OF EVANSTON ROOM 4200, LORRAINE H.MORTONCIVIC B'1,fM 2 100 RID Of,, AVE NM Fax, W/ 8m8128 City of Eva Won RESURFACING OF DODGE AVE, NU 11- 1-00- lam- w110 Bid Numbeir: I -X Fable of Contents sectioh DRUM 00030 Notice to Bidders.. , .. ............................. . . . . . . 3 List oiF�"�o���t;Strccts I; )efioa Map E O 11�:ftPions #n Bidders ,.................................... .. 002,00 Genoral Conditiom................... ......... ............ ............ 'M MGoals 00900 Supplcmcatal Standard Specifications ..... ................... 35 000 Serial Provisions, Tefticea Standard Details ...... 75 0300 Bid Forin Attachment A, Schedule of Prices Auwhmcmt B, Disclosure of OwnerzWp Weyests Attachment C, MMMEE Goai� Mavit of Joint Venlwe Schcdale of additional WWM BE Subcoatxactors Letter of intent from WWII 13E to perform as S b ontroetors Affidavit of WMEM Goal Irnplemep I ation plaa WW/EBE Participation Waiv" RcquW lac Rate Act Shed Conflict of Inwrest PrQpoW Bid Bond City of Bvanstm, Special ProviMops and a f5dayits #'idavit of Availability Forms to be returned with Did Proposal Bid Form —ectioa 20300 D Schedule of Prices — Attachment A< O Disclosure of E}wn.ersbip In Wrests — Attachment B e NV]BE Goals — ffidovxt of Joint Vonture Schedule of add ifinaI NIMEBE S Ocontr•adon Letter of iatent from MJWJEIM to perform as. u bemtrae rs A.ffdavit of MMEBE Goal Implenwntatio-A plan Wage Rate Act Sheet conflict of Ixttearest Did Soul Q31d S ecurity — AUachmmot D o AffidavilofAvaflabifity City of vaustorx, Special Provisions CITY OF EVANSTON NOTICETO BIDDERS SECTION 00030 Suated bids wil t be zoc ived by fbc C,:ity's f umha,,h)s & Contracts Maiiager h) Room 4200 of the Civic, Cmier looMc,d at 2100 Raft! Avcmtie, EvAnstm T11in0js 60201, kinfi1 :00 P.M.14 cal timo ' esday, Apfl1 19, 2011 and will be: p0lirly mad flx oallor its room 2404. 8ids shalt cov+ r the, UlQw iag, r,;RF �NIx Or, DODG9 AVE, NUF Bid Number. 12-16 oyk on til is pro*t i of udcz Q anat al s, labor, equipment and sorvim for Utz li ty ImprovemcntS, tr t Reswfhema acid all im-,idental 3rWcrratio-n work in Evanston, 'the above i Eern shall con fore to tlio RNuest for Did so�afiieinthe 0fineoftooPtircliasiu &C±onuam Manager. Tlwbid do . t, inc!luding all necemsszirypia "axed speoif atims, wiii be available in the Office of the Puxdlasing & Contracts Manager on March 24, iO 11, Them is a non-r fundable pay ont of $0-00 #'or each. set, C heck's should be made payable to the City ofEvanSton. Tile City 0f Evan"on (the C:iV) in accord 011oe. ith. the Iaws of dl State 0f 111inois, hcrcby notifies al proposcrslbiddas that it will a tfumativelY ensure that tiie colotract s) Ontered into pursuant to IN Notice will be a atded to the sueczssful proposcrfbidde , without disorimi ation Qn the ground of race, color, rel i8i on, sox, age, maul orientation, =4tal status, disabiIity, familial SO tw or ualionaI oTigin.,njo Slato of 11 ji nois yequiresunderPublic%1ork omraotsthattlwc generaipr vai ling rate of wages in this localfly be braid for each aaft- or type of woikcr he3reand r, Uis requirement is in aocordanoi� .villa The PrevailiuS Wage loot (820 ILC±S 13) as a ceded, Thl City of Evanston reserves the tight to reject any or all submittals or to accept the sub ittal s deonxcd most advanta cow to thfe City, neFvanston City Coumil al o resrrves tho 1i8bt to award the co11traet to are Evanston fine if tha€ finWs bid is within 5% of 1 low bid. .ch respondont: sbaIt bc, rNuired to submitwith their grid a disclvairiaf owuersbip interest slakment form in accord ance wi lbthe provisicns0f0rdinaar� e154.7 . FaiIumto submitsuchinfo ationmay result ift Flo disqualifieation ofs=h bid, yewoll Jaokson Parchasing and ContTacts Manager dvcrti�nd on, hioago'Yribuue March 2 , 201 l 3 TlirinoLs Department of Transportahon I � l�RN WITH BID Rout~ county Local Agency iactEon Tlme and P1aao of Ope inn of ?Ids Notice to Bidders C*0 -- City - €ty of Evanston ..................................... I I.00m-00-RSIP%ft-R z-9 30 Sealed proposals for the improve Ont dOWdbOd belloW Will bO received at ff•ka office of i�u�eh2�sir�� ur�tr is i �r�a�ar 2100 RldgtAverqe, Evanafon, IL 60201 ........ Unf'sl 2.00 o'clock P M., April 19.201 1 i��` pw;is will de opened and read publ y ........... - - -- ;catc� at 2: o'n'lock P K, ApM 19,2011 at me office of Pyr has!N, and Contracts f;flsnWf (010 Room 2404. 2100 Ndge AvenUo, Evans#pn, It. 60201 �« Nasoriptlon of W4D:-k Name Resvffaeng of Dodgo Avenue Length 3,237 feet { 0.61 miles) Location Dodge Avenue From Oakton Sireot to Lee Scree! Proposed Improvement Thti Resur€adng of Dodge Avenuo with. feplw;( anent of cu,rb, adi aoenl sidewalk. utility swjrWr s improvornenis and att incklental cons#r�otlo�. Sldders Instructions 1. Plans and proposal forms will be available in the o!#aee of purchasjpq Arid Contracts Manager Room 4200. 2WO Rdgo Avenuo. Evanston. 11- 0 01 comact Peron: Jewell Jackson, 04 86 -29 „r . .. ...................................... . 2. If prequalificatimi is required. the 2 low biw rs MUrt file within 24 Fours after the 1.0ing are'Aff;da It of AvOi ability" (Form 8C 57). €n uipllcate, iftwir4Q all unco paled conlrac#s awarded to then and all low bids pending award for Federal, Stag, County, WnWipal and private work, One rWy shall bo DO with the Awarding Auf )rity OAd 2 dies With use 100T Dfsldct Off;ce, All praposats rust be accompanied by a pmPvral guaranty as provided in W. RS Special Pmv€eL€cn for Bidding ReWirernen1s and ondit€ores for Cmtfart Pr0Posats CoMained irr the ar tippletnental Sporlfiratioris and Re urfing special pf-ovisioma'. 4, The Amrdinq Authority faWrves the fight to wave ter ili0ah#iu ON to fejeo1 any at oil proposals as providod in BLR5 Special Provisibn for Bidding RegUirements end ondition$ for Contrarj Proposals =tapnad 41 the "Supplemental specific-atiomi and Recufrtng SPeclal Prov€s€ors . - Siddors need not ret�,srn the onlfre contract proposal wh bids are submit d i Mess olheWi,�e reqqjirod. PorWns of the proposal that rn€ist be rotumi� W inrWde lhi?� following: BLR 12210 - CentrMl Cover d, 13LR 12222 - QontrOct Schedute of Nr s 13, SLR 12220 m t`lotioe t0 Blddem e, im'LR 12223 • ftWures c. 8LR 12221 - Contract P(OP rsal f, 8LR 12230 4 Proposal Did 80t)d (If applicable) J- BLR 12325 - Ceftlfiad AppronUcosh0 and Tra'inIng Program 0. Tho tfuantif€es appearing in the bid schedulo are approximate and erg? Prepared for the compar€son of bids, Payment to the Contractor will be made only for tho a #ual quantities of work perfumed and acoE�pted cr materials ft mirhed according to the con#fact, The scheduled guwilies of work to be dome at1d mateftals to be hjrnjshed may he jncfeasE�d, dectnesed or remitted as herelnafter providad, T, Submlsslcn of a bid shall bo oondvsive assurance end warranty the bidder has exemim!d tho plans and undemtendE; all r a ti er ers# for the perfo snce of work, The bidder will be responsible for all errors its the preposai r sr.sMn from falluro or neglect to cofiduct ate Sri dieplh examination. The Awarding Authority will, in no rase be responsible fir arty ousts, expenses, 1055es OF Oar es in aniicipa#ad profs rosal ling from such failvre or nogiect of lbe bidd y. 8. The bidder shall take do edvanjagc of arty error or omisskxi in the proposal ark advertised contract. 9. if a spe #al envelope is supplied by the Awarding Aulbority, each proposal sboutd be subMit#ed in that envelope furnished by The Awarding Agerrt,�y and the blank spaces on the 4snvelopashafl be filled in correctly to clearly ifidloate its comets. When an envelope over than the special ono furnished by lhe Awarding Niftrity Is used, it sball be marked to ciewly indir #v its contents. When seat by mail, the scaled pmp%ai shall #e addressed to the Awarding Authority at the eddro s and In care of l e official h whose office the bids are to bo received. All proper aj� shall b filed prior to the #imo and at lbe place streol ied in tixe Nofte to Bidders. PropoBeals received actor the time speolfled Ml be retuned to the bidder unopenedi 10, Perr issjon will be Aver# to a bidder to wtlhd w a proposal if the biddee voices the request in wr€tfng or in person befere the time for opening proposals, By OJ der of ply+ Council Mr, Rodney Greene, City Cleric (A.mft+ 4 g AlAh Y) Ourk �100. All PMPQsai Owmeds, lAdudir 9 Noposai i3varamy Cbecks or Proposal 5W Sonds, should lac stapled tog MoT to prevf rnt whoTs bids are processed. STREET DODGE AVENUE RESURFACING OF DODGE AVENUE FROM TO LENGTH WIDTH REMARKS ( FEET ) (FEET) OAKT N STREET LEE STREET 3,23T 50 COLLECTOR TOTAL. 3,37 City of Evanston Department of Public Works ?on zin 0 x+ �saa �#9p �5[10 9�4 1$04 a ifiA 33 t�Ok 3� 4t En 4 9 33 3� &7p 8W 3S iXQVW0 " Is, W11houk wom"Un 1+1 any wnw„ . $od idt mom Infolmld" $drr#r�t R+38Gf�ssG�sj# RESURFACING OF DODGE AVENUE WAKTON STMET TO LEE STREET) nod 29 21W 78Mp rcao a xsoa 7R{ka �Y IC', 1 44M In } oA44 ' aou Boa k�k C94 �00 5�7 �04 WSTRUCTIONS TO BT)DD3 )R,"E ZMWNTS FOR RMIN 1. ON-LM NoTWCAMON OV SOLI I'I'A,`I O S. The City Ls utilizin E;rr n&#VxQm w ? for on-lincxgdfic-40a1pUoscsmlyfoxseaiedbidswbeiitis=Lk rntedt3aattbcanz0emt of ft�esulft cosa;lract will be irn exms ofi% ksrxwal bid limit of °V ,000, lush as this ruqu;zmc t, kntuestad bidders axe xoquixed to lmit a seajed bid to the City b Eh. ; datdfime Wicalcd for teas regrurc oA al)L da' forms pxovidW by the City. 2. VATEDR.WAL OF M.18idd an may wltbdraw or va n.cel r.hor bids t oLay time pilor to the 2dver#sed bid opening f me. Aster the bid opening Limo, tzo W4 sha)X be vvithd m-en or caxkmNed fur a. fsarxod of xllrxcty (90) eftleiAar days. When coaatrart approval is regrind I>y arso#i ;1r agm , 15=h as the rederm Gowmment or Om State *f Illinois, aao bid shall be wrxthdrftw+ x. or iiaacelad for a piedod of ninety (90) ca](Mdar days. . S RMSSION OF BIDS. A,) AA Wds will be riftrAjyed lax W oftP, of fbee Pamix, ang and o�*-.Icls MaPager, ooxa Q 00, Civic Cent&, 2100 midge Avemivx ,1160201. AD N& ma be submitted in ssaxod opagw a nye,T e wkh the Mlowin cltmdy prh*4 on tha muidm biddgies �aarae mx d addrcf3 , mbject accatxox of bid, axed the de6g=ted 4�tC and Low of&c bid olrcx*- B-) OI.T' Ths-tt WOO of the bid ilDfox xsa UOXI, :�s well 8E Rey uthlw Wormafioan mquired ia Me solicit ioxr riaex:a zcxe#, must be submitted wt Vxe faros p"vxdxrrl Wilb all blank s,paces fear laid prim Md 1A Wk or t�pimritwn gad eoxa*iiug 0; rtgcixed i_ajfornrntjom Hub copy must coxetain file samo Wrorxrialtiow (U7cecp1 one set WuFt have oxxgitml 4gm1V.x'e5 ;nd dzmps). ,) ANY M8 1 MD -A 'IMM TMM,AM PATE SPl~CM-A D �O" I)B .CF.MTI± BI;D 'PML ZE lR.MJRNED TO ,mD j>mUKop NFD. itbtinesolerespc>miiityv£ 0,4 biddertoi tathL. ox rbid isdelivmmdb to stnfrdbid-qvmixi8 tie. Webids, v hmh am delivered aftcrthc npocMed WI r, tvs the accepted regardloss of post =ked taus=the.vt�4eJD-) Bids wiHbeIxxtbiiciyopened onibcdateamdtb=specifiad fim ftwmmptofbbi lax&Opatt�dmom oftheRv=tmcivit�Coah E.),raybid&xswaywithdrawbisoanccrbidbyie#terorwadsisroper idenfifimfion I>y Pcrsowauy s=ktix�g his or kwr bid at any ti= piim> 10 tbt s#ated bid opexung gene. No te>ephoxsa xcgaot f'oar vlfh&awal off'bids wX be howmd. F) No bzds %MN be raa(ciVM via the i3OWWP1. 4. p AaATIO ' OFMS, C biddrr rrxcst prePxe ti:c mill oa the amcW bid form. X,i'sk s othem-lse sated, i& blank spamlorxThe bid -page or Pagosu=t W 5Win- BithftaWritpke,Duxopsum priec,<)raastl� cage wft be, =d ba s d for each and evory itcm 0ad rawk t be ei r ty Vd ox vxitteft in ink- 5. SIGNING OF RE 1S. A) Bids which am 6gned for � cwTpomlim should hxve the cot ooxpoxate, wum Vwxrxmand sipnftm of = aw oxxr,,cd o cerof(Im om"nitiomxx xs ty wrzjt=beiow coxpyatz wr= Wowire words "By. "', 'zt�eofC # c c dby epcXso�ts3 in for corporation, lAichShQapp 3 iowsi natr of noffisex. �3) W& Wma = 6pm hyu i avidtial doilix bx>simss,� a uder a fieliiious name slaorzid be ssgized in tlm tram of the indirvic' W lldCr Wsinessar,, Y .,"Q Tbi 3ras. cof`ca,i-�h. cxsorss gthe bid s1m)1 xct) , ox piWA belowhis ox h�rftaature. 3D.) SW Wbichare, 6ZLvM fora pa-Woobip rhDu1dbv Ykgw-A Wtb: mt's R&= by aU putackn,064fxe &Wnx=ebyAMt ;n y nA at%ifsipodbyAftox> —ix--Vaot,th=shouldbcamwhcdtoibcbida3PawcrofAtwraoy evidmrx ,i sg atrtlxoarity to ilgntkVid, datW The sa= da to as tbx bit] axed ex u d. by all p, r,ft rs of the faw. 6. CONODMATION OV MS. The £'=b:xt atad onus. % T=aer shall. mvrtseat =d .10 for lb� CW is soli matt>;.xs p=ttaning to this bid 4nd �ht contract in jusxctior� tl=cwxlir. 7, xrax.,rwKAWAI. 0r,)3U) . Bidci nmayvvithdx w are,=c4j&*bidsataz;y e= prior t#lbcadvae�itc bid mi ir�z &mc. Aft=l#ecbid o�fttimeruobirlgb ib( iWJ drawnoreaxr led f"aperiodofBLVx (60}days, When wwnct approval i,, r u v'd by a agmgy,:;a(,h as the FederA Covcrx> =W or iktc State OfMaois, nobid da be wi*drawrnr -vx cancoM £ox aptriod of xai ty (90) csd=liar days. 8. ERRORS IN MS. Bidders axe cImia rmd to verify their bids b *%e, ,=bmission. NcAligtacc on tbt pax# Qf the respoadezt in p �v* tht bid cm£orsno iighl fox witbdnm► mi offt bid after it has born opmod. in case of =or is tie extrwion of pries in fbe bid, mAt px tees vvM goy. 9. AMMA. &) Aoy and 4 cbaugas to lh s i tcalioosl laps are ,Valid o y if they are aaaclu&d by wxxttew addax>;d= to all bidders. Daoh biddc� wmxst sa:k owW ge %` =ipt of asry addends by Wicating on the Mi is o. a~h bidder, by re"t of airy addcndt ,, i� a!;po=Va for the met m of the cddeaoda and auY obawges to tho bid !here Failure to ac o v?e fta auy addenda xuay run th bid to be rcj #c& B-) Adcleaxda iwiaz txoxrisav2rdaxlavv t#a iwtcx e#at .tc } tir-Corby cozs�ct�g oiltrcoft3eel�nc s} and contracts ?viaasger. Updated: 1/14/20 i$ 5 - 10. =SMVED WGHTS. t� City ofHvailston reserves the. right at any ti= and for any reasouto cancel his or lax sofi&Leion, to =opt or rejei-t or au bids or x0y pord= thereof, Or to ace t = sdteroatc resp=o O. "floe City reserves thie id& to waive =Y immaterial dofevt in any response. The City way seek Claxi cafion frow any gxnAcn1 at any time, aild Woe to xespnW Wit t a remo ble tiro pedoLl or = othr, rtviso directed, VViH be (=Sa .i+ax revcdom it. AWARD. It is the Werm of tha City to awArd a matratt to t lowe4tt wqH xmb1t: Wdcr =eting spedfications. The City rescues tfte right to deter=inu the lcwestrespoasibfe bid&r oo tbte basis of:m ia&vi"l it , gcoaps of items, or in oily way dttex to and io bn is the best irsterest of the City. Awaad wM bo based on the f'ollovving bctoxs (%,Vh � applicable): (a) adherm=e to au oouditions ud xectitixemettts of the 'bid specificatiom; ) price; (c qL aliik uE= of tic bidder, iucla g past tutaial mg*nst"ft, genml i:epatation, expedracc, se ee ca b l e , a Acill#es; (d) delivery or coupictson dam; (e) prpduet apppe4Eeairee, woxkm &iP, fir4A, taste, feel, Ovent c lity, :ad results of Prodact testng; ( nrraiutemance costs axttl Nv ty ivavisioms; and � xc�stsrc#t}ssa or rt<sidual variae. A bidrter; i�'re�zteated, mA�'t �rese�rt � fez# -eight ��8} ftu�tes of at xecprest, r~vid occt sa sfao#cry to the P Lachasing mad Can ct Wnazna r efperfbrw=c ability =d-Po.mmiva ofla"=ssary #`a Iiti s„ ecw sryxesn es, and adcquato �annctocomply with d=terwaofThem spec catiow,a:adc .tmut doc�meuts. 12. =9 AND PLAN OU. OSM AWh n required on the coyev sheet, Al bids s6;43 be ace�ornpanied by a bid deposit in Me am6uut spociW. Did d¢posifs shall be ia the fora of CAsh, a cedirmd check or i=hiiWs check drams oa a respor hlib N�nk doing biAnass In tho United States anrd shall ba xriadte payable to the City of ' vatrstcrr. Bid Bond's ire abo acceptable. AR bids not by it bid deposit, whole requEred, wOJ be reje,c xl. 0. WAIn 20 days after the bid date tho 0(y wiil reU un thee bird debts 0 all but the 3 lomst qua%tedbidders whose depas;twAL&hidduntflcontractowsirdexittheexpiration,ofth,esiort-6ycarWnaty- daypetiod for bid iw2rd. C , Vit,bid deposit ofthe:�uceess€ul bidder Va btrctWmd Rao nt"d dommexfw have been executed and tlxe Cartt-n or.'bas submitted all tho re4ufred infornxMrots. F uxe to comply With the ter= of US sp"ificAtion =y be cause for fotrreiture of said deposit. 13. PaMIMTkTION OR C RMC 0V OF-BMDINGD C MNTS, $id er. slanprowdyxotif the, City of y atnMguity, ixtcoxtsist=oy, or error That tktq r scovesv upon examiaaiiu of*h biddilas doeu ryes. terpretatio , convctrorrs, aiW pbangesv+ W be=do byuddcadura. Each bidder AAA As rlasopdorto,,mbw g wbid tat al! Addenda have been xecieved and ai kr owlad d ' a thiL bird.. 14. INCONW M-, C S AND E32%MSIONS. These d &e ace auft plaits, xf`;i y, axo i»tmdecl to inAide ;�11. iafbr=6m o"esx v for the work conicipplatcd. lid by Wdvd7ve= or o e, tltc plans ox s`peailications omit so %akt`bx ►fion. necessary for that pmposi, the a uaetor shall, tcverthcl=, be requhzd to `oxm=-,h-%Vorkatonoads donalcosttothe City sotkathe projeotmaybe W-ffin UVe kkW and propose of ft Pl= =d caions. 15. twOAA#=b?l+I"&Bid&m=odvisedtobecomhnAkr wfthaflco4iions;spcci�icatiot�s ovcrnit his oxherbid, Onotheawardhasbeen=ide, WwaloDaveread a IN�coolifio s,inshuclil=a 44re Cadonsof i s conma.5haU not be cause to alter lhcoripW cart or to rogiAect addittooal mopeAsatioL 16. vgpmcAnom t3FDA'J<`A,A-)itis: =dmtaodmdageeAthat r}icunitgklantitiei�givenintbesespacirzWO Rrproxh=teortly,Andthecontmi"rorsklmve3:� qe=tifits Use Uddngasmociaimshallberode�tgaiustthe City ov, on acccsw of, any =czss or deficiezey is the Same. 'fie cc tractote sit llbava,4bed the praxises sitd detz=biedforitse%byai tw ]oblervadm,borittg,tcstholcs orod=mea th6unturoef aU soA aA watercandadowi (bothaboveand below SrroS.rndia&efileoftoik)*4xrxay'bueomi ttexod.mallco: trttctir tworkredderthis cower,- The cost of saa n. ecdoxi boxinV, etce'b . "bome by tlxe contractor, and uto adduce wfll bo m& For the faihue of the cnx r4tox to wi=W von=tly the diT1QWtks attending the &x,-=d= of fine wosk� 17. COWILUNCE WM LAWS. The hidden smell at a3I Enxs abservo and comply with all laws, ordkam ss aatd rcg adcpnn ofthe P6ftml,, State, Local and City Gowm:w, vrltzeh may in=y nm= affect fe prep 60a Orbids or t p mvaaoa of the emiract, 18. TERPTA.TXONOVCONTUAC 'DOCWXE S� Aay biddcr in dotibi 2s to thr i= ==�agofanyp2ltof the *4+u catio or outer contractdocu % =yrevest aninteap at a1�3 gartdcontntcts MaaWr. Th pe=Q xequa g tho utter retatxcn soli ba responsible for Rs prompt defiver . At file wriest of ilia bidder, -or in tha event the Ptm-,EUiVz and coot, -Am mams¢a' dc= tha : ktexpretatso�l to be mbstanfive, thu� xxt�taaorx wW ba =adz by w6 t a addeaA m drily isst7ed by the Ptw*Wng and Cnntx is lager, No o expls tsar avff bebkding. 19. QUA11MCATION OV BIDI S. A..)AH bfddets nmst be qtWified in acc:orrdan" wM this ixastsucnarfs, proms a s ods S f few tlx �i ca vrxr N.Yn aviaxding ooaWact, City may take iuto Cr ider#tfcm, Updated: 111412 09 s it, facil hies, cap pity, expoderrm, abift, r nru ihil ity, pmvio ;r work, fmancial st=dix3g of bld r, amousrt of work heir cajad on by bidder, giwlity and efficiency of cimtnwt a tquip=atproposed to be rn.€shvd, period of m wMin w icfr prapo8cd ksipr t- is fiunisln(-.d and deli r d, uri=6 ty of Prompt and cffioical 4�omplcticn of cvoric lrcrein dcstxihcd. Inability orally bidder to meet rcquircrz =u mwionvd above spy be cause far vcjcWiOn oi<thc bid, additaorr, if i proet covet�cdy #his xtract is k minority se# -;amide procct, ill cnntractot"s grrala#icaiioz;s as a minority fum will dctcmno Ow eligibility of the wntraeWr to bid. 0. COMPETENCY OF RO1DFR., A.)NO bid will br accepted fi-gm ox corrtrtct awarded to auy parsczr, iCWW or corporatiou th t is in arrears or is to default to lhcc City a Evanston upon ally &clot or oont et* Or tfrat is ax dc£sult6r, aS : >o sty or Alh k+viiae, upon any obli bolt to said City, or hid failod to perform failhAilly any pmv:ous coatract vrM the City. R-�Tlm bid&r, if roquof,14 mw( przmnt v4gi n forty eight (48) buurs ovidence sad factory to #hc F11VCN$4W and Cowwu Manager ofp�rfcpnr Oc ability and pos,=,;ion OFneeemary facritt. s, Pel�:rn.#azy resoerr , and �d tiate a rmrtce to vompiy{ with the tcras of"lbon speciffcafioiw and wmract diz?munents. 21. SPECOXCATTON . Pefe =oa io brand rrr#.rrkes ud numbers iS meant to be descriptive, rot r stxictivc, lull= otisarwise cci cd. Ri& an agtaivadcnt it s ~vile lac rpnsid red, provided t#;c bidder cheariy staWR uxacll}+ Mull is pr+oposcd to bu fumisited, ifirWdins cOrnvlelc specifications- unless thce bidder spi aifcs OINr se, i t is t derstond (hu bid&r is oftiog a refor med brand itern as specified or is bidding as po6fied when no braqd is ref'emn,,W, and dor0 not pmpo,�P, to f lrnish an "rquai." Th6 City mon= tltc rift to detn mime Whuthcr a sxtbsitu#e offtr i-; cqu ivalont W. and insets #be sWndard of quality indicatd by tare btmnd llama WW mlmbQb r. 2. SAM PLES.Wben swrkpf� of items ass ca3W far try lhse sped must be f miisbed €toes of rxp=c, and if not dtstroy d in thu cValaatiorz pro?,css will he mjtkmed at the cxperrse upon mquczl. bequest for lice retu m oftimpks rr va accompimy lho Sample and must include a UPS/Fed-Ex Pickup Slip, post 4 or outer acceptable mode of xmttm findivit all implcs mast be labeled with [Adder's naxre, invitation lei:saber, item reference, s. REGIB,ATORY COMPLIANCE, Bixch bidder sod wamnts that the goons or sv viccs Nraisbed ]"emunder (iaxriudi)g all 101>e1% p vkag s and containzrs for jWd good ,) comply vA th. ai l applicable ,9tRndaxcls, males anal nPhIlions W aff`mt ur &r the Mquiren,;urris of all p [feral, State, and local lava, Yrles and VVIations as applirAble, inoiuding tho O=patiorr� Safety ak;d Heallit A:t a. =eztdd, with r Ps ,-Ct to 4.sign, conger 'Woo, vtanufarwro" oX xrsc for their hat'lAO purpose of �,Rld Soods or wi Occs. Ez6 bidder must facer sit "Material WOY DaIA Shea' in compliance with the lifiuois Toxic uWla rur. s Disdosarrc to Employ= Act '<v9= requimd, 24. 'l LING, Tk e price quoted Far Oaah item is tho full p=has& price{, including dehv4ry to destlnatiov, and includes OR transwat€on WW bmidling rA-ffucs, =tmials or servrca cc W, pataxrt y;ail ies, and a oth-er overhead charges of cvcr kind and alum, Ues4 otl rwisr� spmiffw, prices shall nm-ain Rasa for the wntract period. 25. DISCO 1,` . Pikes quQtW t»ttst be net Oftr dodkir iiag all trade and quid ity di. want, Where Mh discatmw for prompt-payrrscrat are offci:rd, the &i Ount period siWi begirt with the date of receipt of a wn ct invoice or rc=ipt or F=l aocepianca: of'goods, hic#:evor i� later. 26, INSPECaON. ivlatari als cr equ ilrment purchue d +rto snbjcct to imr peotion lead appmval at the, City's dcstiralion- The City r<* wq�ss the aright to mjeml and refxrsc arcs wce-of ilcnls wbich era not ill aeeordartce with d1c: €utructions, qrccifiwions, drawizrp or data of Seliea's )'~;rr oty Gross or impl'W), Rcjec#ed materials or qu ipinent. shai l b(: ir=ov d by, or at the cxp ar 4 the Balker Promptly afier rnjcr.60n, 27. DISPUTE S. Ecwpt as otter rwise PtOvided in this commot, any dispute wnr rming a cpnstiim of fact arking vnder this c*ntn, c,% wNO3 is riot d ispnsed of I ll be decidw after wviow I>y tht i'urrchasing and conlram =pa r, VOW shill i sti6 a written decision astd om 9 or otherwise British a copy thcreof to the ContracloT_ Tho decision of thte Nrob sing anti; Cummu Manager shall bo Roal and bind in- S, CATALOGS. Each bidder O)OR submit, whm rNuested by the Ftmha2*k9 ud Collis % A+famager, cavilop, d criptivc ixlcrauro, asad dcta fed dmwixlp, fully dctailhig f�a%jwos, derjpa s, appoiatin nw, fini*es and the hko rrot coves jA tic klw= a•y 10 €allydescrf c the =take) or work prop# to be �ur�isFrpd, 29, TAXES. .) Federal Excise Tax does nm ipply 10 rutiWr N }srafc#aast*Ai by City or Evamloa by vitiate of Excr 003 Czrtifraia No. 0376 , D inoxs RrtailaW cuprrtiorP Tax, UTax, and I ur�dpsl Retail ' Qoonpal ion Tax do ram apply to maleriais orsorvic a putefr.'rscd by ft City ofEvan on by vimc of Stataulm H. The Qvof Evawtoai5L exewpt from, Tflironis Sales Tax by vi0ul'. of Exemption #dealt# anion n=ber 998-i750-04. .}The ity's ueml lax W rrumbcr b 3"00587Q, 30. MRNM & VERS. All bidders awarded a comma -A rr 1W secure and pay for any iionses racfuirod by the City of Evarstott. Necessary htriidt g permits will be r oiled, but all pt;rxnit fens will be waived and moneys for sam-e must rot be iscittdc4 in any bid, 7 3f, ROYALMS ABDPATENTS. Seller=0 pay 4 fids. SeflernA sdcfendaU3wtsorciai= fortnfrim tx3fany pater, copyright orunde aikrii ,gnd zmthold &e City fi*mloss oxk*4wLut themor, .12. LOCAL pPXFMNC E POUC Y. The Evanston City Coaeatfl rmrves thtE zi t to award tfia i=tract to a�x Evamlon *m iftbe oq)'s bid is Mt4u five ( %)94e�emt *f the low bid ofa x=- vaam (m fum (see lxibit R. 33. FUXE N E 'M CIMMS. In =ardmce uritlx the law d the pzovkians of cbapux4g, tcdom - 75 entRL-d "Prdexea(-c to Cifi= (D ois) on Public Wock�, Piojects Act," tbit contractor will bo reqvLIVA to &We preference in mployrxxnstto moil eitzens. prospectivebicida ShQ1fhoxou y f"iari=djC=ejVVS with t#ie provisions of the above-ma=txoaod A --t, arA sh.4 prepare 8my and a1l bids in strict compfiazr:e tbmwitfa. . 00"IWA110N 0F.MSTING SM MqTH D A GS. A..) Befoxe gabraitting a bid, bidders shall ea wfuHy c,x tte dr7cwWgs and speoxfitadon% visit the si , Huduly �ftfaz t x+ ze1vts a;[ to aN coxiditiom a tatfom.) Should a bidet` ftd dxscxcp=ieN in, or em ss#oxrs from the dxav, u ctr speczfio tiax s, or shoaidbe indoubtastotheirm=in,itsbidder shoufdato-ar-m)ffythe ebasbgandCwontruc#sMauler,%howill issue rreczssary iustructiom to all bidders iu the form of an a 3enduxaa. 5. POWA OF ATTORNEY. An Atto =y-In pact, who signs any and afi of the band or contract bonds sxtbwiv with tWL bid, rr wt filev;dth earh boAd a "rdfipd and cUb0ively datcd copy of ar Power ofAttomA-y. Timse dates should be tha =e or alter flae date oft contract, 36. WARRA :Y. A.)' co*mctor wrffrra n that aU goods and services ibmiAe4 Wthe Oty Afflbo ix# a=zdamo withspecificatio=and free ftmany defectsofworlx idp a4d =tedak tbAtgvodsf4mishedtot a City6 be mmhaw:t bie and fit for the CiWs, describedp=poscs, and that no geverrrirz�n3�l la�v,xc txia#�on, or8r r, ,orx e has beer) violated intho nmnuPatwre. or sale ofsti-6 goo&. D) Ths conuactozvra raxt all equipmcW faraistedtabc is a ceptable candi Li=, and to operate satisfaotorily for a p�!dtrd of ome (1) year from diAivqy of, ox the C00VUtim of i talatios l' whietever is latest, uwtss seated othevMat in the sp;�ciiiications, axed tha lf'a defect io workmmbip and/or gtxal ty ofmawria ase evid=iac in this pedod, the Solt" sPsail xcxnrt M excdit, teplaae, orrepair at C'ib/s discretion ixr ediatoly, suoix oga�p=nt andfor pasts dhat are d `ettive at no atlditiowl cost to the City. C .) This cootractoxwammuttxthe Citythtcaobitcxtrfs&bcdhcxcuxtder,nandany oon4ranetttpumh of, v U be jtev and in c dom* %ft Am. gfe6&r+taous in 0 respects, unless oth -vMyoe s)eH64 ar d is ofta best quOity of its respective Uud, free from fauRy "4moamhip, rrat(enn1% ox design, staW =M-Atvt to fu x # ate' gpmtiq =Mom weiMud by W sty. D.) The t ontm(� W AmH rcpa7r or replace any hero or comma# W tbtreofkamd not to be iu cazjfoatity rriffi this pangiaphpxoAded the City nodfled tha Mltr ofsuelt miu onfo udty oidd a cute (1) year a#tcr iid6d use or wiidiiu 6gWeen (18) montin after delivery, which e,' nears srsrt. In the event Sefior fWls to pm"ed dkispfly to ao x0plam or xepaix lviddn a re ombla t o after xeaeipt of wh notice, the City may lmdwft or coxxrpietu such re lace t ox rqnix for stfflei amo ot, and tlx+x .WJ %vial U =T=ible for my additionA casts. Aceeplttum sIA xtatrclieve the scar of it z pons ft 7. INC~URIM COSTS. The City m6Hxkntbe liabic fix auy costsincurredbybldders iurepl*,S to tw invitation for bids. 8. VARIANCES. Bachbidde mux t We or UNb Ydem= aW Variatxo=to W= O xdfnrcaMitxoM apt forth homiar vAth its bfcL 9. MMEYMMC ATIO . Coimarloz mwt defend, iudem:nR r, lr avl hold ban4m the City of Emwwxi its officers, rep:os=ta6vo, elected cud appoiited officials, ageztts and envlo oes hom and agai t any and all Lossw, including tbo= xalmed tw 1. i*ry, dea& or danxag� of or do any person, or pr'opcm, 2. any bfiingmxint or violation of y property right incYrxdb�& patent, tmdeap rk or copydght); 3. EW= to pay of parfarm or causa to be paid or performed Coatracmrs covets and ohl gatioxxs as and when woqWmd under tale 0=txact or oftvdw to pay ox c�sl'uxrn its dbhratiovs to any sub olamdor, d. the C:ity's $xeraise of its rights and r e6:s uader this C;o0x4 aAd S. ipju 'ies to or dcaih ofany e, r Io m of Cwoatractor or any su6coa wactor under auy wozkers oawpowafioa statate. "]Lom.SV xt a=, iadividwilly and coiiecdv0y, WiMdes ofev"y kiati, lading lossts, daages aad rewanable costs, pa rncuts and expo.=a L (:=1 as, but not Yim ted to, court com and vrasorrabIt at oraoys' fees atd disb=ero ta) c: im, ids, actiow, suits, proceedings, jucizm=ts or sedemmm, any or ell ofWbIA in any way arisri Ctu of or relate W the acts ox of Contractor, its employ s, agents and su =tcantars. Updated: 1f 14/200 At the City A.fl=V s option, t' mtract4r MUO defeod At suitzbmuglatupouaii<s=h Lorms andmagpF Ly a Costs axd cx cases fi ,cjdeutai to Ebe)A bia tba City b= Uu; xi ha at W, optiam, to parr cipato at its ow-. cost in the dz,&M of amyseait, wjtbodvlioviug Coutxactorof ony offt obhpia suO" dais mtra.ct. Any sdllcm t=stbe made 0*'Vdfh the prior W61ton rsoml xatoi<t City Atbw=y, if the setticrx *txtgtaxo� axay action oki de part of the City. To tho cxi t pmamblt, by law, t ntxa1.,torwaivcs any limim to lba aax omt of its obligaiiom to z adcmaifY, dd=d ox co,atxa'btle to nay stream daxc uudax ariy L asses, i lrrdii�g any c1mun by my cmployee, of pi r ztor that =y be subjW to lice Woo mks Comp r mtion Aot� 820 MCS 3011 ei sc . or any efbv v Ia#ed lave crjWicial decision (such. as, Komm V. CycJox WOding Corporailon, 146 113, 2d 135 (1P9I)). The City, lao'4 mr, does wt waive RAY linitatior<s itmaeybavo ota iL� liability mdor to Minois Workcu CompmsD ioxa. Act, tlke Moles pauMon Code or aaay 01bu statute. TIr.- i m=Wmm in N.s sew io)a sauvive a iirrrfon. ur tcrmimaiio�vl oft s Co)Itareet for mancm omuxliaag or arising djaing the term of i s C onu-aa ox as the xi�sult during the Contractors ppufomance of Scm= bcyoakd the Um C 'Wractvr aol RO'7 0dzt5s that � r tairmeatt3 Sat fortis im this tion to ix&=Uy, keep and save # mlmles,% azd dofei�d ft City sere apart fx .-md not hmitrd by tta, okittactca-'s du#iv-� axrrdcr ft o)Aract, including tb.q,� i=Um ace* xogtas mXWs = fob iaa Ile GDutraetw 40. DEFAULT. Time zs of Iho 4 w)ace oftijs co-4 ct and, of Mivcry ox adaptable ite= or x dcrin ofl em es is )a�otcok letcdby eta timm prow s4 lite City r=rves dwiight without liability, iaaddition to its othcrzisirts amd re=wieto ler'3Riin-Ate the coxatmct by UotjCd eke tiv whew. resicvV.d by &JkT, &� to stag] ifta hot }Tlt SbPPcd, or sltrvi= snot act x1�udeted and to irnx hoc itox .S or mv;crs cts mbcre lasts charzg the &IMY VAUI any Or all lomsimasxett. 31aeCity shallboenfittcdtorc v�ritsato mey'sfeesandaxp sosiuany sur,,=talaction bythe City to enfD ma ffiis VOutrac t. +41. UAW GOVE WO. This ciantraa d all bt gover d by and to the laws of the Stag of p1 Eacris. xa tlxe ev l ofUtigad(vn, tixc vzapw7 voill be C4*k C meaty, llbirois. 42. rL.QVALE LO'f WM 0)?)?0R''UMTY-A.)bMo vent ofdip, wrElxsct 4:u( acor 3imevil . myproviz;im of teas Equal, EWoya=t OppoMaity clans , 1ho ]Moss fair Employr.mt< Prarliw Ac# or The rair EWoyr cml P=tki:s con=isdodules and RefRxlatio fskrpt-6oOmWof!s,tho coratmdcfrsreaybGdccf dand thme£ora it lisi rlc fox £astute cotatracts or sabcontrncts with tbt; Matt of hiinose or .any of its pniitical �roWivisi= or vwcip.al colporJ60ts, amd the c,mu-aaA way to eanceied or voidcd io whok ox iti pax and mmh o#bcr s;ux, zom or p A 6cs=ybc bmpizoed or xemMiov imvokrod as mvi&d by Statift or wgwation- 33 ) 1 ft perfoxr sco of this cmtmct, tbe, oa:r"moar ag ms as tbllows: X) That it will not disC�te agaiwt any loyce or VplirW fox exvk)Yauentbcoatxsoo£xac.<a,originor= yore c or physW w n=tal lmndkap thm doeswt*air abilityWs rk, AM fiallicr that it vM oxawi= alljobci,'Rssi aatiowtotieWtzaairaeifabilaoritypa m,or omnm-c undcrwil.i7•and vwWtake appropriatcaffmrAtivc ac&:a io ct*aaxy such 7.}'fit, Gil bimsaddifi=al cnVIqy=inaAortopCr nufhiscontmct manyporfimhvx-KitWWdete�cthatav-ulabi3.ity m aczordmcc' ids flz Fair Empl ryriq nt con=i, Sio6 l; uk* m1d Rcgulafiow : Nbli; cmtraols of minofilims and +x omm iza tie arta(s) f mw which it my r oaaably recruit and it will bire 6x mj-,h job ci= ficaNim for wbid: =r9loycos arc � im s h a way flW minmitics wad vmmm are wt widerufflizecl. 3.) '£bat, in ail a;ol?ciWiow or adverfise Bois fuT craployocs p4ce4 by it of ou its bcha it: wW m;a# that all appliolaarats will be a `srr W c al opporhmitywithoeat•discrimivatimbec,'mwai`=c,eolox,xefgion,sey,aratioatal' ori&orasroestxy,4.)That itwillsend tomub *or oqpr6wimoarzcpkcsesstafivoefwarkorswAvwiki hitbasorisbomdbyawMciv bs iNiz ovr*tJ r agrom toreemdcmtau&g,aa'otic advisigsuch laabaxor izm!*IkorzoprwastativeofOnCMu ',oe;obli alao= =der tie Riwois Fair Employmaut Pxwd= Act and the Fair l cttcw Coma ssiores R.aaies and Rjv torn for Nb ccotstracts.IfanysR=hlz'barar a'afmorreprescxttgfivcfwkorircfwc tocooparatc x6the cont=tur in ids effoxts to cowply m t}a s wJi Act and Fulcs amd Replatioaas, tbo cosxbmctor WH1 FTx Qy to no* tlxc ljj%ojs Pau Woymmg Sir 6 Coxsxuaissim aad tho vAmtmcti asmq 24d MR ars?,cn& croploy= kom othcr mw wbm acmary to AM) iblagaationesthcmt Eder, , That itsmb twaporteanyrovkoddry lc aoi�Fair Exuploymmt Practi= Cal ssiasz's u?es and RcVL-bow ror Nbb(, Omtriew, ft=IiSh A r0cvasrt: iRtonm6m ae may fxom 6= too thm be req=stcal by dio Aak twploymat Pr cfi s C onnWgsim or the corit3rading agency, aaaad in x parks coTqlywAt Mjaoi� FairBnTloymwpracticesCwwisskm's RuIcs and xe atiow Zr Pul>lie owo mrls. 15) Tha it IVO pit 40R,C R Al boait5, zcoQxds, acco=t axes woA-, !4ws by permamnol of Om cuMmdin a c y, ft City Manager, ahe tvomviw oa azsd she Mob Fair Employ rat pmiaim Commissiiu for purposes of i -vwdg tzoaa to ascema compbaune Vith crt miuovPan Employmm Pnotices Aot ud the F* Bmploymftl Prai*= Act amd the F& uViaym!akt Praotoes Comr stiimis RWta s tod 1 alatiuzs for Mlic Contract. 7.) Tint it Updated: 1/14/ 008 wM fttchide vigbathn or by rekienm thepiov onsOfssxbsectir (,A)thr"gh(0)oftc1=0+ rrevwype[*M= subc0nmi^t as de ad in stodoa 2,10(b) ofthe Fsk Employmc= Practices cdwni5siods M= and) egula o= for Public ogtr#+rts so ft a;Urhpxasri3k=wiiihe bbldinaupon entry such sUbcontr;�c rr, anti that it WWatso i3cludct p,vo "r ions of subsecdor (A), (E , (F), aiad (0) k every skVply subcontract os defied ia se'AW 2,10(a) of die Fair Bmployxae'at llratdoes ommbsiod-s-RW4caandltc adons fotNblk gar ;so ft wchprovitii=wWbebin g upon ovayswhsutseoastracto: Inthas=er eras Mth other xovisi=ofNcowrac#,ft,i cov worwMWMble for cowpu=ewith applicable pMvisio efthis a w by aB its suln=Lraclonq xadfiuttriitwMpzompdytnt the coAtra 6 agency and the tilinais F*Employment Pnctloer, tVoj=15810n itr the event wy 56=a ctor Fails or ref* esto comply Wewidi. mad uora, ub contrattoreviflU diive any zbcovmctor dectaredbythe Fair Empiqwnt actives Cois&jaj to bi.- mrr-re*c=--ble and tl fbre ineUgible fox c ontracts or subconuzcis with the Mate of BhAehs or icy of i% pclitieA sul &YLv io= or muck al cmporatdans. 43. AFFMMATWR AMON IN S - ONTRA `i' ( "T FROM OLIMON 59- 73) "Contraitox agr= tbAt it dwell acfzvely solicit bids lbr the sabcoutractiag of goo& or servlees from quat&d mkorftybusincsses. At the recast of&e City, Co3jttartorshall fi=ish cvideaceofhis or heecompli ce w this Mquir'mrwof Minwity snii,-, x#ion. Conuactorfieharagxeaysta00iderdte grantofmluontractstosaddnts�or j+ bicddrra as thie basis of suE*tan€daHy egpal bids in the light most bvarabha, to said nib6rity bus imews, Co=actor Hir eraffirmsthatinobt igghis orMrptd aiweaxrdWdlou&,htwiHseekout =d use companieswkbAva; sccor& of, audlor who will wkca to, the bonding of nxiaorky aqjatrurfors on a rate basis comp=blalo their bending of siatlar iaon-nikoritycom=tofs.The�co=actormayba:re!quircdtosnbxoitthi.sevidenceaspart�f thr bid �oyry ntbJsai!goergt to tz.5r 44. + Tho City of Bvamtoit bas a goal of awwdiug 5 of its rozacis to Miaorf y-Ow nt!d, Vlorxten-Owrued, amd ) vax�stor>:-b&��d busiiinxses (3v A s). All ne ond�nts mur t submit a letter on TWrCOMPaMy ietterheadMting thn propwed-invaly mf at of NYWIEBEs in completing a pordoa of the smrvices required by the City, Please nc#a; the City ofEvaas€on Mfereuces 49 Code OfFecdwal Regul ations Pan 26 to c+ralaa a co plianecrvM fba pxov o;�x of its Sptofficatilzon for WW/EBE Pa tloipatjon. My questions regardas¢i4tfWXB ccmpl t ca should ba &cwA to Lloyd Shepard, Bt&=n Developm Ent Coordinator, at-847144 -SM ax F7-86 43 (sue atkacb x l lEB peciftatloas}_ 4-5. L0 CAL i 'L{}YK PROGnAM-AZQVIREMENTS In an effort to inerew4 tti m& of economit-ally diadvantagvd Evamw mideaN en oerubi City wntmefioA prof tots, #ire Contractor shau comply wfth tM provisions of tho City of Bvaostoa's Local Brkploymeiat ftoLqam O- ) setferf$ ia ec on 1-17-1 C) of&e Evamtot City Code of 1979 as arrrtritcicd. The istfcut of the IEP is to have Evm8torlreeid tsemployedattl7eoow:ructionsiteaslaborers,apprenticesrindjo=eyr uhisuchtrades SS vkdr cal, HVA , t A&=Lry, ct acwe L%6shers, tr k drivers and other cowWudion occtrpMions rz�ces�;m for the pxt�joat Am gz 6*ig regardhig LEP compliance should be directed to'Lloyd 6hipard, Bwis ess Devel pmmt Ct'rordiriator, at 471448-807 or 47-96 43 (see attached UP Spec t- dons), Updated: 1/1412008 .10 CITY Or' EVANSTON SECTION € 0200 BAM O AWARD ......... A, The City OfEvwstors reserves the right to award a contract to the mponsive and jeVo ible bi(lder(s) who submits the lowest Mal bid, or to reject any or all bids and bidding, whcnin its opiWo'a the best interest of the City wfll be servo by such. action. 'M City Merves the rigbt to considcr the spm ed altemates in its evaluation of the; bids. 1YKM �� B A. `l'lie bidder is to subn it a unit bid price for each bid line on the Bid Form wbkh includes a c,osfs incld tal to performing the specified work, B. It is under toad and agxeued that the urx t qu tides given in the sappoiling,pages are approximate only md- the bidd r sMl vetify these q► fi es before bidding as no claim sb211 be made agaimt flio City on account of aoy oxcess or de ei moy in the swncF Unit prices given in flac suppoifing hi es shall be used by the Owner and ft Con rntor for any m*,qaquent changm in tbo coot a t. D. The quanti .es provided in the bid documents acre Wroxi ate only ark arc subjmt to increoze or deer .se. Actual torapen�ation to the CONTRACTOR shall be; bas h upon ft actual quautities multiplied by flee unit pzices bid for csch item. The rat prices submitted horewith are t"br the pummse of obtaWng a gross sum, and for uso in computing the value of additions and &Auctimns and for the pare of det=,ir ' t lowp st Dot. bould theve be a discrepancy nc between the ass sum bid and that bid resuith from slimmation of quantiticz multiplied by their reVoctivc w6t. prices, the latter shall apply. 3. E M W A. A, pre-,,�-nst ,ction meeting will be soheduW for the mecc sful Contyactor at a date immediately Mowing the award of the Co4twts. 4._ tUANMM; y qu fit im ohoon the proposal Pago are es€imatc 1. only for laid c mvmsing pulses, the City has made a 900d l`aith effOrt to fi rate the quantity mquiremonts for the Confmct tears. `l<'lae City resavOs the light to Wcrease or d=ease quamfitios ordered uu&r Vs fta.ct. A. Bidder rust agroc to MY Complete the WO& wit.hi'a the pedod Vmified herein aft rc ipt of tho p rbase order/contract from the City. Updat : 1/1412009 � l A. The Contractor must commence work within 10 bays o Notice from the City and wor roust bo o6upleted with the specified contract pe6od. In the event the woxk is not gubstantialiy completed ilin the specified period, Oren in addition to any remedies available to the City, the Contrador will pair to the City as indicated by the specifications for each calendar day beyond those dates, until substantial completion of tho work leas been achieved. This pay=nt is for liquidated dama ;es, in addition to wy other damages that may be incurred by the aty, and -rot as a penalty. All such liquidated damages may be applied agaimt any ,mon" that may be dire the contractor. & Substaudal eompletion shall be, de6ned as the stage in the parogr s of the work wh+ , the work or designated portion thereof is suMciently complete in accordaa e with the Contract. Documents so that the City can occupy or udbze the work for its intended use. ibstantiaGl ampletion wit be certified by the i suauee of a CenMate of Substantial C=plefion, to be issued by dw C ky's xepre tative, when the Contractor hu satisfied the above statement and billed the City for a minimum of 0% of the total valae of the work. 7. EXTM4S103q OF TDVM A. Delays due to causes bVand the control of the contmetor other than such as reasonably would beexp wed to occur in cone ctioa with or during the perfoxame ofthe woAc,may entitlethe contractor to an extewion of time for comple ag the work si cient to co rp=ate for such delay. No extension of time shall be gmted, however, mess the contractor sball n0ft the City in vm6ng thereof'`, vatbm ttm (10) days from the hutiation of the delay and utAessireslrA vi turn to (10) days: after the expimtionL ofthe delay, notify the Ci ly in vai ti ag of'the extension of time claimed on awount themofand then only W the extort, if any, a- lowed by this City. A. Upon apptovrd of'the aregnired bmds and in�c documents, the City will issue a Pu rebase Order to the Qmtrador for the coutr'aet € mount. Ai l Appi%ca o s for Payment must rettuce the Purcb= Order number. 1 . When it is necessary to issue a Change {order that increues/deaeases the =Uwt amount, a Change Ckder foam will be issued and a modified P=hase Order MU be issued reflectingzeflecting the revised Contract amow. C. When it is necessary to issue a Change Order that only in(aeases/deaeaes the contract peiiod, only a Charge Orda fmm will be issued establisbinthe r sed contact act pediod. 9................ - AYISHM_.................................................................._. A. Progwcs pa enfs will be made in accordance with "Applications for Pa ncnt" d "Project Closeout" sections ofthe specifications, loss a 10% -reW=ge far each paymeM which Wfli be held =fil fing acceptance of the work by the City. CerUcafion of each Application for Payment wW be made by tine b 's repro eatative. B. All gaitswit bemade inacxmxdanmwith Illinois , al6Caverntmau:PrornpiPaimwntAct. Updated: 1/14/2009 1 A-. The City may decide not to mi.£y-payment md may widgiold payment in whole or in par4 to the extent aal neomsary to p teet the City, if the quality of the woxk is not in a=rdanc4 with the contract documents. Ifft City is ale to cuffy payment in the amouat of the invoice, the City wi.. prompdy imiopayment for gic amount of ftjo Work completed in a ordmicewit . tbe, contract docu.ts. The itymayd ide'nottoe ipa�►r atbecausw, I. defbotive w9rk )aot =2edied 2. ftdparty ola x filed or re asonablo evideaw indicafingprobabk fiEngofs+ helate 3, failur6 ofContractor to walw payments properlyto Subcontmctms for labor, materials or equipment 4. wasonabie ovidenoe that the work camlot be completed for the uupaid balance ofthe Contract Surd, . damage to the City or auother contmaor 6. mwonable evidmee that tho woTkwR1not bicum ld((dvwit in ft Cbnfractpefiodand amt the, uWaid balm would not sae, adequate to covu actual or liquidated damages for the, mfidpated dciay 7, pmistent Taft= to carry oit work in aoeordanm wifb Contract oc oota, A. 7he City deserves tale light to make ebu es in theme plans and speciflcafions by attexiv& a►d g to, or deduo6n m .e work, wit ut iwalid4ug ft oontracL All such o�=gcs shall be exulted, under the Wnditfeus of ft oTiginal co9atrw,w,ex t that auy claim for Pxtension of t me causod themby sham be add usted at the lime of orfting m.ch chn c. B. No chaage shah be made u k�s a wrillm Chaugz Order =dltxr modified Pumbasc Qr&r is imod by the City staiiiag that the City Baas aut€ orizcd the chaa i.-, aad no (,Wm for au addition to the contact sb4l be valid uWm su ordered. C. %e ewer the grant ty ofany pay item as s ve a iu theproposal shall be increased ord paymwt shaU be made on tho basis of the actiml quantity oompletod at the u6t prico for Saco pay item named in the p ropw aL D. If such chauges dWiWish tho qiumilty of work to be done fty sba nPt cons tute a claim for damage or anticipated pro is for the work cfet-A. If no pay item exists f)r the added work, ft work shall be paid for, 1) By mend upon ur�t. prices By a eM upon lump sura 3 ) ome ar ount basis 12, )DEDUCTIONS FOR UNCO"E f ED WORK If the City deems it in- ox r ent to correct work d=aged or not dome in awordame with the =tract, the difference in value, togober with a fair aRowmce for damage; sba be doducted w the rontxaet amount duc. ' valuo of such deduction "be: detormiaW by the City. Ac ed, VM008 13 M MY'S IUGTJT TO T; RMWATE CONTRACT A. _ The City remves the right, in aridWon to other rigbts to te(Tninatjon, to ten -nate the contract: 1, lute coatmaor shall be 4ud eid bw&rapt; make a geneml assigntu rxt for the, beneh t of creditors, abandon or neglect die word M to make prompt payment to subcontraetors, or for materials or labor; persistently disregad laws, ordinancm or ins lctions of City-, wjJlWly violate, executer carelessly, or in bad faith any pro visions of the contract; or if a receiver should be appointed on accavat of contractot"s insolvency; or if the City is coavimed that the wark is unremnably dalayad, the City shall he eadded to temAnate axis comet, without pxejudice to any other tight or remedy, after giving the contractor seven (7) clays %xitten notice. . Tn the overt of termination, the City shall be entiW to complete thework itseff or by others. To this end, the City small be en6tied to take possession of d we the preraises and any equipment andlor materials thereon. W such case the eonfxaetox shall not be enfided to receive any hrdierpayment mfil the work js f bed. If the unpaid balance of the wntwt pr e~ sWI exaed the expose of finisbing the work, such excem, less € amagi�s caused by delay, abaU be paid to the contractor. If such expense e=eeds paid balance, the oon aotor shA pay the cli `ezence to tho, City, the event of an emergency or threat to fife:, safety or were, the City shall have the right to tminate this wntract without prior written notice. 4, In thp, event that mfficient fads to complete the contract are rat appropiated by the vanstonL City couneiL 14, DEFA.0 L:r A. no City may, subject to the provisions of this section, by written no ice of default to ontmotor, terminate the whole or any paft of Ws contract in any once Pf the following 1. if the Contractor faits to pedonn the servkes wl€lxin fte fte specif edhereh or any extension the mf; or . if the cor&act fails to pedom any of the other previsions of this ooutract, or so fails to make progress as to endanger pa rforu=ce of thb contract in, accordance with its tens, and in either of t me two circumstances does not cum induce within a peliod of 10 days or suc b other exteaded period as the City may autbori o in wring) after rw,elpt of no'ke from the City specif ing such fair B In the event the City ternAnates i s contract in wbole or in pad as provided to this seedon, the City may procure, upon such, tears wd in such manner as tie Citymay de= appropriate, seMces similar to those so terminated, and the Contractor wM be liable to the City for any access costs for such similar semces. C. Ile Contractor will not be liable for any excess of costs if acceptable evidence; has been submitted to the City that the failure to perform the oentract was due to causes beyond the Updated- 1/14/00 14 ct utml and without fault or negligence of the Contractor. -D. Contmtors who dofhalt may not be considered for awards of fixture City wntracts A. Naithcr ft fwal payment noT any part: cfauy t etained perceiata cs, shalf beeome due Until the coutmetor, ifreq &ed, deliver to ft City, a complete rcl a of all liens risiaag out oftbis antract, Or x eiPts in gill in Iieu thcreofand, ifmqu - d in either case, an affidavit that so far as he bas knowledge or inrormatiou the relenm and xoc ipta include all the labor and matexial rwbi,elx a Iicn c Wd be filed. ffan Een remains unsatisf ed. after 4 payments are made t w,atraotor sbat re and to die City all moneys that the latter may be compelled to p&y in disclraxgino such alien, includ Ws all cosEs and reasonable attorno s fczs. A. The City xes ves the zi bt to let other watmcts in c nnm ion with this work. Tb a co traotor s .l afford athe'oont act=Teasonable opportunity for the txoductioll and. �to�ra c 0�th ir mater4ds and the exmution of fficir work and sbaU properly connwj aMd coordinate his werk with t e[m Ifan pad ofthe rmntracWs work dep ds for proper e o,'tioaormultsTao)atho Work of any otb= cont2mr, the ronmctur shy insped and promptly re to the City my defects ta such woxk thatreud it Umuitable forsuehpxoper=wu6ozaandr ults. Hisfail= to so inqact and mpmt shall corztitute an acceptance of other coot ctoes Nvork as fit a24 pamper for tbc r=p#ion of bis vmrk- B, To hsurc the proper exe �tion of bis submquent work, the, contraator sW. wm= wa& akeady Enplane and shad at truce sport to the City Uy discrepavoybetwem the czecutad work axtd #lie dmwings wWoh will a ffma bis work. 17. COTE O 'S A S .Y-.. -- ...........................-.......................................................... ......._............................... ._.......... nlegs olhcnvisa spe6fi4 the oontractor, as a part of this c ontrnshall provide, ema and maintain temvoxaaryroads, fences, bracin Hgbts, wary ng sib, bar cad", ear, neccssW for the ProtoctiOn of the coust ction matmials, ad a=t property and the public. Tbe contrador s l contact all r i t£cs wbich MIJ be affwWbyMs operatiow and no&y the own= of the UtUffies of his operations aid they lets wMin forty-eight ) hom piior to be3inningcoustuefion, The contractor sbalI be responsible, for damage to uaties arrd sball, at his evn pcuse,.restoxe such proper to a condition equal to that vv ch existed befom Ws work, as may be dimted by ft omen. 'Me contractor ShaU pxotmt a7 U work and unused matnials of t : coat t ftra any and ill dw=ge and shall be solely responsible for the condition of such wo card Matmials. pdat : 1114f 008 15 The eontr tox shall ooze his app=ftis, the storage of mate als and the op ra ons of his orkem, to omits indicated by law, ordinances, pa dts or dimetionR ofthe City. , On -she areas may b o desisted for matexiat/egt4ment sto m a. Tho contractor will asmme all risk and liability associated with the, storage of atedalfequipment at on -site Iocations. 20, A. The contactor sball at aU times keep the pr ices free 60M accum atiorrofwaste matefiJI or rubbish caused by his employees or work and at the completion of'the work he shall remove aU rubbish, tools, and surplus mated&& Thom the premises, leaving the urea in a rxeat aad workmanlike condi om In case of d4,Lite,, the City may T=o ve Ihe rubbish arm charge the cosh to the contractor. 21. MTORATIM OF SITE .A.. Prior to f al payme , contador shall fully restore ail proper distmbed or damaged duriag the coune of tbb work- This includes, but is not lim ted to pubbr, propat ( rats, curbs, roudways, trees, etc.) p va#e property, udfides, This shall also include removal of temponay Facilities exe ed during the copse of this contract and re toradon of the a areas. B. AU =toration work shag be subject to the appwval of# City =d shall rc ov e the properly to a c nMan at least equal to that; emisting gxxor tot the start of this contract, C. All testormion work dxaU be accomplished at the sole expen a of tho contractor. 22, PM 'G AGM b accorda f e with ft law and thepw-visions of Chapter 48, pamgxaphs 39S- I iuclusi e, ofthe Minoi.s Devised Statutes 198 , as amended, ent€kled "Wages of EhTloyees on Public oTks"°, "awage ofnofesathmthegeneral prevailing hourly zate as cha=ter in the locality in which the work is perfb=4 shall be paid to all laboxe rs, workas and mechaWcs employed by or ova behW of any and all public bodies enpged in public works." Prospective bidders shall thoroughly fwWmme themselves with the provimens of #ie abov meWoned Act and shall pxepaxe any and all proposals in strict cowphance ther vi ft B. "ert�, ed Pa, roil Requj'rements in a oxdauco with Pub is Act 94-0 15, effecdve August I, 005 contractom and subcontractors on public works pxojbds must mbmit certffiedpa yxo s = a montbJy basis to the public body its charge ofthe construction project, alongwith a statement aiming that such recaxdsare €rxeand acc ate, that the wages paid toeachworker we notless than the required prevaMng xate and fat the contractor is aware that Sing records her o'r she sows to be false is a Class B misdememor. Updated: 1/141fl0 1 e MOW payroll rwOrd Must 111olude for every wdk r =played on die public works Project the==, address, telephone number, soeiad seculftynurdberjob classWOtion, hourly wages paid in each pay palod, nmber of l ars worked, each day, and stag and ezftg fir e of work each dap, 'Ihew cerfified payroll records am considered public records aad public bodies must make these records avai.iable to the pubHc mdcr the Freedom ofldo=won. Act, with the a ccptioa of the employes address~ telopbone number and social. semrity number. A.uy eouihwtor who fails to submit a corfi fled payroll oTknowi gly files a Mse certified payroll is malty of Class l MiAe eanor. D. All cued paywUs shall l submitted in electrmio fbTmat p fembly a FDF ble. ............. A- The Contractor sbaU abide by and comply A lth all local, State aid fbd=1 laws and regulations relating to contx-acts i volving public fonds and the dcvelopraent(c owtmotion of public works, buildinM or faci,� -,.q. `prime scale of wages to be paid shall be obt6acd &Qui Bois Deparlmftf ofLabor and, posted by the Contractor W a prominent and accessible place at the projed work site. . Too Cont=tor comes it bas not been bard, from being away. ed a contnot with a unit of S e or 10MI save meat as a result of a vidlatioa of Section M-3 or 33B4 of the crhwnal Code of 1961 (bid ri&&�% or bid xatA . C. The Cdaftwtorccr6fies, pint to 1heIllinois Human Rigbts Act (775 lX 51 -105), that it has a written sexuak barassment policy that i chidm, at a mbibuum, the fouoTving jnk moon: 1 dime WegaUty of s=ual hnassr� m. the defWtioa vfsextmal baraswwimt under Statlaw, 3 a deser#ptiou of sexual Wxas= t ��dli %ng emcam les, 4 t anft-aaor's i tmW eOmPlaiaut process including Pmaltiea, (5) legal re,0=t,,, investigation and complaint process available through the Meis Dept t ofirmwn Rights and tho u anFi hts Commission and aectiow ou bow to contact both; anal (6) pwtectioa agaijist retaliation as provided by Section •lied of the Minois Hulx= Ri its Aa. A copy of po .ey shall be provided to the DePadmmt Of unxaa Rigbts upan west. D. The Oontraetor shall abide by the `Blinois Preference A.et" wbich sdpiilates that whwaver *=e is a pen" end of Oxcmi" UaMployment is Uri Ois, definod as aaymonth immc4jately Mowjug two 2 00n5utivc Moaft during whicb, time i el of uncmploymeat in UHnois oxcc s lRve percent (5 o) as memyed by the U.S. Bureau of J abor Statistips ixj its xxmvntbly Publimtion of MPIOYment and u mployment fi .tres, the Contractor shall employ only Minois labors unless otherwise exempted, as so statod in the Act. TIRwiS labor" race -Ds any person who has residcd ha Minais for at lean 30 days and intends to bucorae orreinabi as Illinois ra idenf) Other laborers maybe u;ed W leis laborers are not available or are incapable ofpeffoTwing the par cuJar type of work involved if so reed by the Contmctor and shoved by the project eagiu= and Illinois Department of'Natural Resoutm. . SUBCONM&CMM A- The tam " ubcontxacf' means any agreement, an-m9ement or undetstandtg, wriMm or Updated: 1/14/2008 17 otherwise between a Contractm and any person (ire which the paxdes do not sad in the relatioxiship of an employe- or an employee) for the fornisbing ofalipplies or sexvices or for the use of real or personal property, inc:I xdi-og lead =agg=ents# wWoh, in whole or in per, is udlized in the pe `onn=ce of auy on -or mwe Contruem under w ch any portion ofthe Contractor's obliga:tim under any one or more outracta is performed, undert*en or azs:med. B. "Time Bidder is spwi- tcally advised that any person, farm or p Ey, to vhora it is p posed'to award a Subcontad under tis contma must be acceptable to the City. Approval for the proposed Subcontract Award ca rt be given by the City until the proposed Subcontmctor has subxWtted evid=ee shaving that it has ffiHy compRed with any rqodingrequirements to w) cb it is, or was, s*eet. C. The cantmetox, shall, with ten 10) days after award of the Contract, submit to the City in w tin , names and ad asses and resp ective amounts of MoneY for praPo ed 00ntracts with Subcowracterstmajor suppliers. The City wit tre�view and ay&tct the Cmtractorthat ey shall -not employ an that axe not acceptable apxovided above. D. The s6contractor shall abide b-y and comply with all loyal, Mate and federal taws and regulations relatixig to contracts involving public ftdls aad the development/wn ftWiou of public wc*s, bididings, or Ac des, The scale of wages to be paid shall be abtaiued gx IL. Dept. of Labor and posted by the Coni'actor in a promineat d accessible place at the project work siteA itWn seven days after receipt of amounts padd by the City for work performed bY a subcontractor under this =tract, the Contractor shall either: A. Pay the Subcontmctor for the Proportionate shaxc of the tOW PaYintnt VMived from the City attibutable to time work pmformed by the ubcon"ctor under this contz`act; ar R Notify the City and Subcontractor, in writing, ofhis intentiou to withhold all OT a part Of the ubcoutraotor's payment and the reason for xna payment. The. Contra oar shall pay interest to the SuboontracWr on all amounts owed that r ain unpaid beyond the seven day period except for amounts withheld as allowed in item D. above. Unless oth wise provided under the terms of Us contyact, interest shall accrue at the. rate of One mmt per month. The Contractor shall include in each of its atxbimntraots a provision rNuhing each Subcontractor to include or othemiae be subject to the =no payment and interest requirements as set forth above with respect to ewl lower -tier subconh=tor- Ile Cbntractorls obligation to pay an interest c# ge to a Subcontractor puxsuant to this provision may not be constnwd to be an obligation of the .t . Updated: 1114/2008 is s. mac. & NADUA? ._ A. When rcqWred by tho sp 'iaceiow; herei,u, the success bidder or bidders shall, wiftl tea 10 c aieadax days aft a :o tin o the biddo s pzopos4 by the City, AW sh a bc� d gxe fiItI amount of the oontxact Eom insumnce companies having not less fray. a B+ Poiioy oldcrs Rating from the most recent Alfred M. Best and Co., Inc. Hs6ng av i.iahic. Cortificalion of the iasumuce compan s ratWg skull. Yre provided prior to contract imagl=entation and qi 'ly thacafteT wad comtract compl4on. Should such rafiag fall bu[Dw tho raged + level ding erfo =ce, of the corrh7act, it will be the low bidder's responsibility to not y the City and provide anew bond from an in uml,-e company whose raftg races the Cit s Tequimraeuts, B. Whan requi d by the spec cafiom henna, the suemsM bidder or bidders shall oub it with the bid a bid bond. A Iettex of credit may be Nrrdshed in lieu of bonds if the followWg coaditiom are met: 1) The letter of credit must inolude an aaxem=t that the bmikwM honor a demand by the City for payra at due to Plaintiff -because tho work was not pmThrmed according to s coi canons. The tettor of credit mwt be in WifiUS mW signed by an Whorizedreprzscutative of the bark. 3) The later of=d t must expressly state that it is irrevocable foz thy; entire contract pe ed. ) the later of credit m t be for the &II aunt of ft Contract. C. The City may reject the rase of a letter ofor stifthe financial sourgImmsofthe isauin S bank is found to be una ep# ile. D JJa the event that tho bidder fails to fi ish bonds or ieftr of credit in said periodof fo teen (14) caiemdar days aver acceptmoe of the biddees proposal by the City, the City Manager may witted w its acceptance of the hid aad retain the bidd&s deposit as HgWdated damages and not es a penalty. ff BB G NIONV AGREED thAt said sam is a fair estixaat of the awo t of'damages tb at said City will sustain due to the bidder's Wure to fish said b 011d or letter of credit, Cozxfiac€ it must dcf d, indemnify, keep and hold ha mless the City of Evanston, its officers, repmesmtative , olocted and appojated officials, agents asad cmpioy e from and again any and all Losses, iucluding those related to L bajw7, death or damage of or to any per rm or propel . aBy infringement or violation of any propzrty right (Woluding patent, trademark or p * S. Mum to pay or porform or cause to bo paid or pearmed Conftactors covcmamt.9 aid obligations as and when required under this Contract or otherMse to pay or perform its obligations to any au ontractor; . the City's exercise of ft ri xts and remedies uDft this Contract; aid 5. injuTies to or dea of auy empleyoc of Coutmetor or axq subwnt�ractoyr under any workers tpeasatiou statue. Updated, WV2008 tR "Losses" ma s, individually wd collectively, liabilities of every khA including losses, damages and reaso able costs, payment and pe es sit€: a , but not firaited to, cotal costs aad xemonable att=eys' tees and &burs .erXts), cat demands, actions, suits, proceedings, judgments Or settlements, arty or all of wMeh jn any way arise out of or teiate to rho acts or omissions of Contractor, Its employees, agents and subcon[ractors. At the City A.ttomey's option, Contmotor must defend all suits brz u&t upon all such Losses w-id musk pay all oats and expenses incidental to them, but the City hits the right, at its cptioz4 to pardeipate, at its own cast, in the defense of any suit, withoul Mfieving Contmctor of any of its obligations uvLder this Conmet. Any settlement must be made only with the prior Witten consent of the City , tto ey, if the settlement regWres arsy action, on the part ofte City. To the exte t permissible by law, Contrantor waives any Hmits to the amO nt Of it$ abli atians to ind fy, defend or ontrib-tte to any sates due tmder any Losses, including any claim by any r, employee of Contractor tJW may be subject to the WorkeYs Compensation Act, 820 C 0 11 0[ �. seq. or any other related law or judici sio (such as, Koteek! v. Cyclops WetdingCorporation, 146 M. 2d 15 19 1)), The City, however, does not waive any 1m tafions it may have on its liability under the Illinois Weikers Cwnponsation Act, the Illinois PensiW Code or any other statue. The indemnities in this section eve expiration or tea on of this Contr t far Matters or uz g or adsing during the term of this Contract or as the result of or during the Contractors pe mmmee ot; Services beyond tiro terms. Contractor aoknawledges that the requimnents set forth in this mtka to indemWfy> keep wed save hamless and defend the City are apart from and not limited by the ox t=-.to `'s duties under this Contract, including the imx ce mqOexneuts set fortb iu the contract. A. THE CONTRACTOR MCA , T COWAENCE WORK UNDER TMS CONTRACT UNM THEY HAVE C BTARgM AIL INS Al a RSQUED EMRER4 AND BUNT INSURANCB HAS REEN APPROVM BY THE CITY. Xm shal€ the ontractor allo ► any suboo raetor to oomm=ae work unfil aU similar insun -roquired ofthe subco tmotov has been s* ob ned. B. The City of-Ev=zton and Co alt HaudIton Associates,'. e. shall be named as an additional insured on the po €cyofthe contractor for whatever the policy limits are for the contractor, but iano event shall the omprehensive GmeW Liabi ty limits be i s than ,000,0 .00. C. Tf the contractor has more than ono groj t fol which he has a contort with the City of Evanston there sbal€ be sepamte Cerfficates of lmwwce n=dng the City as an additional insured on each separate policy D. in the event of accidents, Wuries, or unusual events, whether or not, any injuV occurred, the contractor swprOuTtiyfmmishthe ciqs sa&yl Sk AbM8eM=tDiractorwithcopiesofall reports of such iaoident . Updated., 1/14/2008 2 ` he cjDa1 ra (oy shall £ xish one (1) copy of a ce oats, with the ity ed as as additional iusur45d, 6howkLg qje following minimu covca e with romance upon acc(ppfable to the it)'s 1 imotor of Safety and Risk Managc=nt TYPE OF TNSURANCR. TWV day notice of canceMon required on aH t. cat s odfly laj pry arid, Each. Oocx-rgn�e �c i Commercial Cxpne l Liabibty including: X. cowpmheudve form . Premises - operafions , Exploaoa & Collapse Hazard 5. Pmdu sl ompleted Opdo aZd , contractu Tim - with are endox a mt on the €ace of the nerd catc dw it induft the °We ni ' pa a, h of ft sp=i5rafions. 7. Broad Foxm Pxopmty Doge - conxstxuctiou Projectz only. 8, Indepundent callh to . Personal Lnjimy. Automobile iabiity Off, Non-ovmcd or Rented aud. Occupational Diseases mployer" s Liabifi[y , 00,000 $3,000,000 The Insurauce, c ficate Must tatct That The City Of Evawten jars named as Additional > sured 500,000 As rNW ed by appUcablelaws. END OF GENERAL CONDMONS 1,000, 00 500,000 Updated: 111 2008 21 . DISCLO.SUMS AND IT319 A L CONFLICTS OF INTEUST 301.440/ 0- ) The City of vanston's Code of Ethics prohibits public officials o-r ornplo een ftortl perfouning or participating in an officia) act or action with regard to a transaction in which be has ox knowshowill therea-fter acquire an interest for profit,without fuU public: discios xe of such interest. This disclosure requirement extends to the spouse, chi ldrcn and grandchildren, and their spouses, parents and the parents of a spouse, and brothers and sisters and their spouses, To ensure full and fair consideration of all bids, the City ofEvansto)n xequixes all Bidders includi rig o)miers or employees to laves# gate whether a potential or Actual conflict of interest exists between � the Bidder and the City of Evanston, RA officials, and/or mployees. If the Bidder diseoveas a potential or actual wnflict of interest, the Bidder must disolose the coY)flict of'interest in its bid, iden6fyi ag the name of the City of Evamton o#' ci al or employee wi th whom the con ffic t may exist, the Mature of the coufiict of interest, and any other releva-nt informa-tion. The existence of a potential or actual conffict of interest noes NOT, on its own, disqualify the disclosing Bidder from consideration. Tnforrnation provided by Bidden in this regard wilt aliow the City of Evamton to take appropriate mcagures to pure the fairness of the bidding prnass. The City of Evanston xequiares all bidders to s bfuit a e icatlon, e losed with this bid aeket, that the bidder has conduc od the appropriate i vestz afion and disclosed all potential or actual conflicts of interest. By subugtfing a bid, all Bidders acknowledge and accept that if the City of Evanston discovers an undisclosed potential or ai,,taal coa ict of interest, the Cavity of Evanston may di squall fy the Bidder �. and/or refer the matter to the appropxlate authoiities .for investigation and prosecut€on. SS 1+UNORIy�'!�1 Y,T��14}'}�1y�tE' }�yy� Lt fry`xW�y `ny�`�y�;{},�.l�i■a,+INN �■.]yam L POLICY It is the poli y of the City of Evanstoza to provid contracting zmd subcQ-a'aotin op orwnities to Minority Business Enterprises (�SP, ), om)Nsiness Entcrpriscs (W-B.$) and8vanston Businesses Enterpri= (E s). In complying with these policies, Bidders should take affinnafivO steps to assure that hMFs, WB s, and EBN are used to svpply equipment, pioduct,3, const otion related services, Md PrOfeWonal services. Please note: the City of Fwawton ref rence3 49 Co4e of Federal Regulations Part 26 to evaluate compliance wifli the provisions of this Spe ifzcalioR for MMEBE Participation, B. It i the policy of the Cavity of Evanston that, in consideration of the award of dais con -ant, the bidder should. u1iIi7 Minority, Womcn and B va ton o,,.ed bminesses to perform no less than 5% of the a axded Contract. Tl City of Fwanston strongly encomages a rainimura 3% utili tiun oFEB (see ittacbed Ordinane8-0-0 1 for )DOE definition). C. The documentation wentilied in itcrrr IV, A naw be sub ittexi for out x ords. D. Io oe": in Che event: an UB, W)3P,, and/or EBE is awarded the contact, tho firm must perform no loss (han % of the total contact work with their owe. reso-urccs. For example, iftho rownot value, totals $400,000 tie �M, WBE or FRE pfi e contractor must parform at least 100,000 of the job with its OV41 labor, matinials, etc. .. ME, WBE and E T Participation a0d Credit A. A. list of limes lowated, in Evw3ston is available from the City of EvanstoWs, Bminess Dpavewpwmt Coordinator. The, City of Evanoon, however, makes no reprewqwion as to such firms' c3pabiIitits, Bidders should also consult the dirtod-s and lists of certiried Minority and/or Womenowned firms distributed by the folliDwiB a poi - the City ofChicago, the 11 bois DvpartmenI offransport Lion, the omen's Bus4xtss Development C It r, die Chicago Minority Business Development Council, Cook County, the D1inois Business Entorpriso Proms, Black C;ontxactcn United, Federation of Women Contraotors or the Hispanic, ,A, exicau Cow stir -a ladustxy Association, ALL Tr , "'VM and EBE FIRMS SHOULD SUBMIT C RTH CATIONJ An KEE's, WBE1s and 's partioipation will be credited at 100% if us,:d as, I. A prime, onWrr too joint v=tire parmer with at least 25% int st h91 l iSgoCaftc�l�o� IM-10 . A. wbcoutraotor iming its own rmowces 4. An equipment lemr C. i laterial purehases from are MBE, WRE andlorEWS supplier, fabricator or manufacturer wi II be oyedit d as .follows: ►. 60% of 1-he subcontract value for materials, from = NME, Val~? and FB supplier that regularly deals the product in the normal course ofbiisin = b. l 00% fi= an ME , ' 'BE andlox EVE malaufact rer. 0, 100% from = NOE, RISE and/or EBE fabricator; or ftorn an MBE, WB and/oar EBE suppliex that substan6Mly alWs or changes the rowerial before resale to a contractor. 1). Services such as stirve:yin& site clean up and secwlty will be credited at 10 0o. Other expenditures made to MBBa, WBs and EBffi such as co truet[on management are subject to City approval in so fox as they are a]low ble credits for Pa rti ipation in the project. 01. PRE -CONTRACT AWARD OBLIGATIONS Bidders are required by the City of Evanstoa to advertise subconftac:ting opiaoMwities in the Dodge Report or legal notice section of a newspaper of general Circulation in the Cbicago Metropolitan area such as, they C.bicagr Tribune or the .icago S= Time , for two conwutive days not less thm 10 working days prior to the day ofbid opening. The notice, must includo a de Wtivc tval cation method for the pxoposals or quotations subr ,tied b nority, Women and Evanaton firmg. 'Y'hm criteria should not be xvest dive or e.ciu io airy (see "Suggested Advertisemept for NfW/EDE Participatlon"). please note; the requixemeat for advertising for MAWEBE participation is warred if the bidder complies with the policy statement of Section LB above without adv erdsing. ?R&CrC NTRACT A.' A" EVALUATXON OF 1 /"ME UTILIZXnON AL Todomonstrale compliance with the City of Evawton's i Mai E utilization ion policy, Bidders should provide the following items with heir bid. FAILURE TO SUBMIT THE DOC U NTA.110 OUTLMED IN ITEMS A.1 THROUGH A.6 MAY CAUSE THE TO BE DETERMINED 1 - 1. Bidder should submit a completed, signed and ixotad=4 affidavit entitled `Affidavit of C, BE Coal linpleowntafion Plan." Ts form indicates the MdderIs intention to utilize ,1 . ids, WBs and . E s its accordance with the policy outlined herein. TWs c ou .ent also induces a declaration regardir the *ri ots held of controll Lng intere t in the MfW/e ? fizz. INIMME spixjrfadom �a,Qa-�0 23 2. "Cer crate of N'blivaliorr " sotting roxth tho dales of publication and a copy of the Dodge Report Nolim or the newspaper n0fico. 3, A completed aad si ed"Schedule A lfivftal MMME Subcorttradors.'f IbO plan bioladei a description, the pementap and tile, dollar value of the work to be Mformed b the sebeduled NME, WDE and/or EBB firms,Note-. this Sch dole sbotild clearly &monstrate the aspiratzo al goal of 53/o MNAVBVEBE partieipation. C Completed, si Ped, d uotariM "Leffer of Intent from MMEBE to MfOr . as a SJJb <}#fractor, supplier, alld or Consultant and Affirm iatr of MIS I BE Status." This docent must desoflbo the work to lac performed with the corrospond subcontract dollar amoua 5, S olxeduI e C onti fled " A ffr- davit of, toinI yenMre (MB& V " Must b 0 sUbini,tted fox a joint v o le betty m an MBE or WRE or EBE aad a non M—BEME B . ` 1` $ form need not be submitted if all joint venhl rear are MBEs, WBE8 or EDEs. In such. case, a wdRen joia«t veuturo a";re ,ent betw�= the MBE, WBE aad 1,33E pm-W,= must submitted_ in all propowA joint ventures, caoll AMBE, WBE or ME partner Must submit a cop} of their =Tent. CeTfi.ic Lion Letter, COPIES OF ME AND WDE CE RATFICATIONSMOM VAMOUS AGENCIES SHOULD BE ATTACM TO THE "SCHEDULF, OF ADDITIONAL NIMEADEN SUBCONTRACTORS". EDE STATUS WILL BE, VERIF M D BY THE CITY 0V EV ST USINESS E' LOYMEN Wricy. OR MDURS MAY SUBMIT . A eo pi led `f l i3 , , s" R)IkIP41iors Waiver Request" and the " 'ertx; fcador: of ,Publication " as desoribed in item 2 Abov . A. If t le bidder 11as acted in accordance with the policy o-atliued horein, but is unable to achievo the required M13 1 3 WEB pa€ti6pation, dic Bidder must scok a. waiver or modification of the ulifization perco"tago by 60ining "AMIEME, Participallon Waiver Request " The City of vanston's Busincs� Development Coordinat r ()3 ) wilI determine if the r vest shall lac granted. B, Upon request ftm the City, the Budder has 10 caleadar days to submit supporting docu e,nialion for the waiver request to the BDC. Tho Bidder's failure to provide sipffIcient doclunentatioll to s;upporl the waiver or modification request will causo the bid/proposal to bo found nog.-responi e by the City and die bid will be rejected. Tho dooumentation used in the consideration of the waive• request crust include but not be iwd to a summary of the contact made, oopies of orre ponder", phone logs and cenificd mail receipts, etc. . For the JB I 13D- EBY waiver or modifi atieu rgacst to r cive oDnsider403, the fo ilowing information trust. be sub itted widiin the time framc rated above: narrative describing the Bidder's efforts to seouxe Minoit , Women and Evanston Business Enterprise Participation prior to bid opening. , In instancez where the Didder has not weiv d inguir'ies or proposals firom qualified Minority, Women and Evanston owned businesses in response to the required adve fisemcnt prior to bid opening, the Bidder raust provide a rota red affidavit attesting to this cimumstance. . Nmice, (of ow'n xs), addresses, telephoxie n=bers, date and time of contact and me(hod of co tart of goali ed Minority, Women and Evanston wwfted businesses who submitted proposals to the ffiddet as a result of the advertisement but were not found acceptable. Detailed reasons and justifications for each non -acceptance must be provided. 4. Names (of owners), addresses, telephone numb=, date and time of contact of at lust 15 qualified yamity, Women and Evanston owned businesses the � Bidder solicited for proposals for work dixootly related to the adverised Bid, � prior to the bid opening. (Copies of letters and prod of maifing must be attacAted). The direct whoitation to bw ess% must include spe6-fw project i 6ormation and the type of work sought. D. To determine whetber or oat ire Bidder should be granted a waiver request, the City may, in addidon to the idbrmaUon provided for in V.C. above, request verification that consfdexat on was given to the following areas while the Bidder attempted to achieve UB EMBE/E BE pardeipatiom l . That the work slated for NWEAVBW2B participa on is pal in scope and was selected to imre= the likelihood of achi"ing the stated utib ation p=wtage; That potential MB&/ Us were negotiated with in good faith. . That conditions were not imposed on MSEOWMMEs that were not also unposed on all other subcontractors, and . That benefits ordinaMy conferred on subcontractars for the type of work were not dewed to the E lWe/EBEs. . POST -CONTRACT .SWARD COMPLIANCE .. i(Wn 15 calendar days after the Notice to Proceed has been issued to tho Contractor, copies of subcontracts between the MBE or WDE or FBE and the prime contractor must be submitted to the BDC. x5° Eet spscificss im 324$-W 25 3. The Contmotor $hall utibz(: the MBLs, 'BE , and CBFs listed o "Affidavit of 1 I BB Goal Implem tation PIW' =d submitted with thc bid to provift the work, matcTials andfor sM- jj es 4idjoated, unless said r s cannot pm vide the work, matcrials and/or ses ices; L in a iimcly raanner for completion of the wo& ha accordance with the Project cbeduic, . To tine stand,-rds of quabty set foxth in the Coulxapt c100UMU; oT; For One price originally quotcd to tho Contractor in preparing the ]aid. OR 4. Because of substantial ciaauges (approvcd by the City of Evauton in the scope afwork that will matedaily reduco or cf i Wate The sc edoicd woTk for the fi rms bstcd ou the "Affidavit of MMEBE, Goal p]e entation Plan-" ,A. monthly WWAMBE Paxtici ation Summaty is required fQr proje is that wiI excwd ftee mombs d ation. The summary shall state in tine uppu xig>at Qorucr, the report number, the name of flie general contractor, tile, p roj o f na w aad total cost. Tlac rcport format, by columniafiQn, should dofine pyime co actors, t cir tTades and the dollar amount of each exe uted contract. Further, WWIU;BB subs ntractois shall be fistf,5d in coni unction with their piiraes, the dollar amount awarded for each executed contract and the l f' VffiBE percentage, 'rJ14� doiiar a momit awarded to each clasaicationr i.e., AMBE[WREMBE shoWd be itemized at the botwra of the Summary then aggrcgated. to mfbxt the total dollar a o t and pementa, e of MWEBB padicipation (see NMY/M Participation S mm.-Ir"y). Any and all pzopo ed chpalges to the Schedule A, WMEBE Utifizatio-n Plan must be p romptly repotted to €lie BBC. Appropriate ooITe PorLdin documentatien must clearly explain. the Teas for the I-,Wnso in accorda=o with the circi=tanms o7atii=d in items VL B I to V1. B4 noted above. The cKplanation must set forth with partianlarity the Con=ctur's efforts to p vent amy project -Mated delayor pxobie s, The documentation sbail also 4-ioiade information oa any proposed substitutions and a plan demonsUating how the Contlictor intends to m t the City Of Evanston's I" I BE policy. T'lae documentaOon grill be reviewed for its aoccplability and the } us e s Development Coordinator wil l outhno any n.cccssary corrwive actions to be taken. If tije eontraotor fails to initiate and coinpiet,� such actions ill a timely mwwer, the appropriate sanctiom will be taktn. The City of Evanston's decision regarding the onwactor's mquest for a cbange, acceptability of and correctivo action to be and as taken shalt b anal. if there is jxjappro xiaw non-utiii zabon or reduc d v6lizatio , tho City o£ Rvwston wilt advise the Contnojor, jn wfifin , of oorr ctive actions to be, taken. Again, ifthe Contractor fails to initiate and promptly complete sueb aWons, the City of Evanston will histitute appropriate me o . C. All payment. requests made to the City of Evanston must include a ciunulative MMEBE Utiti2afion Reporr on a monthly basis that will be forwarded to the MAV/M Business Development xent Coordi atox. The reports inus€ demonstrate compliance nce with the commitments or include an explanation as to when and how comp] iance will ire aebi v . The City may request additional iyifonnation that demonstrates co .plianoe including, but not limited to waivers of fien, iinvoi.c" Arid delivery tickets. Faiture to submit therequested information will result in the appropriate safteliO08. V . NON-COMPLIANCE Compliance -%vith the MB, WBE and EBE policy is considered at three stages; initial, interim, and finial. Initial compliance iacliades the comiitxnant to utilize the scheduled fires by i,ncludiAg the required documentation at the thine of bid sub i�sio-a. Interim compliance F . iriel is es the latilization ol'these firms d rin., e course- of'the project as verifled with on site � visits, monthly utilization repoM% partial waivers of lien, etc. Final eo .pfiaoce is based upon the flual. amounts paid to the scheduled -b-M, W)BE aacV r EBE as detemiined by all partaa) and/or final waivers of lien and/or canoe#led checks, or outer documentation as requested by the City and provided by the Contractor to indicate the scheduled firm(s) were utilized and o tsated accordingly. Repeated failure to comply with cowLnents to achieve MBE, WE aad EBE Utilization may tes t in a suspension of biddixig privilgvps with the City of Evanston. Additionally, any utters that appear to be ftaudulentwill be referred to the Al ois A.tto .ey Geneyal or other appropriate law enforcement agency or agencies, The City of Evanaton mainWns the right to review the books, records and files relative to NO , WEE and EBE utilization on this contract and the Contractor agrees to promptly and fully comply with any and all such requests, g aiiemione, reordinp MB i5.WRE tsnd ERR eomalia nce are to be (Y`recteCQjj2y4 W. S rirq AmOneas Dayetarsm itt 1)Mstrttjg% .q k..#MWe10& rMWOM Wndsuoin Pr, etc._ carp be directed bot not 164ed to MAWE #Cq Lc ContmctoTMc;ttta"eOo.animfions in dia-Atlarhed ou#lipe, Pet1lowirig below is Ordinance .MLO• 10 Am Ming Ile 1, "C`reaural ,Advt oistrati on," C'haStor 17, 'Poxchase, Sate, and L.ea5e of Real atoll PexsostM City hoperty," section f, "Pwcr ase ofGoods or crviecs," ofthe Evwa stun aty Code i>y Amending el ection 1-17-1( C ) rrithe Evam8ton City C.Ode, "Local Eniploymotil Prokrarn", And addfng Stibwka 1-)7-1 ), "M itiorky. 4b"orma 20d Evanm o ausilito Eater-s: ise (CVO B a) GOMI ". 74lAwri€3r. Spar aliao 12-08-10 MWESE MONTHLY UTILIZATION REPORT The follovAng Schedule accurately reflects the value of each MBEWBE(EBE sul)-agreement, the amounts of money paid to each to date, and this Pay Request. MBE�WBFJEBE F] RM fPF- AM b LJNf-- AM 0 LJ MOUNT SERVICES FIRM NAME (MBEWBEI OF PAID THIS PAY PERFORMED E13�) CONTRACT TO DAT QUEST THIS PAY REQUEST . .. .. .. .. .. .. ... ..... ...... ...... .... .... .... .... .... ....... ... ... ... ... .. .. .. .. .. .. ... ... ... ... ... ... ... ... ... .... ........ ... ... .... ... ... ... ... ... .... .... ........ .......... ... ... ... ... .... ... ... ... ... ... ...... .. . .. ... .. .. . . . . . ......... ... . ........ .. .. .. .. ... ... ... ... ... ............. ........ ........ ........ ................... ... ....... ........ ........ .................... ............................................... ... ... . .... ...... . ..................................... . ...................................................................................................................................... . . ..... ...... . .. ... ... .. .. ... ... .. .. .. .. .. .. .. .. . .. .. .. ... .. .. ... ... ..... ... .... ... ... .. ... .. .. .. . .. .. . .. .. .. ... .. ... . . . . . . ....... ... .. .. ... . . . ... . ... . ........ . . ......... ...... AM 0 U NT PAJ D TO PRIME CONTRACTOR.- MIW4% Rp spwifKvion i 0 V3 SUGGESTED ,A.DV RnSBi EM' FOR MINORITY, WOMEN & EVANSTON)BUSIMS ENTERPRISB PARTICIPATION* to yr. VJ rro rz xt v rxs� a _ .at r is (Marne of Company) (Mdr+:s:� of COMPany) (TokpIt4o m) seeping qualified Mbority,'4 Women and Evanston Dusiuesses for the City ofEvan stun Projett for subeuntracting opp ortunitie ixt the followi ng areas: All interested and qualified Minodty, Women And Evanston Businesses should eoatactt.�.g err tixkg' jc'er fled letter.Vemp receipt tone t d, Comnany-ContLaker ��]. to discuss the Subcontracting opportwaides. AR mega adios must be completed prior to the Bid opening gate of -'Tha advertisement must clearly state t mehod of eyalua6ng the proposals or quotations, and the relative importance attached to caob o6terion. Bidders rntis`t uxif'o y and objectively evaluate she proposals subr n d by Minority, Women and Ewmston bus e s in aesponse to the advertisement based upon the evaluation criteria gated in the avertisevieot. 'Me evaluation criteria must not be restylotive or exclusionary. IM/All , 5 $U ;f;ca#ion 124?1 l4 0 0 o txuctz01x Conttaeiare ASs1Siance Omnrtaatiaz�s .A ,ss datiwt Of Asiwa CoWmcdou Etterpd: es 333 N. Og&n Avenue Chicago, ffi ois 60607 31 -5 3-0746 312-66 -1785 Fax Perry watmow Dlac,k Coutruetors'United (BCO 400 West 76'4 Street, SkAle 200 Chicago, IlUois 60620 773, 48 -4000 773,48 -4150 Fax Baal: �cr�n, ewers rni:t4u�cl���s�t Mortmce & Cox, Exmitive Dirrctor chicargo l itloriry i?wsiaess Development counc U 105 West Ada= Strcet Chicago, Moia 6OW3 31 -7 -8880 31-755-8$9GPux Shelia 13111, President Pederatibu ofwcamu Contractors .3:30 & 'M24rc1#s, Suite 1110 Mcap,11kois 60606 312- 60.1122 Salta i Eey, AdrriWstrator M'i- Ame ci 3Tt Cmt u(AiOA Jud=try Association 901 W, Iack= Blvd., Swte 205 sago,10irxois 60607 31-665-5910 31-666-56 Fax Ate; Paul Cezpa,ec�zvctx tift'V'' ePu, Awwiate Mector Avonx & Da' �t %s Develo t Centex 8 So. Micbivm Mamie, Suite 400 Chicavp, Dhi ois 60603-3302 312-W-3477 312- 53- 145 Fa% BSmil, wbdC@0&Ox8 of Dougai, Dire(xor 81 VfEB� Scfflculiu:� €2.4$•i4 1 02101/2001 - -01 A'ORDINANCE Amending Section 1-17-1 3) of the "Fur hasc, Sale ,A)xd Lease of Real and personal City Props OrdbaaneO' to Revise The MfWfion of " vaustuu Rusinas Enterprisetj NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF TBT, Cn-� T E V'A i TO , COOK COUNW, SECTTON 1: Tbait Smfion 1-1 7-1 (l3) o-E tho Fvanstozi City Core of 1979, n az mded, b and it hereby is Wher wnlzaded, by revising e defir tiorL o "Evanston Bvskess Hntmprises", to W?z as MOWS, Section 1-17-1 (B); A-U contracts for the ptacba c Of goods or Mvims With Mtir�-,I City ids shall. be a,%vded to the lowest quotelbid price or lowest. evaluate, quotelbid price from a reVonsive aad responsible Evauton Busimm Tmtcrprise ("Z provide, the EBBs quoWbid prico does not suss the lowest quot ixd price or lowest evaluamd quoteibid pries &cry a ire oasi're md responsible nonlocal business dry MO than five percent (5010). c zon 1-17-1 (B)(I): ,An EBB shall mean = entity wbi ch is located in or has oRe or mole offices located in the City for a minimum of one ym and which performs a "'cQao=cxois.Uy useW funotzon". (a) An EBE pmformg a wnuner6ally =hxl functaoa when it is r sponsible for exeoution of the work oftho court ct and is carrying out its TesponzibWfics by actually pefforadM mmagin, and super iug the work involved. To porform a w=mrcially useM fbaction, the EB9 must also be r ponsible, with =ppcct to matwioJs aad supplies usod our the wntrwt, for negotiafin pore, dOenniu quality and quw6ty, ordcnng the mated a], and iw al x (who applicable) and payiag for the material itself: To dewmdaz wbothear an EBE is performing a commercial l useful functiQn, the City -Mll evaluate the amount of work suboontracted, industry practiccs, wbetb r the wuoimt the finn is to be paid and r tho oortraa is m ensu to with the work it is actually pmTos- ag and the EBB credft cited for its pciforuaance of Section 1-17-1 )(2): the work and other roln ant factors. } n lE dots not perform a commercially useful fc#ion if its role is RzAted to that of an extra par6cipant in a trau aetion, contract, or project #tough which ids are passed to order to obtain the appeumce of E pard6pation. In determining whether an EBB is such an extra par ,cip=t, the City will ex=dne similar trmwdons, pax cularly those in wbiob Ms donot pard pa . c an BEE does Aot perform or ex=ise respamibility for at least tbirty pmzent 0%) of the total cost of its Contract with, its own work, force, or tho EBB subcontracts a XreW4z portion of the worm of a contmo thau would be expected on the basis of to al indmtry practice for tbo typo of work ixivolved, than it is not pedoming a commerciaUy USOM cfion. (d) When an ME is pros ed not to be perfornAng a commercially useful fuac on as provided to Su para raph 1- 17-1 B (1) ( ), the EBB may present evidence to rebut Ws pre =ptioz The City may deternxine ftt the firm is Perf'oxming a COMMerewly useful fun -fion given 6z type of work iuvolved md norml inc€wry practices. In deAe=g whether a business has been located in Evanston for one year, the MVaDE Committee will co=idet the fbllew g: (a) Whether the vendor pays pxoperty an&ox sales taxes iz Cranston; and b Whether the business entity's address or the address given on the Fedexal and/or State income tax Tetum ir, within Rvmston. (o) The date of issuaaw of on E-vau ton Dusi=a License. The City may waive the one yeu requirement if the enfity pxovide evidmoe of a substandal com ktrneut to Evanston. Section 1-17-1 )(3): Businesses that waintain a distribudon warehouse or which manufact=e in Evanston wig receive EBE are&t of sixty percent (01116) =d one hundred p oem (1Q01 a), respectively. Those that do not mainWm a distribution warehouso or manufacturing operation but have an office in Evanston will be cony Wered a b roker amd receive a give pert. (° 0) credit, Section 1-17.1. 3)(4): Eligibility as an EBB will be periodioally reviewed and may be #evoked at aay time if tht entity to longer =eu the above 3 SECTION : That all on nances or parts of ordWaum ia convict hicrewith are hereby repealed. SECTION 3: Tbzt has o iz me s'baU be is fafl force and eged from and aver its passage, approval„ � publication in them wma provide by law. Introduced: February 12, 2001 Adopted- February Z6,2001 Ends Demon of FRE Remainder of Page Let Blank Intentionally 3 CITY OF EVA-NISTON SECTION 00900 TABLE OF CONTENTS. SECTION SECTION 101 - DEFINITION OF TERMS. . ...... ....... ............. . .............. SECTION 102 - ADVERTISEMENT, T, BIDDING, AWARD AND CON Ti RACT EX EC UTION .... .......... . ..... . ........... . ........ SECTION 104- -SCOPE OF WORK ..................................................... SE CTE0E 1 -- CO NTROL_ OF W 0 RK... ..................... . . .. SECTION 10 - LEGAL RELATIONS AND RESPONSIBILITY IBILITY TO PUBLIC, SECTION 1 EBB - PROSECUTION TION AND PROGRESS..... .......... . . ............... SECTION 10 - MEASUREMENT AND PAYMENT .......__ ......................... SECTION 201 - CLEARING, TREE REMOVAL OVAL AND PROTECTION, CARD AND R EPAI R 0 F EXIST NG PLANT MATE R EAL. 8 ............... SECTION 2 TRENCH BAC I FJI..L....................................................... SECTION 211 - TOPSOIL AND COMPOST . ....................... . ........... SECTION 252-SODDING .......... __.................................................... SECTION 351 -AGGREGATE BASE COURSE .... . . . .. ............... . . .. . . 4 . E TION 402 - AGG RE GATE SU RFACE C OU RSE .......................... . ...... S ECTI 0 N 423 - PO E TS AND CEMENT CONCRETE DRIVEWAY W PAVE M E NT ... SECTION 424 - P RTLAI D CEMENT CONCRETE SIDEWALK .......... . .......... SECTION 44 T- REMOVAL OF EXISTING PAVEMENT AND APPURTENANCES ................................................ T10 N 44 - PAVEM ENT PATc HIND ............................... „ ,.......... ..... ss M OF EVANSTON SECnON 0800 TA33LE OF CONTENT SECTION SECTION - CATCH BASIL, MANHOLE, INLET, DRAINAGE STRUCTURE AND VALVE VAULT CONSTRUCTION, AI JU5T B lT AND RECONSTRUCTION TIO ...... .....r,r„ ...+...+,+r ........... SECTION 03 - ADJUSTING FRAMES AND GRATES OF DRAI IMAGE AND UTILITY STRUCTURES ..............+.........r,r........+r.,.,....+.r...,. SECTION 604 - FRAMES AND CRATES-- .... ....r............ r......-r, SECTION 606 - CONCRETE GUTTER, CURB, MEDIAN, ANDPAVED DIT+.rr........r........r,rr.,.....+r.r,rr....,r,rrrr.....r. SEOTION 70 - WORK ZONE PAVEMENT MARKING „r.......r,rr.r.....rr.r,r.....,+ The Conixact and Work shall be carried out in accoxdance v ti) the Ordinances of the City of Cranston; the attar 1'[ans; the Manual ofprocedure.s for the Administration of the Sewer Permit Ordia=ce of the MetTopofitan Wpter Reclamation District of Greater Chicago; tht Illinois Department of Tmq=taon'g (1DOT) "Stwidud Specific atiom forRoad and Bridge Construction, Adopted January 1, 00 7", and leer " S pplementa1 Specifications and Recurring Special Fyovisions, Adopted January 1, 007," exeinafter called "the Standard the Standard SpecifIcalins for Water arLd Sanger Constxuction in H ixiois (latest edition); the "State of Mi cis aniial on Urdform Tra c Control T evic&'; the Supplemental Specifications, and, the following Supplemental ,Staudard Specifications. 'The terra "Supplemental Standard Spee fica#lon:e' is used in these Contract Documents to indicate tbe requirements of is Section. The Flans, Standw Specifications, Supplerneotal Standard Specifications amd Slippl tal Sp We fions are complenwntary and in case of a discrepancy, the provisions of Arficle 105 of the Srpndard Specifications as modified herein shall govern. Rdemnees in t Standard Spocifications m the Standatd Specificafions for eater and Sewer Construn,fion in 111inoia to items outside the =opc of the Work shall be disregarded. Qualitative provisions for such items shal) remain in force as applicable to this Work. The following Supplemental Sta►adud Spo6ficat ons supplement an&or modi fy the corresponding Aumb red section of the Standard Specifications. The Supplemental Specifications provide , eci. cations not covered by the Standird. Specificatiow or major modifications or adalitiom to specifications covered by the Standard Specifications. Before any materials are iAcorporated into the Work-, the Contraotor shall very that the nmtexial meet the -reqtre eats of the Specifications and shall fiwnib nectssary certifications that €heymw toe Specifications, 1. Add the f'ollowiug sentences to Article 101.1 : •`1'i ngineer will bave tic rights and authofity ms igmd in the Contmot Dcourrrents in onnection with c mpiction of ft-, Morin in aocordarnre wi(h th(�- Contract Doo=ea .,' Add the fb)lo ing scaonce to Article 101,28: "ne lerrns °Mans' and 'Drawings' have 11ke meanffig and arc used jntmhain eably * the Contract Documents." . Add the following sentence to Article 101, : "nc is as Trovnsat' and `Biel' h=a lute mtaning �md are uml jntcrclxan eabl in the antratt Dooumertts." Add the following sente=e to Article 1033 M: "Tnje term ` ropow guaranty' end `Bid Band' have ljkC - mcmtifiig aid axe used intmbangoably in €N C ontmct Docvw= ." . Add ATfielc 1 1.56, which shall read as follows: "103.156 Addenda. Wjitten or graphic i st meats issued prior to tho Umufion of the Agreeme wbichmodsf cart texpretdie ContractDocuments, DM wiligs, dSpedFIcR6ons, by additions, deletions, 0arifications or wrr txo .,' 61 Add A cle 101.57, wbiob shall read as follows: «101. '7 Award Authority. The tams *Stale, Department, Council, City, Vfflago, Owner, Municipality or other wor& med to dcscribe the Awarding Audimity in flicso docu=nts aid the S eci cati . shall be hiterpralzd to mean the City ofEvan ton." 7, Add Article 101.5 , which $ball read as follows: '4110 . 8 Bonds. Bid, Perfonnance, and Payment Bonds and other Waist=eats ofseoiArit , ffirn ished by the Contractor and his surety its a=rdancq with the Con traotDocuments." 8. Add Miele 101.59, which shall road as follows: " 1L01,59 Change Order. A m4ten or&c to the CONTRACTOR authorizing an addition, doletaon or revision. c WORK within the gon rai scope of the CONIRACT D CUMEN'X , orauthorizingareadjust eatiathe CONTRACT PRJCE OR CONTRACT T1)VM121 9, Add Arficle 10 1.0, whidi shall react as follows: «101. 0 Contract. Price. The total rnonip-s pa ablo to the CONTRACT OR under the terms and conditions of the ONM T DOCUMENTS."' 10. Add Article 101.61, which shalI read as £oilDws: "101. 1 Drawings. The part of the CONTRACT DOUCUMENTS which show the ch aracted stics and scope of the WORK to b e penformM and whi6 have been proparcd by or approved by tbi�t 1 TNEERI" M Add Aniole 10L 62, which shdl real as follows: " 101.62 Field Order. A wratton order effecting a change in thp, WORK not involving au adi ust etnt bi the CONTRACT PRICE or an ex€ensicn 4Athe CONTRACT ITMA iswe'd b the MGbNTE2R to the CONTRACTOR during wnstmction-" M 12 1 4. 15. 17. 18 Add Article 101. 3, which shah read as follows L' 101. 3 Purchase Order. Written communication issued by the OWNED. to ffie CONTRACTOR zuthorizing hint to procced with the WORK and establish the date of n=en a ent of the WORK!' Add Axticie 101. 4, which sal Bread as follows: 101-64 Project, The undertaking to be, performed as provided in the CONTRACT Add Ankle 101.6 , which shall road m follows' 101.65 Shop Drawings. All dxawings, dia 'anw, Mustrafions, broth res, schedules and otbes data -wbkh we- prepared by tho CONTRACTOR, a SUBCONTRACTOR, manufactmer, SUPPLIER or distributor, wbich Mustrale how $P wifl c Poxfions Ofthe `{ARK shall be fabricated or taped." Add Ai cle t 01.66, which shall read as follows- '101.66 Substantial CompIttion. That date as: certified �y the Errgme r when the con traction of the Project is sufficiently completed, in accordance with the Contraa Doc.=eats, so that the Pwject cam be t ked for the p doses for which it is intended. dd. For Us project, substantial completion sal be a mplishod when all work is completed except placement of sod and Bch list items. Add Article 101. 7, wh eb shall read as follows: "101. 7 Supplement2l Standard Specifications. cations. odiftcatlow to the Standard peciftations." Add Article 101.69, which shah roan ss follows: "101A9SuppAer. Any person or or ,ani ation who supplirs -materials or equipment for the Work, including that fabricated to a special design, but who does not perfoxm labor at the site.,> Acid Article 101.69, which sball Bread as follows: 01.69 ri tten Notice. Any notice to any party o f the Agreement re)ative to any part of the A remnent in writing and considered delivered and the service there -of -completed, when posted byce feed or ire tered mail to the said pady at bis last given address, or delivered in person to said party or bis authorized rexesenladve on theWork." 9 EXECUTION Delete Article 102,01 and Mplace it with they f'0110vvF g: ` 10 .01 Procedures to be in A"or.`dancew with Rules, T procedures for the advcitisment, bidding, award and oontract execution shall be in acoordance with ft= �ee��.c�tion�,xk 2. .add a le 10102, wMch shall read as follows: '102.02 Examinatiou of Sift- Seri X borbap 3 Dr some: of flio project areas are avai iAble from the City of Fvanston. Contact Sat Nagar, P m Senior Bngine= at 847-866-2924. There is no warramy or uamnly, either express or implied, that the prwAdcd sobs�urfac o form ion will disclose the actu?J conditions. which will be on wunt=d dudue, ft progress of the Work. Bidden s ail exam ine the site;, inter pmt or dis3rvgaxd subsurface in formation as they see fit' and auivc at their own conclusions regarding the nature, obaracter, quality, and quantity oftubsurface conditions likely to be encvunte red- 33y submiffing their Bids, Bidders west #fat thoy have £if ,y co plied with these i7e#rements and made their own conrAusions regarding subst3rface eond,ifions, which are mfle ded s'nfhcir Bids. Bidders fu t cr aft st fbat, loud, #dewy be awarded construction Contract(s) for the roiMC, they siW ne~i x r have nor assert against the Ovaier Or• Engineer any cis ms fbT damages, s, for extva v ofk, or for rolie£ fmm any obligation of this Conlmabase upon deficiencies in tiro subsarfac i or artzvm provided or faiinre by the OwDer to Isla other subsurface information or knowledge in ow ofs OrEnginees Possession, if any, Bidders wDi be peurAtted to make W. st bojiin s, test ,its, sound 4i s, ore other irve figations on dire site of the WoTk which dicy so desire subject to appmval by the Owner, Bidden Wishing to make, sup -it invesfigal io .s shah cow-dinate ft. intended site: invewgafions with, Sat Nagar, pF,, 8 err for Eq ngincer, Engiaeeejng Section, Dlvisiou of Transp ortation, City eD£ vanst n' forty-eight 48 ?yours ljoijw prior to the intended inve stiga6on Nvilt be acquired, Biddcrs shall be responsiblc for coordination with JUTE and of utility compamim, and shall be requircd to have an i suxancew evv ra e as indicated in the sp i fixations with the Owner and Bn eer as addifi=4 insured on a non-contributory basis. it s aid be wderstood that the panty or parties receiving such approval 41a31 assume all risks said liabi ai ty contingent tit , and f ail be rc omiblc toy restoring the site; to its original ndifioa before th - vestigalvn, inc[Wing site clean-up!' !' EE SECTION 10 - SCOPE OF WORK L Delete Ar6idP,1€ 44 04 and replace it with the following: ".104.04 Maintenance of Detours, Maiwenance of Detours that may be required in the Work shall be performed by the Cottractor. Work shall be performed in accordance with Section 00800 Supplemental Standard Sp ecifications Sectim 107, The cost for =Ailnte=ic of detours shall be in accordance with. Sectxorr 01010 of t upple entai Specxfileations. The Owner unist approve all detours aid road closures, Siuch approval will not be unreaso-nably withheld,but all reques- is must be submitted witb supporting data such as the projected duration of th,� olosuse and detour routes. The Owner may require the use of signgewith specific street n=es identifying the detour ,route," . DeWe Article 104.05 in its imfirety. . Add Article 104.0 # which shall read as fol]OWS: 104.08 Intent of Playas an d Speelfications. Any minor work not specifically =ntion t'ho Specifications or not shown on the Flans, but neoessary for the proper completion of the Work ball be e sidered as being a part of mid incliaded in the CorntTact and shall be executed in the proper manner, and the Contractor shaU not be entitled to ox t ra or additional compensation for the Same.", 4. Add Article 104.0 , wliich shall read as followa: 11104.0 a rd Flans (Record Drawings). ' e Coatiactor shall deep a complete up-to- date r000rd of the actual canstru tion of the Work in ac:cord xrco with Scotion 01300 of the Supplemental Specifications.>k SECTION 105 - CONTROL OF WORK I . Add the following paragraph to Article 105.01 "'Me Engineer shall have -no authority to snVwW the Work, wholly or in part, for any reason., All riots conferred onto the Engineer for suspending the Work by Standard Speci fication Arficies 105.01 and 10 .C7 sail be the sole right ofthe Owner." . Delete Article 105,05 and replace with the folio ing: "The documents forming the on"ct Doauizents, as fisted in the Agreement, arc complementary, and the work called for by one is as binding upon the parties as if it was c ailed for by all, In the event of confect between the Contract Duwnents, the interpretation of the En&eer sball govern. Gw=ally, the Engineer will resolve conflicts in a maxwer which wll yield the greater quality in the Work. In the interpretation ofaarxy conflict betwe, en the Contraot Documents, the following order of precedence shall go vem: H o Evanston :n=1 Conditions — Seoti n 00200 o Awee ent — Section 20500 'D Bid Form — &Ofian 20300 0 Addenda o Instruotion to Bidders — Section 00100 0 supplemental Standard spwilications — Section 00800 Supplemental specificifions Standard Specifications —Ulinois Depaxtment of Tramportation o Other Referenced Sped cations * Other documents hicluded in the Convact DQoumzntby speoffic referaftce in the D lotc the, first paTagraph ofA,rticle 105 .06 and replaoe it with the following, "rhe Contr etorwill be fumisbed, free of charge, 5 fillmsizo sets ofDrawin s, aMd 5 sets of the ontraet Doeumo t , Any additional full size sets or randomsheels vdii be fi=ished at a cost of$3M per drawing sheet and $0.5E firer Comma Document sheet. ' be' MOT SwWard Sper,i catio s will not be fa isbed and ft Contractor shall obtain those speai fications on bis own diY tf f ]DOT." 4. Md the following pamgrapbs to Article 10 . 6: "On or wit& fiftePn (15) calendar days fora the date on the Purchase OvIew, the Conlxactor shaJI identify the perso)j wilo will act as Project Su oraxtendent in writing to the OVME R. The Project Suporlatcndent is -rcquirc4 to attend mo-affily meetings to discuss tiro Project 5. Add th%e followhwntenrvs to the first paragyaph of Adiole 10.5.07: `7hc Dnawings depict 4ic IQcafions ofvariow existing undergmund Witics, inclildiRg gas mains, electric duet tines, teiephonc lines, cable TV Jim, sewers, W water mains. Ilie inforx adon s .ovm on €be, Dra ngs bas been detear inn from ft best available infor nation, inoi diq UW surveys and/or the r=rds ofthe parent ud I ity companios. Such infoiar bon may or may not be accurate, 0dier un&rgmund utfiifics may also bo pmmt, .s such, tho Owner md En&cer assume no responsibility in the evmt khAl, (luring mast on, -uti lilies other than those shown are encountered or t acti)a l loeatio s oftbose utilities shoivn are diff6rent frrom the locations desiguatod oaf the Drawings. 6. Delete Article 105,07 Pmgmph (b) in its enti rety and replace with tine following'. "Unlfno3vn Utilities, The requim ents Mated move for known atilifios shall apply to unknown utilities. No compensation will be allowed for delays caused ley wftown utiiiti(m Din i tio3n. An un own utility is defined as an active or inactive underground transndsslon facility (excluding service connect Ions) wWcb is neither (a) shown in any way in any locafion on the plans, and (b) itcluded in the proposal." 7. J)elete Article 105.09 of the Standard Specifications and replace. it with te following: " 105.09 Survey Control Mots. The primary vertical ar'd hofi OxM cOntrOl paints fox the Wcark are shown on the Drawings. Usirkg this reference oonttoi, the Contractor shall take the -necessary topography, locate A eaAbworlt and str etum, and estabWh all grades necessary for the accornplial lent of the Work,. The Contractor shall carefully p-reserve all Marks, reference pol is and sties establisbhed, and, in the case of tbLeir destruction, such points, marks or stakes shall be replaced by the Contractot at his expense. The Contractor shan also be responsible for any mistakes caused by their loss or di furbancc. Any wanum=U that are ciisttubrd by construction operatiom shall be reset by the Contractor in accordance with generally ae epted engifteering and surveying practice. Property corners, fences, or any other indicatiops of -property lines shall be referenced by the Contractor prior to construction and reset by the Contractor after completion of oaasMcton in accordance s with generally accepted engineering and surveying practice. Nor to establishing the working control, the Contractor shall provide, at the Engineer's request, sufficient copies of an fflustTation of the working contml relative to pertinetkt const£uction. ne Ba&eer will check all forms prior to placing concrete. All checking by the ng€neer will be independent. The sole intent of the Engineer's cbeeking of working c onf'ols, fGrrns and other references shall be to providc greater assurance to the Owner that the Work, -when co plated, will be in General conformance with the Contract oerents. The Contractor sh ll be solely responsible for the cane tress and adqual,-y of Work cons l� ,t . ]delete Article 1055 10 and replace it with the following: "10 .10 Authority of n eer. The Engineer, as the Owner's representative, will �. ac i ster the Contract and observe, survey, morxitor, and judge the performance of the Contractor. The Fngineer will perform teclukal inspections of work performed by the Contractor and shall have authority to reject, in writing, all work and materials whioh do not comply with the Contract i; ocumonts. The Etigincer, as the Owner's representative, will interpret the Contract Documents. The Bngin= will decide queatiom whieb arise fix t e ecution Of the WOrk nr in the interpretation of the Contract Documents. The)Sngineees decision or interp�eta ons shall be final, ijitless the Contractor appeals to the Owner in iwitin witl�n been f) calendar days after the decisWa or interpretation. Neither the Engineer's authority to act un&r tMs Section, or els lxere iR the Conuad Documents, nor any decision made by the Bnneer in good faith either to exercise or not e eise guch authority shall give rise to any duty or respoAsibility of the Engineer to tht Contractor; any ubcontmetor; any aupplier, manufacturer, fabricator, distributor, vendor, or any other person or organization perfomikig any of the Work, or to any surety fbr Amy of them, The gas of teens, such a , but not b-dted to., "appro'5 aFl, ' Judg=nf', "rcgW r t", or " direction" sbal l not be effective to assign to the l ngin"r any duty oar mAhority to sup ervise or dirme tbv, fim&Nng or perfonnance of the Work or any duty or a tbority to oixderta e ponsibiiity contrary to tho provisiow horchi, shall not be construed in amy mmmear to reiievo the Contractor of any of its Yosponsibiiiliesunder the Contract Documents; nor, s ail bc, coimtued to create dutie on the part of the Enginecr or the Ow-= toward the Contractor, The Engineer will not be responsible for the Cmimrtor's Mea , Methods, €ecl xques, soque:nces, or p romdti res of construction, or the safety precautions ons and pmgmms incid ut theyeto, And the Mawr will not be r%ponsibio for the: onlndor" Failure to perfonn or f`umish the Wolk in accordance with the Conftaot Dooms, The Rngi = wig, not be responsiblerespansible for the acts or wdssio ns of the Contractor or of any Subcontractor; any supplier, manvfwtuvar, fabricator, diMribotor, vendor, or of any odder perrmi or organization performing or fvrnishing any of the Work. It is Dgrced and unda toad that the Contractor is solely responsible for supervi sing the Work and for sd t at the sitc of t1w Work s providad for in Article 105.14." olete Arficlo 105 J X in its enfi ety- 10, Add the following pa graph to Ailicle 10 .1 ; 1 lie Contmctor agrees that Y(!presenlalives of the Owner, Engineer, Illinois EnvimmnOntal Protection Agency, amd the Mctropofti Water Reclamadon ,District of Creator Chicago shall have aces to tic W oyk whemwcT it is in preparation or progress and that tie onttaetor shali provide facilitios fm access and inspection," IL Add Artiole 10 .14, w cfi Beall mad as follows, " 105. 14 J ob-Site 8 a fety. The Contractor is solely wsponsible at all face for safety at 1110 job site, Tha ontT:wtor shall i pimcat. wbatovcT protection incasures m-e nccessary to WHY protect dais work forms, die work formes of leis suppliers and subcuntraetors, and dhe gcnrral public from construction activities. Any and all safety regulations and other provisions of applicable Fcd al, State and local laws and building and construction codes shall be observed. The ] raw�W do not i neiudo standards or gu idclWos for con €ruction safety. Th' ont (or shell be responsible for the adoquaq and safely of ail conaruction mhos and flic safe pyoswation ofThe Work, includ ing, Wool. bmicod to, forms, false work, scaffolding, t nch pwtedion, Prote tivc ba cades, protective rails, and warning lights. It is expressly stipulat A that any our rni3nation and/or approval by the Engin= of .xc Contrames plms for such h des as well as for any other items needed for the prosecution of tlue'4 mk will cover only general onfbr anm with the design concept of the prof ed and general compHance with thee information given in the Contract Documents. 8 ualx examination anAloT app va.l. by the Engineer shall riot relieve, the Contractor from full and comp#ete responsibility fox safe prosecution of the. Work at all litnes and for obtaining satisfactory =1119. Requirements for safety -related work tasks presented qject I rawin s and Specifications, Bach as traffic control, fevrese t the miWmwn loved o rprotection wlkh must be imp1m)ented, Depending on the Cor&actarls me s and methods, these protection measures may or may not be fully adequate to protect ftojeef work farces or the geneml public. As snr,1, the Contractor is solely re pomible for and i -required to impl=ent whatever addidong proteofion roc=re may be, necessary to fully protect the Project work forco and the general public. Notbing in the foregoingforegPing pa graphs shall be construed as r ieving the Contrattor from lull respon ibi hty for safe prosecution of the Work at all tomes. In the event the Own , n "uncer or their representatives are held by a court or administrative body to be liable for personal in. mies or Banta ,es to property arisiyq from d cienci es in lob -site safety, the ContrauOT shall promptly inden f and bold then hmiess there =L" 12. Add the following Article 10 .15, which shall read as follo e: "Io ,1 ffacial Contact, All official notices required to bt,, delivered to the City of Evanston tmder the temis of this Co ttact shall be sent to the following representative of the City; Sat Nagar, P enior, , ngineer, Engineming Section Division of Tramportati,on 2100 Midge Avenue, Evma ton, IL 60201 SECTION 107 - L E GAL RELATIONS AN D RES PON 8 1 B I L ITY TO PU L] 1.J)elete the hest paragraph of Article 107,04 and replace it with the following,1. -Owner will obtain approvals of the constJra,3tiort p1m from the Illinois Depaament of rain aortabon ( T), MetropofiUn Watex Reclamation District of Gmter Chicago (MWRD or MWRDGC) and the hnois Envirownewal Protectfo). Agency (U . The Contractor shall at his 0'"m expense obtain all rehired cons€r'uctiOn puts, licenses, insurance, and other appurtenant approvals or permissions for the execution ofthis W&k; give al necessary nodces; pay all fees regi�red; fulfill all perinit requirements, inol din construct ion standards, bond recluirem enN, and i sumice requirements, and, comply with al i les, regulations, ordinances, and laws relating to the Work and to the presmation of public health and safety." 2. Add the following, sentences to Article 107.0 : "Suitable toilet facilities shall be provided at the job site, the Facilities and the location of same shall be approved by the Owner and shall be Kept in a clear* and mitary condstioz 45 anitary sower moles or constraction U- nch may not be used for toilet Wilities", 3. l eletc the first sontence of Miele 107.09 and replam it vddi t1w following: 17he Contt=torball noti l:y the ft ineer at lemt W r ty (30) days iu advance of the starting; of ,y wustruction work WbR h might in any way hrconvenie0co or endangor traffic, so arr soment ca r be made, ifne scary, for closing the road amd providing witable detows-" 4. ,add the following paragraphs to Arficie 1 7.09; 'Mie Contractor sha i identify and obtain, at thce r own expertise, other sites for stma a of mate dais aad equipment. Sites shall bo approved by thc Owner and sbau confom to City zonizg aud laid use regulations - Contractors shall confine all work act'ivitios to the public right-of-ways. If, for their convenimee, Contractors wish to conduct work activities Qutsido public right-of-ways, including storage of equipment and rim miais, ConlmcAoTs sliall obtain Writwil pe ission from a eat d propeAy owxi rs prior to procceding with thcse work activities. C*sts of obtaining permission., Feints, eme eats, site preparation., site maintenance, site re toration,, and all other expenses associa[ed wail work outside iightmof ways mid cawments shall be bomc by the Contract= at moo addifiml ex en e to the Owmier. ConstTuction matedaU may not be placed or stored along City street$ and other public auras more than five (5) ealerxdw days prior to their planned incorporation Sao tine P roi eet. Exce s znatorisis to be incorporated into Ole Project, inciudin pips, backf R terials, and othu constmotion materials, not inoorporated into the Project shall be removed ftom tho i-,onqtruction 6te by the end of each day and shall be disposed of in accord ante -vA h theso pe ifications. Temporary storage of materials sWI not intcrfem with ;wb line storm drai nage, Recla4njad c ns 3 , i,on materials dial i be moved to theContractor's stage areas. Exerss spoils shalI be removed at Me end of esub day, Bxcess constmaim egWpment not actively cngagod in daily work operations sbaii be, storm only in the Contmcto-es storage areas aad not alDng City sfreets. Wracked constntction eguipz ent shall to moved from place to place iai the City only o-a m-tired trailers. "'4 alicanel of tracked equip3r m( between eonstawtioiiL areas is expressly prohibited. Refueling tmckr, shall not be pmkod on. City sects and shall bo retumed to the C011trador's storage area when not in use. Ue Co tTactor shall provide off street: paring for personal vci cies belonging to his employms, supplier's empioym, and sob nt3'acto is employces. hcse ,vehicles may not bo parked along City streets or in Wozk ar=;. No trailers a nd/()r counex containers w0l he allowed to be stored onlio the City of Evan ston MO.W. Electrical power for construction operations Outside normal pros t hou rs slud I be obtained though temporary power &Qps from Commommalth Ed kon facilitks. The Contractor shall not we engine -driven generators for power at woTk sites or mw othor mgime-driven equipment outside no al project work hours, including, but not limited to. pumps and compressors' except in e3nergenoy situatiow. The Conti -actor skull provide receptacles as necessary y at construction areas for dcpositing wastepaper and garbage; a d, sh y empty these recTtaclosragulmly."ate CoMractor shall keep tht const etion site and Ms storage sites neat and shall promptly clean up any debris, which accumulates. All waste matehals sbA be hauled to u legal waste disposal site of the ontra tmis cboiao- The Contraoto:r shaM conduct hloperatio-ns so that access to homes and other bu ldin&s i maintained at all Wines whexx Contractor is not working at that specific location. Tbc Contractor shall cooperate in efforts to notify borne and other building owners aa to when direct vehicWar access to their property will be curtailed and the approximate lcn t#-c of time of such curtailment. Written and/or vocal noti rication shall be given to affecte4 residents or tenants of the properties not less than 24 hogs prior to access eurWIm t, The Contractor still maintain, ace s l`or emergency vehicles to all parts of the construction area at all tones. Where water service connections are made., the Contractor shall not place spoil on the parkway. �t The Contractor shall provide for and maintain the flow in all sewers, drains, bui[ding or inlet connectio,ns and all water -courses which maybe met with ding the progress of the Wo& e shall not allover the contents of any serer, drain, or inlet comec:tion to flow hits trenches, sewers, or other ouerare8 to be constructed under the Contract and shall immediately remove and owt away:ern the vicinity of the Work all offoosive roatter. The Contractor shall not disrupt the function of individual ganitsry geivi es for more than four continuous hors. if construefion ope r tious are anti gated to disrupt inditddual senicez for more than four -hours, the Contractor shall provide far temporary sanitary service for tho titration of the dis,rupticM, The Contractor sball provide for and maintain tite flaw i a all water mains or ser ces which may be met with during the progress of the Work, When water mains or services are to be dis rbed to the extent that the water will be shut-off, the City of Evanston Water & Sewer ] epartmow and all pares being wired by the T ines involved shall be notified in accordance c with Article 561.03, givbig them the tine and duration of the shut-off period. In oises involving dismption of fire hydrants, tht City of Ev=ston Fire DopaMent shall also be notified in ac ordaoec with Article 561,03, The Contraetor shall not disrupt the function of individual water services for more tlwn #`air continuous frogs. Ifcon trucdon operations are ticipated to disrupt individual services for more than foar hour&, the Contractor shall provide for temporary water service for the duration of the dimuptIon. The Contractor shall pry tly noti fy the proper utility company and all other effected parties of any damage to water, gales, electric, telephone, sewer, and othm utility lines a0d connections caused by the Contvactois opmtion , The darnagge sbail he is ediately repaired at the Contractor's expense. In the case of ap accidental breaking of water main or service line, the repairs of such a break shall have priority aver all other ope bon . The pasties whose services are offkted by the keak shall be notified at once and all assistance given to supply emerg ey water where nfxessary by temporary lines, tank tr cla, or other means. The Contmotoy shall wainWri aft appropriate inventory of the materials for 7 =agency repairs. in the cafe of an aceideutal breakage of a street light Cable, The Contractor shall submit for approval a He ws eXectrhf al c a tractor by repair any and all damage to the existing street light i,,ables. Tito Contractor six I not a] low ftvcl upon. .y stmet, park, roadway, or alley to be hi -ad red or inconv aalenced. ne dl=ly, aor $Hail the same Vo who y obstructed without the wfitten pennission of the Owncrthercof No eor tniction vehioles shall be driven tbrough or Shall be parked in alleys unless so approvM by Ibe E nginQor. Consftction U-affic 5laal1 be mated on nxajor City t o-u-street . Construction trai` .c on minor strccts shall be limitod as Much as is practical, All street closur4�,s must be approved by Engineer. W.cn nffic must be obmoted, Ow C ontramr shall provide proper traffic control a acted by the n inecr and Owner by lvWing clearly wordcd sips a wuncing Such fact witb proper b i ieades, at tije nearest oyosi -s[re is on "ch side of such ob t s tcd poi 011, where gravel can pass around the obstruction in the shortest and Micst way. "No par ri „ sigus =9 be approved by tbo Engineer and must be. pOMD A3,,ID DATED at leash 4 hours before ft intended dab of it e. ` o Parking" signs are t be urobased o e Ovmcw, if vehioies are stil l parked in "No Parking„ areas idonti od by Clio Contractor, ft con"oor shall notify the E4=r who will contact the Evanston Police to have the vehicles towed aVvay, No toWmg of vehiO s shall: be done by the Coatratto-r. Driveways to fire d pa3lm t buildings, drivcwa s to medical b ildb�p, and driveways to busip es s roquired for conlinuancz of their commerce shaU be kept opn and maintained in passabio condition at al l times unl_m inodi god by w ent between the Cbnctor aid € w properlyowner.All agremmitsbotweentboContractorand piivatepzrwperty own= must be iD writing to be. considered binding. 71w Contmolor siaal.l give reasonable notice to Cho owners of all private clriveways b forc intcrfeflngwith them, l a l c tr otiorx pest o� s sbaU be t ninatcd at arch locations that tiac oporationsof driveways are not ob5tructe:d_ Dfiv+ ays &ball be passabhe between the hours of :00 p.m. and :00 arts. 5. Add the following pamgmpbs to Artiole 107.1 : —Me Contractor shall uli1i ze a iuechanicA star t. sweeper to clean streets af#'-ect'cd by thr, ont et9v23 e e tions, bicluding haul gout , at Icast tvvi.c per we and additionally as directed by the Bughicer, Tho wc t-s ecper shalI be a full-sized, municipal -type sweep having dust collection and street wasbiing capabilitics. if, in thu opinion of #he. n&=, dwi. b�:eome% a pwbkm despite. the: normal rl!anup Mmsums of streA sweeping, IN, contractor droll wadi do am the pa'veinwt, sprz ad cal um cbRorivc as a palliative, o� rc-sw p sUects as all at no additional cost xo tM C ymm c onlractor s *�91 kc L? su fficirnt. quanliqu,; of cat6um car lodde yr sa , for use a; 4ixccted by the Engineer for dint cotr"L Dei to Arfitic 107,17 and replace it with the fol.lo in: "107.17 Use of ExPlosives a) General (b) Blasting and other uses of explGsiveawill not be penniftcd und( (leis Contractl" 4f$ 7. Delete A.xthAe 107,18 and replace it with the following. 107.18 Use of Fire ydraGnU� ff the Contractor desires to use water from hydrants, he shall i1 out an application to the City o.fBva n can Water & Severer Department and shall conform to The municipal ordinances, moles, orreguladons concenting thtir me. The Contrac(or shall atain a use permit mit for eaeb hydrant, and shag <)p orate the. hydrant properly. The Contractor is required to use an RPZ or approptiate lea . caw prevention device subject to approval of the City. There is a 300 deposit on the fire hydrant and all borrowed egquipmert. Water sbaJl be Runished from hydrants at no cost to the Contractor. However, the Contractor shall restore any damage to the bydtavit caused by Ws use, including settlement, ixe: hydrants shall be accessible at all firm to the Fire Depa =t. No waterxai or other obs"coons shall be placed closer to a fire hydrant than per .tied by municipal ordinances, ales �yo�.�.r re five iatinns, or withIn re 5 feet of a fire hydrant, in the abaence of such ordin . Aid the f'el c w€ng para phs to Article 107.2 '. "°till existing Broadway ditebes or 8wales disturbed during construction operations shall ba restored to their original crass -section and longitudinal grade, as approved by the Engineer. any settlement caused by sewer or water main lr=Aes shall be refMed and the on ati grades maintained -by the C ontia,�tor for a period of one gear from the date of f=d completion of the Pipject, Any property damage ceased by trench excavation or augering operations iucluding settlement shall be restored at Contractor's r peam" 9. Add the following paragraph la A cle 107. 5: " Prior to comr eai�-emtmt of optxa6W5, the a�ltmctor sMl Prepare a tv6ttere iavwtory of existing tra€f a =arol and At<� si gnage, along the routes of consftudion. This inventory shall list tiv,, location, woreling, and gerkeral condition of s'iviage. This inv tory shall be snbrrettted to the Engi cec upon o plefion smd before any &ignap is -removed for construction ae!#.tvi6es, 7be Contractor shy i remove all existing bra O Oontrol sips, stwe these sigu in a► manner, which pr,e:vetr#s darna c, and xeiwtall them as soon as pnssibie fbHqwing in llation ofnc�v se,uers as eoordinated by the Engineer,` 10, Delete ArWe 17,7 and repi ace it with the following; �xt psi .o mnifim on t . jhj� rd &tfi . In the event that so= of the Wolk is to be completed on property that is not owned by the Owner, the Contactor shall prmide the indenxi, cation save hartrdess protection to the owr,,er of such property. 'die C o-ntra for shall also provide the indowni cation and save harmless protection to ownere, of adjacent properties that may be affected by his operations, CWws and disputes by third parties arising fmm work on this Cantraot, including augaing and drilling or exeava#ion,vork shall beresolved in a cordarice with the procedures hereinafter specified. This provision does not change, modify or alter theContractor's responsibility to follow the imprance reqairoxnents of the n, Contract, NleitheT does tlds pio kision cl=o, modify or alter tho oatiactor`s spomibiMY to defcnd, indealnify and hold l r;Aess the Owner and the En&eer ftm all tYPCS Of claims that MY arise out of or in oonscqucnce of the perfornmoe of this work by the Contractor or %,blob r ay result, in auPvay diem fxom as that duty is stated in Settion 107. Fuilherjnorce, this provision does not c m)go, modify or alter die Contractor's msponsi ility to follow the previsions requi-Ting a C:ontractues Perform,wim Bored, The Coizfmctor agrees to follow ft prooedurc described following in Molving all Propcity damage disputes that axise fluxing the performance of the Work -Under the Contract, Tho Contractor agrees that the following proccdwe is the way the Contactor will bold the City of Evanston, M% and l? pmr harmless for Property damage rclaims; Ifthxc ontractvr c ives a• claim forpropeq damage allegedly carved by is porformaace of the Work under this Contract, the ContiLactar slxall, within five (5) calendar clays oftec6pt of sarh claims: M-knowl.cdge the olaira to the PTOPerty owner. Send a copy of the said claim and ac owledg ent to Engineer. If the claian is not sc-ftl(oar the Contractor does not agree to settle the claim) wifti five (5) calcndar clays, the Cunt ctor shall: Forward tyre claim to the Cowwtoxls jnsur=ce carrier. require bis irrsumee compmy to forwftt to 1,11# ne r all ad-nowledgruent of Mtipt of the claim, ' .c C antxactor and insurance carrier shall either settle or decry claim witbin sixty (60) calendar days of iW ial receipt of the clams, The h1su0mr, carrier and ContTactor shall notify the Engillecr of discs settled and deuicd, including the terms of the settlement or reasons for denial. Th' oDt ctor shall advis propedy owners of the decision to deny their claims and, shall iarcladc i a flee Notice of Denial The name, and addmss of thepm. on authorl7.zd to accept service of proocss on behalf of fire Contractor. When a claim is allo, vcd in ar{y amoant, Contactor shall, ,wifty t rty (30) calendar days of the award, pay to the plopeTty owner tltc amount of the award. H the Contractor does not make these payments to thc property Qwner wide n the thirty (3 calendar day period, th,-, Owner shall be authqximd to MkO these payments fOl' the Contractor and them deduct €ho amounts paid from the next payment due, Oie Contractor under this Cromr c! „ o 11. Add the following parrar raphs to Article 1 7. 0: "T e Contractor ass es fun responsibility for the safekeeping of all matefials and equipment and fox at u Ms ed work wtil final acceptance by the Owner, and if any of it is damaged or destroyed fxo ,my cause, the Contractor: shall replace it at his own expense. The Contractor shill in demrdfy and save bar ess the Owner against arty Uens filed .for nonpayment of his bills in connection with the ontract work. The Contmtor sbadl fi=ish the O mer satisfactory evidence that al l persons who have done work or finished materials, equipment or seMce of auy type wider this Contract have been My paid prior to the acceptance of the Work by the Owner. Ilse Contmaor shall erect ate, maintain such batxiem and lights a rdfor watchmen as will protect and wa r pedestrians and vehicles, Ltd prevmt a(:=s of Unauthoxized pm ns to the site so as to prevent accidents as a consequence of his work. The Contractor shall indemi'&Y and hold harml= the Owner, dw OwnOwn&s employees, the n incer, and the Engineer's employees from any and all liability, foss, cost, dunages and � claims, and expertise (includft reasonable attorneys: fens and eon costs) resultin earn, atising out of, or ineu rred by reason of any chins, actions, or suits based upon or alleg�rn , bodily ivjny, including death, or propeM damage arising out of, or xesuffirrg from the outyractor's operations under this Contract, whAer such operations be by Xmsedf or by any sub ontrador or by anyone directly or indirectly enVloyed by either of theta. The; 'on-awtor shall obtain insumce for this puzpose, which shall bisure the internists of the Owner and Engineer as the same may appear, and shallflie with the Owner and Engineer certificates of such insurance. The Contractor shall protect the Owner's property and adjac t property f m initu+y or loss multing ftom his operrations. Objects susmining such dawage shall be replAced to the satisfaction of the Ovmer and Engineex, the oost of such repairs shall be bonne by the 'omator. The Contractor sliall be completely responsible for protecting his -word, from vandalism. Any vanditfized concrete shall be rropaixed and/or /or replaced as erected by the Engineer and at theContractor's expense." '1 . delete the second and fourth pmgraphs of Axfiele 107.35. 1.3. Add,ti.cl.e 107.37, which bal) read as follows: "107 37 Traffie Control and Prrotectiou. Special attention is CaUed to the fo owing Highway Standard d eWIs and Section'701 relating to Traffic control, STANDARDS 701 01, 701 02� 701601, 701606, 7417Q1, 701 01, 702Q01, 780001 If -requesuA by Contractor, oneµ look-1 Ong roast closures wi ld be allowed by the Owner in areas do=ed nemsary by the Engi-acer. No moro than one large of other strects may be closed at way tine. Ua .c coy Tol Shall bo in accordance with tine applicable suctions of the Standard Specifimfions, the, appiicabIc pidelines contained in the Illinois manwl on Uniform Traffic Control Devices fox Slxwts and Hi8hways, any Spccial any Supple cnW Slauftd Specifications and any special dclWls and Highway away tudar& cis,atabrA herein. ,At the Pro -Construction Weting, the Contraotor shall furnish the name, and a 24-lour tel pbonc niambar of the individtal in bis direst employ, who is rcapvarible for the 4, stalfatx= and maintenance of the traffic control for Me Prof ect. bi =,<)edanoe with Article 0 .€1, if a suboon ctor is to provide dais aspect of (ho work, consent of the Engiumr is requira This sixa , not relieve the on[Taotor of ft foregoing re uiremcrkt for ma h1dividual in Ws direct employ to supe7intend the implei=rxtation and mainicnance of (be Raffle (= xol, The Contractor sh aI furn.i3 , instal), maintain, roiccatz, aad remove al t"ffic cones, signs, banicades, waning lights md. other devices wbioh are to be used for the ptirpose of i=trolgng pedestrian and -vehicular ftaffic. M)e traffic control r qirenao xts pr sented in The Contact documents represent the nxinimmm level of co -at i l-&h shall be provided. 7bo, Contractor is solely mspon ibie for impleminitijig all other ttafixc control measures requi red to Mly protect pedes fans, vo i.ole,,;, and his work fonts. The Conttactor is xesponsiblc to ensue that all barricades, warning signs, hgbts and of r devices installed for traffic contzol are in place and opemdonai twenty-four hours cacti al4mdar day this CoWzad is in e f`ed� In partiMar, tlic Contractor shall make slue that wain lights are functioningduring night-ii=bcurs. "4`V'arnuglights hall be checked each "Iendar day to veri fy jhinctioMmg, replace battezie ilbs, and/or replace light assemblies as nmcssary. ,All areal of work sball lac prowted each night by Type 11 &am-typc or sawbers(,,-typ barricades at not Steater than fifty ) £not centers. Drum -type and sawhorso bardcade,3 sball be eqaipped will) working flashing Eights xd Wgbly visible reficctors, reflective tape or reflectxwe paint. At least six mflectou shall be visible from any viewing angje. `S'ape or paW shall cover at least 30 pomml of the bar Bade from any viewing angle and shall coxifo rm to Section 700 of Lire Standard Speoifications. .crow Boards shall be sHent type powered by electricity or battery packz. No ene/ eni=tor-powered. arrow Boards are permitted, The Contractor shall plaoc ` o Parking" signs a, mi rfimim of two calead ar days prier to curb replacement, patching or reswraoing op rations, All "No ParU4' sighs must bave the approval of, affi hod, and dip] aed to the satisfaction of ft Engincer. PQslang of sips on txm sisal I be done its sacsach a manner to faci iitate removal; stapling or nailing c N gns to tx= is prohibited, School bmvq and em rgency vshiol shall have access to a I I pre rises at all times." 144 Add Article 107.3 , which shall read as follows: "10 7.3 $ Maintenance of Road& Contractor shall maintain xaads for all Breather coxtditions and at all times in comphanico with state and local regulations, Upon completion of f,onstmodon, Contractor shall return all rows to their original condition as described in ectioia 44 . '4xJ'ith the CKvners approval roadways and drives maybe closed temporarily in the inunexhate area of the work, However, roadways and driveways shall lie reopened as soon as is practical following n the compleAko of installation andlor mtepr ation. All roadways shall be maintained open to local traffic bemeeo the hours of6,00 p.m. and 9:€ 0 am or at other times when Contractor is not actively engaged in surer and/or water main filstaUadan. Roadways shAD be open to though traffic whenever practical. Roadways shall be open to emergency vehicles at all times, Temporary pavemoits speci led by keer or Owner shall be placed on the same day as sewer aadlor water main ins t llatien and shall be maintained As necessary until final roadway restoration. Contmetor shall promptly remove all loose mat al spilled on roadways du6ng the execution of the Work, Te pora Ly pavements shall consist of AGGREGATE SMACE COURSE, , COLD MIX, HOT hffY,, or steel plates as specified or as dixected by the veer. HOT MXX shall be used -for all TDOT and a leriail streets and all intersections. Aggre ate surface coarse shall to used for other stmets, alleys and diriveways., unless othzwn a directed by the Engineer. Steel plates shall bt used to close coxis taruction oxk shafts alod sbaH bow set with their surfaces flush with existing roadways. Temporary pavements for um hes crossing toadwa s and sewer and/or water main st etures in through t%a€ c lanes shad be HOT MIX when specified or as ducted: by ngiaeer. Temporary pavements axo d structures not located in ftou traffic lanes shall be aggregate surface coarse as specified or as directed by the Engineer!' 15, Add Arficle 107. , wMch shall read as follows: 'x "10I.D Water Control. ' fte Contractor shall perform grading; and ethex operations to maintain site drainage. Swface water shah not be allowed to accumulate inexcavations. The onxactor shall dispose of s fa" and subsurface water in a legal manner, He shall not allow mud, tilt, or debris to flow into aay surfwe water area or body ether than in compliance with the State Water Quality Standards. Whew the Contmotors operations disturb exis6ag combined sewem, the Contractor shall provide temporary bulkheads and pumping f Bifxes as inc csspryto m2intain the combined sewers, connected building services and storm water irtlet leads in 611 apemtion, including transport of the maximm dry - weather and wet- eaftar flew of which the existing sewer is capable. Combined wastewater shall not be pen tied to four along sixeets, public right-of-ways, private property, trench areas or inactive relief sewers. .All earthworks, moving of equipment, water corntrol of exeavatiom, and curer operations atly to create silting, shall be coFn€ acted se �s to minirni a per lot ion to water: courses or water storage areas. Under no ci.rckumtance shall the Coatractor discharge pollutants into any wan `course or water Storage urea." 53 16. Add Atticle 107.40, which sell read as follows: `'I07, 0 Overnight FrotoWon of'4 orL The C ontra for sbal1 adequatolybac fill, cover v6th apVtopriate plate, or suitably fence and bar�icade all open excavations at the completion ofcach days work. Open-eut ex avaio s s ail be reduced to a maximum leug h of ftrty feet overnigbi. lr cavations shall not block roadways or Mve aays. Op a ends of severs being lnstallcd shall bebulk-beaded ovcmight with, walertigbt plugs to prevent ntnnce of soils, entrazee of groundwamr, .d/or entrance by me public. The C;oninotor sha . protect all excavati ons from public access. Al l shams for open i< work shall be ful ly covered ding non-wor'ldng hours and dwingworking hours when not Virg actively lased fo-r that da co-ast ction-" 17. Add Article 147,E 1, which shall read as follows: " 107. 1 Guarantees and Warraofieq, ,All puantms and warranfies mquimd shall be fwDishcd by the Convaotm and shall be, delivered to the Ownzr before the final you aher oil the ontrac( is i SSUC4 .1, Add the follovin to Article 1 . 1: "Tho Q wnex may appwve tiro use of sc=4 t4cr s!A), oMao#ors on a case by case bans aftvr the PriTre Contfiacfor initiates a nrqucst #nr approval of same. The Prime Ciro ctnr i respoar,ible; for compliancc with all c: provision of the eonlraot =d a,; responsible for providing that all of lbe pertin mit provisions anti rcgWr mts of flie prime, oonLract are i ftwgi mated iDto the sccond 1 for strbcozxl a #s. The Prx= Contractor shall provide, a copy of the coc a tior s coat ct, �,md lien sobco tMlot insw-enre #scales, and shall tnrovido woLiv 5 fxom tbe secoiid tier subconttactots as rrgWmd faar the processing of pay ostimates. '(: second tier subcxmft-aetcr shall not mmin=ce wozk until approval is gmiWd by the wnel" . Add the following to Arficie 108M: "Prior to coz cang ozxst -u oz opmti .s, axe Prcje l shall Mnt wi Ih the Owner a -ad Pngjnocr and submit hh;1'zogres chtAfle, The a41411 reflect that no W;Drk wall be P"formr"d on al"10ays ana Sundays. The worR day to calendar date colreIati4m oftho con tmr oi) schedule shall b� used on the hoiA rs of wozL durin r, the Wftk re u iwd to gal e lyre aotavtty with adequa►t Alowance for belidaly , adv=c t wpa6l r and a]I other speoial z l)im=,ats of the work The Contractor shall submit to the Migi z r MorithlY upddaafos of Ih.� chodulcs regi htd Ver thcs ch ute 1�pdaws rho j1 reline# tiro progr�P5 to date by providing ao,Wal s#an dates for activilies sta. ed, actual finish dates fbo coin te#P,d activzFi , and idenfi Fyft M ofsoc umce work, schedule lagic changes, and any or events impacting lhw current sehetle. The updates ball Atso t<owain lie Coninc3oir's best estimate of the 5-4 4. ri �lnajr)jng Mural€ors fob act} -vibes nOt cOMPICUI as Of the gate 0f the update. All vvbic ptf smtatiom and reports shall be submitted with tbo rtxoDtbiy PntW pa t=t iequ , a C?ontmetor vhW pxepare and submit daily repWs C(Mtaiablg, MOBE oth r ite , the Mowing infon=tf : i. A desq-.xiption of Avork acfivities perfored. . A de ipiion of obstrucdow eneountmd- 3. Te pe Wye, and weather conditions. The reports shall be submitted on a 6fly bass, by the end of tho next bpi�e day. i `omation pmvide€l on the daily report sbali "Ot OOWAituta notice of belay or anY Otte-r notice required by the Contract Doouzents. aUare to provide the update€ snhedule every month mad► be cause to N4M hold any Portia] paYmertt clue to tbia Contractor during the coume of tbe Contract uvdH the deficiency has been remedie&" Delete the second paragraph of Article 108,03 and replace ft with the following: "Tbe C:ontractox � ll notify the ONvner Md n eer at least 72 hotn's bdo re begin, work. ,rhe Contxa for $' 41 give a wirdnum of -24 boars noti", Tzar Velndiug Saturdzys, Sundays or legal holidays, prior to auspemion of coo stauetion a0tivities for any -non-Wea er 101aled reason, susptwsion ofwork for non -weather related. reasons must be pmr approved by the n eer. The C,'ontra or roust be in ad% -ante of the Controftg VeM as indioated by his szxb fitted C ov motion Schedulf, as a eortdition:of The Enginces grmting of authoriutionto sxisperid worfk. In addition, the suspms€ran shall not affect the completion date, of'the projeot. The Contractor bag notify tite . fin er at least 24 hours, -not imitidila# Samdays, Sundays ox Ie al holidays, prior to the -ri�so ption ofwork- The site most be left in a Ocaii and neat n er, acceptable to the Engineer, prior to the aurthorivati( n of the susp lion, The Cmftadox h�jn form the l'ork in accofdance with the fallowing scheduling r�c�u�irernssits: a. nct� Ganuaetor milst fojjow IDUr's r�co=mded Holiday8 in SMBC:, J nary 2WI. la addition, the Contractor will be rccluked to djscus� theiz opembow and get veibai wind I or written pea ssion €a least twenty-foti� 4) Ito s in advanee in order to "volt on the following dates: F day, .April 22, 2 Ell 1 Good Nday Tuesday, April 26, 2011 Passover Thursday, SqMembcr 29, 2011 flash a bomb Saturday, C etaber 8, 201 i Kippur orn �x p ur Deleto Article 10 .04 and replace it with the following' " 08.04 Normal Work Hours. N=Al work hours shall be Monday tbrou h Friday (exeluftg legal holidays) beiwe6n .00 am and 4:00 p.rn. local time dudn the calendar dates specified in Article 108.03. Except for work required to maint6n warning lights, barricades and o ex safetylheslth-related systms no woTk shall be perfozmed on Saturdays, Sundays, icgal holidays, or between 4,00 papa mid 7:0am on other daywithout sped .o pel ssion orthe Omer. o work, exoept maktename of waming IighW, baricades and other safctyfhealth-Telal d s stems, n)aybe p rfoa ed a'anh*8 the Engi,nwr is available to obserwAn5j t construction activities, Ownev will provide. thz seruims of tixe Bngin= as needed for construction observatioMpspeotion bctw t the hours of 7.00 ate, and a4:00pm, Mond fiday, o e pt legal holidays, in accordance with the calendar datcs specified is Axticle 108,03. S. Deleto AAcle 108.05 and repiacc it with the followjnV Fol .e Contract Working Days sball be as specifies in the Conixact Docummts, LJquidated damages as indicated in Aarl<ie a 108,09 amonxtt will be pnW4gd., shall apply for fa Hare to achieve the Contract Working Days, and other speeWc Work task completion requirements. Claims for extension or shoricaing of the Contract Woxldng Days shall be based on writscn aotiee delivered by the party maMng the. claim to the Qlhe r pwty and to the Ungincor promptly, but, in no event, later than thirty (0) calmdar days after the occ enw of the event giving Hsc to tlao rimm and stating the natum of the Oaim." 6, Add the followinS paragraph to Aatiole 108,07 Mc Enaineer shall have ao awhori y to suspend die Work, wholly or hi past, for any moron. Al l fisbis confrer ed onto tiie Engincer fo-r suspend it g the boric by Standard Speei 6 cation Arti is 105.01 d 108.07 shall be the sale right of the Owner.,, SECTION 109 - MEASUREMENT AND PAYMENT 1, Add tlxe following paragraphs to Anicle 1 .0 : "All the roquirommw offt SuppIrmmW tandm'd ecifcalt rasp '#aWrk9to Wions 100 to 10 ,D£ the; Standard Spccift"Lions are corn rd inridm1; l to the Work, and uo sePaTM or additional payrn t %v l I be made, =Mpt as oih-,rwiz a indicated, for complying with said w,quire=n , 'llxe owncr has tze aulbority to wi told aay paywxnt ifsatl facteryprog ss i 3 ,w madc by C' trai tw to complete any work On J3JC: C,4DJ "Qt. The cost. of =oval of any temporary surfacas, trench backfill or other temporary mat ials above the sub grade level lax weal where, float surface restoration is to be performed shall be �icidental to the Contiacl. and no additional separate payment will be mane except as indicated, iaa Section, 0 10 10. E-gist44 £aoilaties or properly damagcd by construction a0fivities, 4izlud�ig tmttlement, whW-i r tbrough result of Contractoez negli co or as a aaonnai result of the means and ruethods cmpioyed by the CfontractoT, shal i be restored to original condition, Restoration of damaged areas will be conuiBer 1. iocidotatal to the Work and the cast shall be imiuded as part of the unit or lump sum price item to wbich the restoration pertains. Pay Items .T.) are dcf u ed io Section 01010 of the Supplemen Cary Specifications of this ontrarct Document, Pay Item definitions and weasurement procedures in Section 01010 shall take precedence over any otbtr coafficting de itions or procedu res. Payment for each item will be =de at the uoit or lump sum price laid for that item. The cost of all other related or incMental work required by the plans and spe ificatxons shall not be measured or paid for as a separate item, but sbali be included as part of the urn t or lump sure pace item lo'which the word. pffWns, Failere to list all such .related or incidental work for the bid iterns shall of iavalidate this stipulation!' . Delete Article 109M and replace it with the following: "109.07 Partial Payments and Retain age. The Owner will pay the Contractor monthly for Work completed in accordance with the Contract Docn eats. A.ppli aeons for Payment from the Contmetor (and subcontractors) stall be prepared and submitted by the Contractor with al,l 6upporfing documtmts to the Enginmr. upportiix documents to be stib i tted wit)i Applif-ations for Payment shall_ include, but are not limited to: � Documents to be Submitted With A lications for Partial Payment a MBEMBE/EBE/SBE Utilization Report All de iveay tickets for concrete and asphalt. (c) Lien Waivers (d) Construction Schedule Update Failure to submit any of the above docuinents 2nay cause the payment application to be rejected. Lies, waivers shall accompany each Application for Payment and shall reflect the amotmt paid to oxh subcontractor, mid supplier, and their respective supporting lien waivers. ontractoes lien waivers submitted with interim Applications for Payment shall reflect all � costs up to the date of #fie Application. Lien waivers from subcontractors, suppliers and othoTs accompanying interim Applications for Payn t may be submitted one month in axrcams Lien waivers submitted with the dal Application fox Payment shall reflect the full values of Contractoes efforts; and, all subcontracts, mate als pumba e~s, and other proje4"t costs. A.pphoatioms foF Payment shal l be reviewed by the E ineer within ten 10) calendar days of the submittal and returned to the Coaftactor for con-eWon or forwarded to the Owner f r approval, as appropriate. Engineer and Coutractor must agree to quantities forwaded to the Ownem Any disputed gnawities not included in the Application for payment must be resolved with thirty 30 calendar days with any adjuments from disputed quantities to be Included on the following Application for payment. Applications fox Payment certified by the Engimer must be in t?fie City offices by the close ofbu iness on the last working day of each Month. The Ovmer will pay the Contractor within thirty 3O) calendar da 8 ofTaceipt of Applications for Payment certified by the Engineer. 57 Rr,taina c shalI be withheld as follows: Thero shalt: &du #ed ftom the amount o delrrrnarl d for the rim 50 powat of tlxc cvmpWcxl vcworlc a surn of tim pant to be rely and until aficr the, ownpkbmi of tbP,,mtize word. to the safis cc�cn of the giro=, Aftr 50 # `cart. or snore of thf.-Mik is co plMA, the City may, at it ctjzm ion,, a-dify Me =wirxing pax payw-mts witholrt any fiwdmicamfion, provided tba satisfactory Mgress is being made, and provided Ihat thr� arrow mtaimd ir, rrot less than fl vc perccnt of the total Pdji;sted izGn act pd 3. Delete the first, third, amd fourth paragraphs of Article 109.08 and add the following, ' inal payment wig, bu made within sixty 0) calendar taps a, or Ibe Work is fully completed and accepted by #lie Owner and the Contract fully perNmed. Reqaest for final payment shall bo prepared by the Coutractor and a ompanied by the documentation her6nafter listed. Quan tics £o'r Ellis contTact serail be su ;oct to the Contract UTAt price applied to dal oa�;ured quantiIies. Neither the rrnal pa eat nor my paact the mudnM per=iago steal I dtr, imtii t c 'ontractoir delivtN to tbo ov,�r3 r a oornplete �r�:�e2rso of � Haw a iu out of this ru#a , or reteipts in M in lieu ttrco£, arrd in either cw, an affidavit that w &T as he has the icnowldp, or information, litc rcicases and roipts include all flue labor and material for wi9r,b a Hm cvrxld W, shod, but tho ConlraMor may, if my submorrtractorrcfuscs to fumish a rcl aso or rti�4,,xpt in dill, wish a. bona afis6ctory to the Owm T, to inde=if the wnex against any lien, If ally liens mmaiu u atM cd after a3I payments are, rr dc, the Cojift=Aor shall refund to the Owncr A rrrcrrroya that the, Owner way be cotxrpai IM to pay ii� discharging such liens, imMing all costs mid Atwrr ec s fees. With b is final payment request, the Contractor shall submit the following data: qcu enU to be SubMifted with plig OIL #`e r Final PaVweat a MBEMl3Sl Utilization Meal Report Section 00300 () Contmotor pa epared Record w Drawings Section 013 0 4. Add the following as the first two p agraphs of Ardcic 1 .0: " I lie Contractor shall notify the Bn incer immediately when tyre Contraetor becomes aware of any drcu stances wbiob ft Contractor bclievo way I ad to a claim for exfta cost. Whom possible, the Contractor Shall delay procecdi g with work wbiob may rewit in t .o claim for extra cost until the Bngirxe hm had a reasonable oppor nity to revim the situation, unlm such delay will materially disrupt the prosecution, of the Work or uxrlcss hmn diatc ContTartjar a, Lion is required to resolvo an emergency which endangers life or p pfrty. The par scs ofthe En iam's review are: to verify that a claim for extra cost may be wamnt , to m akc mod i catioms to the WoT-k to avoid or mini mize the oxtra cost, and/or to monitor theContractor's perfoxxnanoe of the work generating the extra cost, Fcr those situations whem the En gincer is not notified prior to the ContvwtaT performing work which cunt" tlo claim, the amouDt of cxtra cost to wbkh t o Contractor is catiticd shall not include casts w19ck in the Engincees sole option, could reasonably have been avoided if the Contractor had notified the gin,�e r prior to proceeding with the We& The Contractor shalt subrr. t, in writing, claims for extra oast to the fzaeer as soon a possible after the od=urrence of the event(s) giving fise- to the claim, but nat more then thixty (Q) calendar clays therea er, Claims shall include appropri ec supporting dootunentstian as specified in following paragraphs to j ustify the extra cast clamed. "Iris dommentatlon still include, as a mini t= a desc4tlon ofthe ci<tu stances which genetated the claim, prior notifica ions provided to the Engineer, and a dewited breakdown of costs incuned by the Contractor. In the evert that this documentation ommot be assembled --�,fithin thirty 30 calendar daye, or if the ex tra cost is ongoing, the Contractor sal submit, in writing, whatever partial information is available to kaT t Engineer informed of the Contractor's progress. Extra costs incurred by the Contraotor solely because of•the par c lar means and methods which the Contractor chooses to Perform the Work will not be consider . Chdms wbmined more than t -Ay 30) calendar days after the occurrence of dw event(s) gives prise to the claim will not be considered." Delete the first, secorkd and third paragraphs of Artic l109.09sub -paxa aph e) and replace � thorn with the following: " fie) Proteduxe. All ola ms and supporting doe ==Iationshall be submitted to die. Eng i n . The Engineer shall rsvicw each ck m and advice the Owner of theEngineer's opinion of the relative merit of each claim and the dollar a /o-r me adjustment which the Engineer believes is warxanted, if any. The Owner shall make a deAem)inaton of The merit of each claim and the dollar and/or time adjustment, i€'any, which is appropriate for resolution of the claimIf Contractor is dissatisfied with the Owners decision xe and ng merit, dollar adjttstanent, and/or tie adjustment associated Avith a elm, the Contractor may request arbitration in arcordanee with the following, All claims, counter- claims, disputes and o&ec matters in anesfion between the Owner and the Contractor arising out of, or relating to this Agreement or the breachOIL it, will be deoided by arbitration if Oke }parties mutually agree, or in a court of competent L,x jurisdiction within the State. Notice of the demand for arbitration shall b4�t filed in waiting with the other party to the %ktxact Docmuents and with the American Arbitration Associatiotr, and a copy shall be filed with the agineer, Demand for arbitration shal L in no event be =de on any la , dispute or other matter in question which would be b=ed by the applicable statue of limitations. ' The Contractor will corny on the Work and maintain nta die .pro Tess schedule du atg any arbitration proceedings, loess otherwise mutually agreed in waiting." SECTION 201 - CLEARING. "FREE REMOVAL AND PROTECTION. AIDE AND REPAIR OF EXISTING PLANT MATERIAL 1, Add the following p ra aphs to Ar(ieie 201.01, "noes and sbrubs which may he removed for pcdo anoc of ft Work are so desi aced on the Drawings, it is aot anticipated that any othcr trees oT shrubs will need to lnc removed foT perfor aa0e of the WO& Should th(e COnlxaclOr &sire to remove. tx es or si nib , d)e Coatrwtor sbaii notify the Owner for approval poor to rtjnovhjS any trees or sibs. Ownor will not grant p=ission for removal Qf trees or shmbs, finless the ContTaofor can demons to that t one is no other pmc6cable way to co piew the Work, inclvd ing aqc3ing or haW-excavation, ovaler mcvO= tba some tree branches wilt need to be pruned to provide olearance for eoi3s! ruction rcluiprrre� owevcr, the Contractor sbai1 secure the express per fission of the nginm to uj a s coific o mlhangfi rant of trees. The, maximum pi=aifted hcig xt of tzir i sl al e i t,All tree trimming, pru in , and repair ofwoimd suTfac s small be performed by a ficonsed ux orist appro�,cd by the C wnuThe Ownor will Provide appropriate �0l'f to observe tree tdrnrming opera oiw. The nt7raotor sbail pmvide at least 7 R our notice to the hex of trimming operations, No trimming shall be done unless OwnOwn,,Wi staff is available to observe bim ing. Triilg small be pcxformW to tho satisfaction. of )" r° staff, 1110 Ccallrador sbail provide proper tree guards to protect tress ,• m damage due to consliudion equipment and cpam ion . Twei and Bibs dmi a nd due to const aoti on oporatiour, or remo widwu t wtovW shall be repiaced, at (Yntractoes a pms , with trees or sbiubs of like species awl size, to a muimum trunk size of diameter as djiwW by tine Owner. rf tir es la ger U= 6- inobes diameter are it repmbly damaged or destroyed, the Coaftactor 311a1i Keplacc these gees with tans of like species 6--inchcs in dia etor. True Brimming, prw,ing, repair of wound azfares, romoval of trees and slx ba rcggmx sted by Contractor, and rapiacemml of trc s and shivbs irreparably damaged shall be incidmtai to the iWms ofwoTk to which they pertain." Pro peetive contractors arc advised that it is the express intent of the City of Rvamton to mWraixe txirn i n , of trees in the work omddou and to vigorovsiy protect the quasi t'y o rthe urban forest, 'fjxe Nuipmmt aad methods u to perform any and a)i portions of flu., wQrk must be tic size aid naturc that msults in the coast disruptioB to the iz xisfing envirommit, � Ci ty of Fwanston reseaves o r€ bt to I hnit the sizo o f the cq uip aeot used on the profi e ot. The Contractor shall at all times demonstrate to the safisfaction of (lie City Of Bvan ton that: suitable, prceautions and dlue diiigcncv, arebeing observed to protect die Waalrat and improved feawrw of the area. Spwial and continuing attention wil d be braid to the mai nteD anae 0 F tree pmt c-,lion fencbig and lbe appropriate ob ervance or troQ protection aroas as delineated by the rencing. To insure comp) ianco with the City of B:vauston's intent. to winimize weft di t rbmces, the M- O following rocedures and actions will be followed: Whm the Engineer determines that a deficiency exists, tie Conftactoy shall be notified. If the contractor Uh: to mclify the deficienoy immediately, the Engintex ►jIt impose a daily monetary dediaction for each 4- hour pe od or portion fliereof the deficiency exi8ts. 'figs t me pexiod will begin with the time of notification to the Contractor and end with the Engineer's acceptance of the corrections. Ilse cost of the daily deduction will be $ 50 per occurrence percalendar day. TiA addition, the Contra €or will be liable and rsponsi We for any and al l corree ve and rernediai actions required to restore the area or item to comparable pre-projeet conditions as well as any additional fines and fees as stated in the tree protectioji requirements in tLese specicatios. Care of Eiisting Plant Material. ifconstruction is to occur within the. root Zone, of exisfing plant material, root pruming and special plant care will be required, as hereinafter gpe6 fled, .All pruning shad be pexformed by a professional arborlst (someone whose principal o=rpa€ion is the care and maiater=e of trees). `Me Contrar,tor shall be responsible fir tAing measures to mWmize darnage to tree limbs, tree trunks, mid tree roots at each work site. All such measures sba ll be, included in the contract ptice for other word: except that payment will ba made for Temporary Fence and Earth Saw Cut ofTree loots as separate pay items. A. Earth Saw Ott of Tree Roots (Root Pru'aing); I . Wbenever the proposeA excavation falls within the drip -line of a tree, the contraotor skull: a. Root pie 6-inches bolAnd and parallel to the proposed edge of trench a neat, clears vertical cut to a minimwm depth dire ted by the City Arborist thro gb al l the affected try roots, L Boat prune to a maximum width of 4 inches a "Vermeer" wheel matching a follovAng criteria. Them of pnmor wheel shah be 0" diameter t (1$ "=r in 2 8 pair 56 total) stump eater teeth with tooth spacing at . 7" on center. The cut ng depth sbali be 24" and shall utilize a 6.5bp tractor. Trenching macbines will not be perraitted. c. Exercist care not to cut any existing u litie , d, If dw ng construction it bai�ornes evident that additional tree roots will require root pruning, the City A iborist and the Contmoor Shall have the root pmning stab -contractor tet= to the site to ptoperly mot prune the tree at the location directed by the City A.rbozist. The contractor will be paid four the additional Groot pruning as described below; howewex, no additional compensation will be =de for remobilizafion to the constmction site. e. For locations where root pmning is peTformed for the purpose of ourb and gutter removal and replacement, the contractor shalt root prune 64=hes h,Wnd the curbing so as to neat] Y out the tree roots. r Depth of Qut shall be l? inches for cutb removal and. replaoc=t and 24 € ithas for sbuauml %-vork. Any roots encountcved at a gmale r depth sb all be neatlysaw-cut at no additional cost.. g. Thr, Bngin= or City Arboxa st .vi l � mark looations where cuth save cutting of tree Yaws is requir d in the field, , .] l Toot prurrang cuts steal l be immediately ba, fil led with mateiial side cast frown the 4mrlh-sawing proccdvro, so that the Vound urface is oven and no *Ping potential exists. 3. All root pruningwork is to be, pexfoiued thiough the icei� of a cerfi fled aiWstto e approved by the City Axbcaist, Root pruning will be paid for at the contract. Wit pficu pu foot for Root Fruniag, .etch { . price shall bil, pay cat for all Mcir, malmials, wd equipment. I , The ContractoT steal I ercd a temporary fmco around all trees within the construction axea to establish a Tree protection zone', as established by City Arbotist, beforc Wiy work begins ox any mated al is del iveyed to the joNitc. No work is to be performed (other tl nToot pninin ), rat rh is stomd, or vobiclos drlyen or parkcd within the "ta-w- protection cone' at any flMO during the coume of Oonstructiom . The exact location and avtabfishment of the'Veo protfion n&" fence shall be approved by the CityAftri t prior to selling the, fene . "I`ho fence shall b� 48 i riches 1igh, plastic poly -!type or any otb r type of WgMy visible barrier in an open -weave two pattcm with large openings. The typo, color and patlem of ft fence shall b approved by the noneer prior to erection. This fence shall be properly;naintaimed in an apxighl reamer and shalj remain ng uvtit final restoration, unless the. 5igin= directs removal otherwise. "Free fence shall be sapportod -using Tm ost style fenoe pe el with a maximilm of ° gracing, Tm pos(s must be at least six meet in J nlx, two feet ofwbicb. mut bo set iu the ground, The fcnce shad, bo attached to posts and secured With a mini um of flix0e nylon locking ties per post. Utilizing re -bar as a fence post will not be permitted, 3. The fmicc shall bo instal led 1 " WiM acid pazal lei to the club and between tlxo curb and sidewalL Peace shall be erected <)n a minimum of lbrce sides wifli Ibe fovilh sidewalk side being optional. Fm= shall be installed at the drip -)inn of the twe or as listed in ffie following guidelines: a. Estab] ish tluc diameter Q f the, tree at a point four and a has f feet above the ground, refciTed to as diameter breast lxcx ht or D i. Trccs with. diameters 10 inclics and %inder require rout zone protection a minim -UM of five fW from Ih6 cmtcr of the tree. 5, Trees 10 to 19incN!s in di ameter ftl I have a minimum root zone p (Wi on 0 f 10 feet from the center of the €tee. jii. Trees greater than 19 imbes in diameter shall have a minimum root o-ne prate tiw of 15 feet horn the outer of the tree. 4. Puking or maneuvering of machinery, stockpiling of n terials or any other use wjII not be allowed upon unpaved areas it -n 10 feet of the root protection zone of qees or plats desi Snated to be protected, ou tm tiou area is deemed as all area„ within 10 feet each side of roadway bnprovemeat iocati", b. All work with the "tree protection .one" shall have the ngi-needs prior approval. All slopes md other areas not ire -graded shoWd be avoided so fhal n ecessarydAma e is not done to the existing turf, tree root system or mound copra. 7. The gade witWn the "tree protection ;gone" shall riot be changed unless approved by the Engineer prior to kit , said 6anges or performing the work. E Tree protective ferkce wfll be paid .For at tho conuac€ unit price per foot fbr Temporary Pence, which price shall include fumi shing, installing, maintaining, and ramovai. When improvements are re4uked within the "tree protection zone", tree try protection will be required, A. "Free 'Trunk Frotectloo. The mtractor shall provide 2 im by 8 in. by 8 ft, boards banded continuously around each trunk to prevent scaring offree* shown on the plate or designated by tbe, Rngineer. For m ld- tem trees, saplings, end shwbs to be protected within the area ofconauuction, temporary fancing maybe used for tnmk protection Tree try ptot ctlon will be paid for at the contract unit pxice per EACH for TREE PRUMC IO , wbic h price shall include f uTAsbing, installing, xnainlaf ng, and removal. 5 Tice Prruiin . Tree pruning shall consist of pruWng branches, for aesthetic and structural enhano=ent, of existing trees as shown cat the Plans or as directed by the EngLncer. 11 aUonal Aa bori.st Association's Pruning Standards for Shade Trees Class 11 w Standard Pruning sp eci fic&6ow shall be foi [owed- All bmth prig to A.mtaica n elms X)d Oak trees shO bt done between October IS aid April IS, wlxen the trees are dormant. Ash tree pnining shad be completed according to standard special ova to rerneva] requixomonts. A. Undeqnuning to pi:ovide cjeuanee over the street vAl I be altered up to 14 feet above the pavement, Ifadditional oleamuce is needed arequest in writingshall be submitted to the City Arborist. 63 SECTION 208 - TRENCH BACKFILL 1. Deloto Section 209 in its catireiy and replace it Witb tlia following. - "SECTION 208.01 Descrip mn. Tronch baokfill inizJu es the furnishing, transporting, and placing of material for the baokfi l ling of t xch fmm the top of pipe bedding to the sub grade of the pavem t. 2€}8.0 Case I µ Trena Backfill in Paved Areas. Case I apphes to cxcavation in any area w lob bas or wWch is proposed to have under this Project a Pormanmit typee cccc sidowa , ourb and pucr, bitwninow paved parking lot, or is wAhi 2 feet of a paved suf face. Trenob ba kflM S sbal I bo, perfomied inamor a cewith Artiolo 5 50.07, Wh=Wkfifin atrMcla containin ; a singlo lan itudi al pipe, Contractor ball use m,,v hnpoxi d granular mateLial conforming to DDOT fte Agate lassifxcation FA-6. Whem bacMlin a tr nola contabi n.g multiple loa itudi nal pi es (Common tmncb), Conuactor shall we new imported) granular matefial eoDforming to MOT Coane AMegate Classification -1 l from 6-inches bclow tho invert of the lowest pipe to 1 -bldaw above the crown of the W .xesf PiPO and granular material conforming to IDOT gadation FA-6 from 12-niches above 1he crov i of the hi ghost pipe to the pavement sub- a&. �anular tie lx bao� � � shall be c��� acts t� a minimum of 5% Standard Pyoctor DmMty as per ASTM-D698, Where native subsoils excavated 1`xrom treadles mat the gradation, quality, and other mquireux n.ts of Attielo 1003.04, this mat riai shall bewed to bacicfiil trenches irx lieu ofnawFA- 6 matedal. 'Zrwch back -fill shall be paid ror ja ac-,w&=e with Section 01010 of the Supplementary specifications, Use of native, soil for bacl£fill shall b� inoic enWl to the cost of the sewer or wat x main installation and no separate payment sball be Made, Trenchos shall be ba& l led wi li FA-6 gantflar mat rial, or native sabwils mooting FA-(-) regWrc ,cats, �T to the propose. 4" aggro ante base coia e of the pa emcnt s"c3ure Within tic standard trench width. The remaind u of the trenob shall bo balckfilled as soon as possible with Ul-depth ag m ate swfa►ee couysj� iBgal led as spccifk d in Section 402, hl. no case shall treiichos outside ofpi-Oacted e cavation areas remain unpaged ov rWglxt. Fa m t for ag ate surface coarse shall bo in acrordancc with Section 01010 of the Sa plc cntal Speoifi"ti ns. When spwiF1ed by the B ngiftwr and/or Ownex, in the madways of aMdal streels, the top of tl;o tmnell shall also receive a tmporary pavement c asist g of minobes of ROT IMM placed ov r the a reg�;te saxface rourse. 'Me aggregate surface cmmw ball bo r aded as owssmy to permit the surface of fbe HOT lM to be flMh with e-cisti� bead-srn f € " pavements, HOT MM shall be placed as soon as practical a r backfflling the trench and placing the aggrcgate surfwe courso. The length Of trench in allexial streets Which bas not been p v d with HOT MFX shall nQt cxceed 500 feet. Payment for HOT IMIX winpoxary pavement shall be in ac ord3nc�,vith Section 0 10 10 of the Supplemental Speclfoations- 64 The Contractot shall maintain aggregate surface course and HOTS temporary pav g Ne from, guts, potholes or other displacements and provide an ans for dust control until 8ucb t, ,e as the, permanent pavement is placers, Should settlements occur in excess of l � i�c)ze below the street grade, the Contmetor sbail Au -Ash and install additional lemparary paving m te6a) to maintain the surface at street grade. Mai tenanoe of tempox-axy pair g shall be inp,identaj to the i tial paving opoxation and no separate payment shall be made." S `ION 211 - TOPSOIL AND COMPOST 1. Add the following paragraph to Ard6c 211.04-, "'i'opwil al[ be pull dr eed. A n6ni.mum n ie ce of 34nches of topsoil shall be placed over the -Th ii width of d€srtirbed areas to be welded SECTION 252 - SODDING 1.. .Add the following paragraph to Axticle 2 2 .O 1: "All gassod areas disturbod by Contractorps operations shall be restored by sodding. To be acceptable, the sod shall bo in alive, healthy condition and be knitted tD the soil. Sod ha)) be graving in place for fogy- ve 4 calendar rays ptim to mealuremerkt. Only living sod that is acceptable will be measamd for pent,„ 2. Add the folfowj paragraph to Article 252-02: "S od for pubic parkway areas and other areas within 2 5 feet ofpublie roadways shall be, salt - tolerant. Sad for other areas shall be native sod nutebing the species, color, and texture of adjoining grass areas as approved by the BngYneer." Add tho follovAng to Article 5,03: "Sod bed preparation shall include the placement of top soil, including excava a i gradingy the areas to be sodded to a depth of at least 3-inches below aline connecting the top of the curb and the top of the sidewalk, disposing of #lie matedal removed and placing pr lveri2ed topsoit on the space so prepared, ralAed and reader for soddin ;. The topsoil shall be free fxom quack grass and weeds and shall be approved by the Engineer before placing. One rolling of the onfire, surface of the soil shall be made. Existing sidewalks, orbs and trees, witere the same are not to be iremoved, shall be protected from dankage during the place ent of topsOAL Pla ocment of topsoil shall be incidental to the cost of sodding and no separate payment sbalI be inade,,, 4. Add the following paragraph, to article 25 . : "nie conuactor is n*uraged to refrain 6om placing sod ding the %norm s of July a .d August, whto possible within the required construedon schedule. No sod may be placed between November l and March t uless appmved by the Rngi nee -. Re ►rdless of'the tine ofplacement and s4bsequent climatic condi#ions, the Coirxactor skull grater sad wf ciently 65 to maintain it in a hoM ,=dlfion until aoccptcd by tho Ownor. Sod sball be �z a moist condifion at tbe tia-ae of cutting nad sha l I be kcpt in a moist eooditian unt31 it is placed. Sod cut le" tban 24 houn before plai=ent is prefc=d. Sod cuts ore than 48 hours before placoraw shall not be usad." 5. Add the following to A tiolo 25106: "The plaoment of sodding shall consist of prcpa xg the gxound surface wd fwidslling, Uau poTb, and plaoiDg sod and £ertilizu rNui d in the sodding opv=tions. Feftilizer lxaving an analysis of 10- -4 or having a di fferent analyMs Nit still meefing lb - -2 ratio requirements, shall be applied at such a rate that each acre to bo, sodded shall receive a total of 160 pounds of the three n tzi is specified iii Bole 108 1 M - The ferlfli er untrient wiII not be paid sepamely but shall be inoidental to the cost of sod plammon ." 6Delete the first. ara rapb of itiele 252.08 and Teplaeo it witla ft followin paragap s. "Witl)jns-ight yours after sod has bier placed five gal Ious of water• per square yard shall be f. applied mid tlxe onfiro surface o£sod ro IkA, 'lv hf reafter, on (lays designated by the Fmgineer, additional water shall b applied to sodded areas at the rato of tbreo gallons per squam. yard, no number of addltiot applications sbali not exceed Wn and these appl ic2fiow will be required within a forty-five 45) cal nd r day growing Veziod after tba 5Qd has becrx placed. T1ze cost of this; watering program shall be incidental to the cost of sodding. Tlw Contractor shall perform additional wak�rbig to maintain d In a healthy madltlori. 'laze cost of add Wonal watering sh l be ineldenW to the cost o £sodding, Any sod ding that does not survive will be repined by the Contractor at bis own ex.pen e." SECTION 351 -AGGREGATE BASE COURSP 1. S=tion 3 5 1 shall apply with the followWg mod ificatio s: "The Contmaor shall fumisb and placo 4 inobes, or grater depth where indicated in flmw doeuzxxmu, or as directed by W Enginwr, of rwuslW Wniz tonc conforMWZ to Ole 10{}4M and Artaolo 351,05 (Type ) with a gradation number oFCA-6 for m as the base corar e for curb and ulle� r, and as Rhown on the Drawings. base acume sbal I be placed on tho prepared sub -grade, The aggregate base oursc ondor curb and gutter shall bo paid for at The contraot unit price per Sq. Yd. for "AWegate lase Coui=Type, £ 4 inches'°, Griudiugs from Foxtland Cement concrete or birtu vinous pavenieutx ovaI opera tions may NOT be used for ag regate base course." 66 SECTION 423 - PORT LAN D C EMENT GO CRETE € RIVE AY PAVEMENT I. Add the following paragraphs to Axticle 423.01'. Materials for concrete shall be in a cord=e witb Section 420 as applicable. Class S1 ooncrate shall be used. Forms shall be a minimum of " " or 2"W lumber or its alTroved equaL held in place by stakes or braces fth tht top edges true to line and grade. The aggegate bma course regitired for nemsary grading will not be paid separately. Three- quarter (/4') jncb this expwisionjoi xt material shall bo placed between the curb aaad the W v€idch of the proposed driveway. Contraction joints shall be provided. i arLd t o • 'o : Curing shall be in accardwice with Aardole 10 2.01. Curing compound sball be Type UL pmteet all surfaces ftom sun, ] uring hot weather, keep temperature of concrete below 90 de rmes Fahrenheit, During cold weather, keep temperature of concrete between 50 degree f? and 70 degrets F for 3 to 5 lays. Pvotoct from frost alad rapid drying for 6 days. The Contractor shad be solely responsible for protecting Ms work o va�ndalis . All vandalized concrete work shall be ire moved and replaced at the Contractor's expense." SECTION 4 - PO TLAND CEMENT CONCRETE SIDEWALK Add the following sentences to Article 4 4.01- 'The Work shall also include 4usb ents to surface elornonU such as buffalo boxes, valve covers, manhole covers, vault covers, etc. to foal Mies,,, 2. Add th6 following se tenoes to Article 424.04' "The aggregate base eoursc required fbr necessary grading will not be paid separately. . Add the following paragraphs to Article 4 4.06. " oteia�ee placement will be perr tted if air temp=tura is 40 de yrces `:0ueaheit o,V beer. Concrete pours shall be ended at "pusion or control joints. Peal slabs sbaii not be allowed, Thit strrfhee shall be dividW by con -trot joints a tending to the depth of the slab, Control joinis shalI bc� tooled first, saw -cut to propeac depth and Shall ba spaced at 5-foot or other uniform inwovaas directed by the Engineez. All edges wxd intermediate joints of jdtwafcs i hall bo shsp�dwifban edging; tool ha-viiag a It inob isdius. Surfkes of sidcwaMs shall have a licit broom finish, except haridicapp l ramps at inlmeelon, wbich allay be hrkfsbed as shown on tha Dzrawingg. Curing shall be in accordmce Avith Article 102 .01. 7 Curing; compound shall he Type W. Protect all s fa ,s ftom slam Dwing bet wcatho , keep temperature of concrete Wow 90 degrees Falu:mhcit. Dom& cold waatber, keep temporature of concreto between 50 degr s F =d 70 degrees 1+ for 3 to 5 days. Protect ftm frost and rapid drfing for 6 days. Tho Contmr,tor shall he solely z spo aible for pmtecting his work from vandalism. l vand ali7ed con crete work shall be removed and replaced at theContractor's expense,„ SECTION 440—REMOVAL OF EXISTING PAVEME T AND APPURTENANCES I . Add time following nntcno to ArQc1 4-40.01: "Cold railliwill not baallowed prior to4b co pl tiOnoftiro+insaliationofreliefsVavvm, combined sewers, storm scwe rs, or waftar wains." SECTION 442 - PAVEMENT WATCHING I. Add tlio following paragrerph to Axticle 44 .01: " Class 33 (also raped Type)3 on theDrawings) patches slmall c(Mormto Section 353-Pwland mt Conomto BW Co=e and Glass D (also izAkd TYpr� D on the Drawings) patches ft codomx to Section 35 - Mfimiinous Base C: u=,-Ai*ngpavertzcrmtis Uo i vrnow and mpl=d in accerdn" wig (be Drawinp. Tbc 1JI, W, and TV, sbaii not apply." 21 Dolete Note I of Arficle 44 .02 aid replace with the, following: '190ve 1. Tor C l= B pa meat patobes, &trly st=gih Patching Mixture as specirim ill Arfic,lp, 1020,05(g) (t) shall be utflizod." . Add tho followin g pwagraph to Aztiele 44 . 4: "Roadway restoration activities, exert instal Won of f al bi mmkous surface course, shal I b-e came oot snob that no more than 1,000 Wmal feet of p=anent roadway is reynoved at any one; tune for eaoll open -out pipe installation operation, no morc than 1,000 feet of permanent roadway is removed per active main in server or water main € istallation crow; aad, s:udi that the period that the permzne t roadway iromoved at any location dire not exceed tbir y (30) calendar days, Without the approval of the Engin=. In no case, howovcr, shall tho twd Icn th of penman=t Broadway removed excccd 2,50 Real feet regardless of t o number of open -cut sewer or mat r rna�l coast otaoa operations (active mainline CM)"s underway. b�sta � #cn of final biluminoms surfato sbal i be completed not Inter than tip i fry (30) ca cedar days afta pawh/bwe CDursc installation. Ail strects, road, alleys, and drives di;#tubed in any cormstmlaim year shall be jt ly re: oar e;cd and restomd, ixwhiding sUrface eolinf, l y 1De<,emb,cr I of that const ction year io accortlanec with A n.10 108.02 of rho Sunned cilions," W 4. Add Lhe JbIlowiog sentelic:es to Lbe first puagraph of Article 2.05: 'Me Contractor shall saw -cut existing pavemmu to full depth, along; f1e, iiro of the axim t allowiabte trench width as showing on the Drawings. All excavated r terial inclading pay.ipg bricks 6411 be propedy diVwed of off -site. No drop ha }per andlor illo# type con=te breiikeWculicn sbalI be utilized for pavement lre ovat No earth stw shall be utffimd to saw -cut pavemenV' S. Add the. following sub -paragraph to Article 442.06 Paragcap n (a) Subparagraph ( ): "On saws having a onncrone base and bit ottsoverlay, PCC comzele base patehes wits be placed tven veft tb : exist' g torwreta base. If the itlt c;ss of the existing bituq noun overlay sufface exceeds 3 inches, Leveling Bindcx (Machine Method) sbali be used to praise the patched area mfficiendy to allow the ne v 1 V2imb b dtr and ]sly inchbiturr&ious 'aye over ihe patch: cl areas to math the ekwation of adjoining exis g pavemcnt." . Add the foliowiDg to .A ioia 4 2.0 - Class D Patobing� Bitunxwous fixture t'or Patching; potho1e8 (Htyt Nift =d Cold fix). WS %Vwk shau � cmnsist of the removui of loose and broken pavemmt and the coast edon of a temPonry biium oas ontrete, patch on the existing roadway to be used to maintain tint during constmotion iLs specified at 1wations desigmted by tLw, Vmginaer. Nrween April 15 and eoewbcr i, Hot Mix shall be applied and t bituminous mi to s&all conform to Blass I serf o: binder in accordance w th Se�,rion40 . Between X)ece ber 16 and April 14, Cold Nx may be woad." SECTION 602 `CATCH T HBASIN INLET, D�1 1GE STRUCTURE TRU TUR AND Lv= 4U_TCONSTRU , 7DJusT N AN REC0TR{ION I. Delete Article 602.01 =0 replace it with the following: "602. 1 Description. TWs work, as shown on the Drawings, shall oerksist of: a) Removing and disposing of existing }moles, inlets and catch basins desi gated to be abandoned. b Replacing existing manholes, catch banns, is cts, and value vaults, (o) Adjusting or partially reconWucfing existing manholes, catch bashs, meets, or valve vault structures in order to rehabilitate the utility structure a ndlor establish the utility statures at final finished grades. o-nstrtictxng new valve vaults, incladhtgg bases, bmel sections, trauition cone sections or fiat slab tops if re uired), and require fta es and lids, e) Constmctipg new t.o bin.ed sewer and relief sewer males, Cato basins and mils, itncluding placing precast reinfori ec, concrete sections together with flat slab tops if required), transition sections, precast monolithio bases, frames anal Ws, 61 ( installing new ft esllids on <misting utility stTuotu= to meet grades shown oU the Drawings, t-o match exist g gcades, or as dirooted byEngineer," . Add the following paragraph and subpara apbs to Aili le 602,02, "In addition to IM, r nire oats of (lie Standard Specifications pmgously cit , manhole catch basin, inia and valve vaults maw ri is sl I conform to the following additional mqWrcments, which, iia ease of conflict, shall take p se=e, over tbe, Stmdard Spe6 fications: a.) Materials for Reconstructing ExistingStructures. Concrete blick or precast zeinfbr,ce ooncrete sections. b) Materials for Constructing New Stx-u etu res. Precast uc�ifca wd concrete e'e 0ns only. (c) Final Grade Adjustments for Structures. Tapered precast reinforced concrete adjustment rilags shall be wed for final grade adjusawmt of existing and new stnictuvn, AdjustlnWt rips small arc laid on a full iced of mortar. A 6nimumof ono and a maximum of two rings shall be used for final grade adjustment at each structure. The Mal height, of final adjmstment shall not a aced l 1Tinelies for any st otixre. 'Me -ase of kick for final s"cture adjustment is not pe ztted. (d) Frames, wvers aad grates shall coufom to Section 604. (e) inlets. InhAs shall be precast reinforced concrete confoiuiing to MET, TYPE A - STANDARD 16 8 3 -4 with the following exceptions: 1) ffi teal of a 1 " &ptli, the deal, shall be " uni s othemise specified ed on the dia xin s. 2) Imfead of the 3" Sand Ouslxion, a m inimwnk " deep granular material (CA- 1l) base will be regxirod. at la Basin s. Type A catdi basins sball be precast Toro foraed concrete i,-onfbilniag to CATCH BASIN TYPE , - STANDARD 1514 -9 with ft following e c do s: i ) instead of a 3411 omp, a. 4 " "Tnp will be rNvixed. 2) histead of the 3" sapid cushion, a mir6mu m 6" deep gmn ar material (CA- 11) base will be requi .'hype catch basins shal I be as shown oi) tho ra-M n.gsr wilb backfill as shown for Type carob basins. fig) 'V'alve a (S, Valve vault sections shall be precast roi nforeed ooncrete oonxfor in to AST-47 . All top scctlons for Precast Winfoxced cope to valve vaults shall be pr=st reinforoed concrete token tdo wnes or slab tops oftho sanur;� q0afilY as the barrel of th.o vault. Valve vaults shall be supplied with fntor -formed openWts W accommodate tx various size water maim such that. a minimum 12 inches of olearann,e between the tour of the vaxi It base and bottom of the main = be provided, Bases for mplacement. vaults on e isting water mains shall be separate, on Pi= pree,ast units baving a miaimum tblckn"s of 6 inxches. No stab or split bottom sbau be used. Valve vaults for nOW valves shalt be 4-foot, -foot, or 6-foot diameter. iManholes. Stonn, saxitm?, combined, and nlief sewer marffiole barrel sections shall be precast reinforced concrete eonformingto the rccioirmmts of ST C-47 . Pipe eor=etions steal l conform to ASTM C-923. No steps shall be insta [led in manholes. All top sections for precast relafoyrced concrete manholes sball be preearst reinforced wncrete eceenrtric coxes or slab tops of the same quality as the maOh<)Je barrol. Except wh e otherwise indicated on the drawings, ma toles sla have a precAst monofithio base with a factory-ixstaBed bench and otherwise be in conformance with llhneis Depaitment of T. =portation Mghway Standards MANHOLE TYPE A STANDARD 1 7-. Where indicated on The drawings, manholes supplied for 4 " and larger pipes shall be of a t T-pipe ba e-style fabricatiom The pipeline portion of'the base'T' eclion shall eonform to AST- 76 and be of the same pipe class as connected %ewer pipe. he riser section shad conform to AST w47 . (i) Gasket Materials for Joi.nts Between Precast Concrete Sections. 100 percont butyl rubberrope. type gaslcet having a square cross-section of I -inch nom ins size conforming to the physieal properties of FedergL Speci&a on SS-S 002 lO as sold ender the trade name B-Z S€ik or equal. Sinop drawings for system components shall br, submitted for approval as spark as passible, but not less tbau thirty (0) oalondar days prior to the tune when the components are intended to be installed." . Delete Article 60103 in its ent rely, 4. Delete to A iicle 602,07 and replace it with the follow; ' *60 .07 Precast Rein forced Concrete Sections. Base, bmol, cane and top sections shall be set os shown on the Mawings. "luxe 3 dints between precast concrete base sections, bagel sectio,xis, cone siecdons, and top slab sectioas in manholes, vaults, catch basins and inlats shall be scaled with two rims of 100 percent butyl gasket in rope form having a square crass- awt€onof T-inch nominal size. Adjusting xin s and frames shall be set in fall -width beets of cement mortar. For valve vault recons"etion, the precast bottom slab should be place directly on level, tieisturbed earth. Sae may be used for final leveling o f the bottom of the excavation, but t c:k ens shall be kept, to a practical winitnum, In no case, shalt the thickness of'sand used for leveling exceed 1-imL The purpose of requi tinthe base slab to be set on undisturbed earth and d i ng the use of sand for level ing i s to minimize posk=s action settlement of the replacenjext valve vault anti resulting damage to the existing water main. The Contractor shall bear the cost ofx"zring 6xiAting water maim damaged by vault settlement. .All lift holes on precast elements for ma*holes, vaults, catch basins, and inlets shall be completely fi UeA with mortar and scaled with a bitumastic mateiiA" . Add the fallowing to Article 60 ,10, 71 '(d) AJl cmisting l'ramt,s, lids, grates and Wets rerwWmed duflng cor st tzon are the proporty of Lbe City of Evanston,. TW' se fames lids W gates skull bo Moved to a suitable plane on tho job for storage and made ayMlable for removal by the, Owner. (e) A]I manhole firame castings placed shall be set in full mortar be& composed of one part masonry e xe t to tvvo Pam sand by volume, based on dry materials, with no admixtives. Castings must be set accurately to the finish eleva€fog. so that no sabsequmt adjust wt will be required. All l frames will be adjusted to final grade b means of cox)�rete adjut Ling rii F. No brickwork to produce = adjustment ment ring 11 be accepted or per itted to adji t any atructurc to gade. Whore mWioles are located in roadways, paved alloys or pawd driveways, casings shall be set to snatch Cho longitudinal slope and otoss-slope of die pavement. xistiRg rxarrrus acid lids heat not be used as tcmpo ry covers dwing c*r*st =tiom" . Doleto the s corrd pangraph of &Iicle 60 ,13 and replace it with thefollowing: "The space%otween the side~ of the cav4Q-n and the o-uto r surfaces of the st ctures shall be fillcd with - -1 3 material as shown on the l rawia p-" SECTION 603 - ADJUSTING FRAMES AND GRATES OF DRAINAGE AND UTTER RUTFtr= I . Delete A.rtiolo 60a.08 and replaco it ,4th the fol to ing; " CO3.0 Adin5fing Pings, Drah)age and utility struoture frames sh.ali be adjmsted to ado by removal ofthe frame and adjustment from ft stmeture, PrCparing the t0P ofthtc sftucWro to receive (be racyadjustin t,instalbragtheproperheaghtpm a tconcret0 Adjusfingrhigs(ll" Max.) and r'aistaffing the lxamo, all 41 accordance vwithapplicablc provisions of Sectian 602. Thc, use of oast iron adjusting rings is prohibited,,, SECTION 604 - FRAMES AND GRATES 1. Add the following to A►rtiele 04,0 : Frame and graics Nmished ind r this Contract shall be Ory Iran Castings co forjnjag to till Speoffloa#acos fur Gray Imn Ca5fings, AST 8, CI&5s 35. i ilar lids for manholes and vaults sbail bave large -inch nominal) pick holes. (,f filar lids for olosing catch bashes shall have large 2 -inch nominal) piek holes- (8) Frames aTxd gates on stractureF, slWIbe as follows: i. Exists irftu and catch basins; l e ,-,Wh bns s and inkft on Combined Sewer sstern; East Jordan Yron Works 1050, Type M1 {gate with lane 2 -inch nominal) pick holes or equal_ ii. New catob basins and type A inlets for Relief Sewer work: Bast Joxdun Iron Works 704 ,Type M 1 Grate or equal. iii, Manholes and vaulm East .iordao fron Works 1050 Frame and 1020 Bxlxa Heavy Duty Cover witb largo (2 kn(:h nominal) pick holes or equal. Valve Vault corers shall be lettered "WATER", iv. Hig4 capacity inlet East Jordan Von Works 7035 Type M6 Crate, T4 Ba0k New frames and grates maybe requested by the &gin= dwing adjustment of existing stnictures." SECTION 60 - CONCRETE GUTTER, CURB MEDIAN. AND PAVED I TC 1. Delete Avicle 606.01 and replace it with the following, " 606_01 Description. This work shall cowist of concrete curb type D, combination concxete inirb aM gutter type B6,12 and B6.12 modified, and removal/replacement of existing rnedia !' . Add the foHowing Subparagraphs to Article 606,0 : Base. A minimum of four (4") inches compacted this ess o f ag egate base course shall be placed on the sub grade prior to construction of the proposed Concrete curb and gutter, t) Forms. The use of a slip -form or curs machine is allowed, but the Conuactox i advised that v iable face height owb is required in many parts of the Project to match existing curbs, roadways a dpa&way grading. Additional pavement Pawhing, rest X40n or excavation bepnd the requirements offt proposal, as required for or x ul ng from the use of such a macbiae, will not be considered for additional payment and should be cofisidered incidental to its use. (i) CCuring. C*ing shall bo in accordance witb Article 102 ,01, Curing co Peund shall be Type M. Protect all surfaces from Mn. uli-ng hOt weather, keep temperature of cor=ete below 90 deg ms Fa*enh it, During cold weather, keep temperature of concrete between 50 degrees F and 70 degrees F for 3 to 5 days, project !roar Est acid rapid dryer for 6 days. The Contractor shall be solely respopsible for protecting his work from, vandalism. AH vaodali ed concrete worlk 7-3 sball he mmoved and replaced at the Contractor's expense." . Aid the following sentence to Articic 606,06 - Placing ConcreteF `"fie tTa sftion Emin ful I hei g t =b to depressed curb sball be Mane at a ax "a rato of for e (3 hes per fool: of lcngm." Delete the last s uten a of flie first paragraph of mole 606.07. . Add the following paragraphs to Article 606. 7: "B'xpailsion joints consisdng ofpm-moldtd bits nr nom cxpnsionr j6int ffllcr, on half inch in this ess and two STmsmd t rwh c imUcr dome l bars witb expansim rapshia I I be placed at 50-fod intervals. When Qkub aad g f#er is eonmt c#ed adjaont lc cxibk� pwm l; a I -ink ir,k prokTmvd ?,npswion join!, fonforining to dw orvss-sal fork of the curb and giftr, A be install �Lt Points of 0!1 +rawm £or she -radius rves and at tonstmctioA joinm Commotion joints uball be placed between expansio-a iviftls at distanms not to oxo ci m,cnt - vo (5) feet, Contraction joints Aall be fo a l using stocl templates ono-ci .nth �x;h in thickiness, equal to fha width of the gutter or omb, and pmetrating at least two i ohes below the surface of the outb and tt ; us�ig fte D-qua e r (/4) inch t ck preformed expansion johit fi Herplacid fully across thcrurb or gutter, or by sawing to a. depth of at Icast o () inchei alter the concrete is lour -bows, but not more than twenty-four boun., olds If sfzel templates are used, they shall be left 41 place uric the: co-a=to has set sufficiently W bold its sbapo but shalI h remowd wbile time Toms art sfilI in place. Te plarie~fomed Or sawed ,points sball be sealed in accordanre witlx Arfirle 4 0,1 . ]I co stmctaoa joints, ox.c--xpt adjacent to ftcx�ble pavement, shall be provided Mth. No. 6 epoxy coated steel do bars d&ty six 3) inches long at 4" on comer confbming W SHTO T 1 and M-5 . SECTION 703 -WORK ZONE PAVEMENT MARKING Add time following paragraph to Selo 703,03: "Following corqfttam of ipstal Woa of the bkwmitms base citrrse, bin&r course, andlor urfk(c ctrtrse along collector and arteHal streets, twipr y pavc eot [-mtcrbnc markings shall be, provided on the Larne day the lei ttmi noes base cotin;ce, bkidu owr c, and/or sarfar conaxc is aa:stalkd. Tmporary pavcmcot maxldngs 3haH be mairAimd kmtil (== t a4, ate inslallcd. per an mt maxkbp shsll be iraia]W wifti thirty (30) calmdar days of uo pktion of final paving Operation , l '=rent pavcmmt markings shall conform to T spaoifiratiom, section 1095 Pavu,=nt MaFldii8s and ccr ion 1096 Paver ukt arlcml ll END OF PE TION STATE OF ILLINOIS CITY OF EVANSTON SPECIAL PROVISIONS AND STANDARD ` AILS SECTION S 0000 Illinois Depadment of rnsprton Spedal Provisions The toilowing Spacial Provisions supplement the " t nrtard pee; i Lions for Road and Bridge #mstruotiod% Adopted Janu j, 2007 1ho latest edition of Me "Manual on Uniform Traffio Control Dovtces far Streets and Highway!!', and tfie' "Manual of Test Pr000c#ures of Matedal ' in tffect on the dale of invitation of bias, and the t�pptemarital Spe6fl Eali s and ReourOng Special Provis Ions Ind€cated on the Check Sheet included Dare in which apply to and govern the ronstruclii r3 of 1.1-O 261-00,-R IPW-R -1103 , and in rase of conflict w€lh any part, or parts, of raid Specifications, the se:d §Facial Pfovirioris shall to o prec4den e and shail govern, Pap 7ofI PinWd on 2MI20 ; 3 1 ;7 715 PM BA � 1310 (Ruv, V05) INN :C FOR SUPPLEMENTAL SPECMcA`rms AND RECURRING SPEOAL PROVISMS AdoptodJ uary1. 4t1 They !,t x copwirrs �t Nt�ng of SUPPLEMENTAL SPErC314 €CA'rX)Ns 90 lrequenUy tksed RECURRING SPECEAL PROVISIONS, ERRATA Standard Sp"catkm,4 for ftW aqd ftci98� Comlru o:n (Adopted 1-1,07) (ftvksod IA-11) 20f Cta r€ng. Tree Rornavo and Roiec n 1 03 Enkbaflkfrwnl ....... . . ..... ............................... .... .................... i........."+"'+' ......,,„,............. 2 251 mulc .... ............ .... ....... .......... ........... ..... , ., ,,, ................. , ... ,, , .......... , ........_....-. 3 253 Planting Woody K�Als...... .......... - ....... ".... ........ . . ...... . ........................................ 4 280 TempofQry E4ms€o3n cwIlrol - -.......................................... , ..,.....,,..,,_-.,,.-.-.,,,... ........,,,.,. 6 408 ktf�#,twx mphwt awbr arid surfaw course .... , ..... -.. -..... , -„ ................. . ...... .......... 420 Pogland Cemient Concreto Rsvamit l-....... ............................. . .................. ............. . . ......... 443 ....................................................................... 501 Removo; or ExLsbag Struc#ures ........................... I ....... I ...... ...,..,., ,... .......,,.,,..,,-.,, 502 4nava€ico for Strucmis ............. ............................................ . ...................................... .... 508 oncf�ele SWA ....... - -,. ...... . „ --' ....................... . .. .... ............,-..,,_ , ............. 504 Prat t 0oocrolo S#ructusas ............... ...... . ........................ ..................................................... 605 Steel SltUdares ..,_. , „................... ........................................ ...................... ................................. -..-. 5508 R$erifoTPAnmm Wm ................--....... . . -.-. ., ......., .................... ............ --- ........ 540 Box Culvoft .,,:„ .............. . .--- ... -.., - ...... ........ .....„ ...................... , ............... 581 V alwprooft Membrane Systenr .,.................... ... ...... . ....... . ....... -....... .,,..,..,,..,,.,_.,..,, 606 Comro#o Cutter. Curb, MedUin. and Paved Mch............. --............ .,,,,,.,...,...,.....,..,..............,,.,. . 630 336E`l P;atB Bzain O ra idrail .....-. .. .............. . .............................,_ . ......„.„... 33 R.15moviV ima 1; iwWirtg Guisodstli and Terw is . , ...---, --.,. , ....................L., 11.1 ...................... 637 tWoncrve 8arsier ..,-. .. .......... „ „,,,,. ,.,,,,.r,.,,..,...,........ , ..... ...... 664 Ohalrk Lii)k Fonca ...................... -- ...... ...... .,-..,....... 1- ......,,,,, .,,,.,...., , ............ , ..,.......... 6 Removal and L pasat of ft9v 1W QbMaMs ................ . . ................. . . ................... ............ . 67 Sear* AEra dmis rd Water Wells ., „ ... .... ................................................................... 701 Work Zone Traffim Coxam) z#jid f rotoc�on ....................... . . ......... ...,..... 720 &gn P,�nds Arid Appu€Eepzmws ...... ..................................... . . . . ................................................. 721 Sign Plf kel ovarlay ._ , „ 11. 11.1 111, 111.1. , .11.1. ,,..-.. ,., I ................ .... ...... , M Don)ounfablo Sign Legond Cdr =1igrs and Arrows „............................................ ............ 726 b1iie Poo bhwk(r fiv%4 bly .......1.... ...11,..1. ... ..... . ............. . 7a3Overheia4 ftn Stwduma ,..,,..,.. ..... ............ ........................ ........... ............ ...... 700 PaYO";)tS#MpirPD. , .,....,.................. . ............._..... , ...., .,,.,. ,,,, .,..,..,., ......... ...... '182 FIfis oob[: Ro.ectnrs... ...., . I...11. -11. 11.11 ..............1,.,..,.,...,.,,.,..,,.,- 783 Pavoroont Marklag land Ma4ker Ri9moval .......... ................. $01 E€E}C#dcal quiff rm�►nW ... .., . ......... .................... . „„ „ .......................... 605 E6ct6l Service €rrsho11; bun - TrWu,- €g€�d€5s .......................... . ....... ............ ........... ......... 821 Roa"ay i.uW�)Iirqis..,,. -..................... .. .........,,,,.,,..,,,......,..,.........,......,.. 8 Aota 1Yar,rt0'kmk .... .....6........ .. . .. ............................ ...... 838 Sroakawq D vtii 5......... .............. .......... .....6-,.. ...... 6,.6.,..--- , „, . ,.,., ..,..,,. , ...,..............,,..,. , -,. 843 Romovol of Ngv€jwwnal ob uc6orl Warnha Llghing Systi2m., ........................... 862 Un.McrmpWbfo Po%wr Supp[y 6-. .................6'. , .._.,,.,,..,,...,,.,.......................,...... 1-1-1-6-1 1.6.„ . 873 Ewlec#g'� C�bt . ,.,,...... ................. . .................6. , .-6...... .,,.,.._,,,.,,.....,.,L..,,............ , . ...,. 878 Tr.Mc SkjmM Uncretr 1"ou.-KW€Eorr ............... .... . .. „ 6...,, ,.,....L ...,. ,.,., 1003 Fi" Agg atee ........................ . . . ............................6'.6-6..6.... _, ,,,.,,...,...,................................ 1004 Coarse ANMifts................................... .. ,.,......., , `....... ....,....6...-.,,..,.1. .,... 1OUt storto and sr*Wm Concw€ t ......... - ................ ,......,... ......_. , ,,,, .,.,,.,.,.,,.,,..,,...... „ ............. ImaMEWS ..............................6...66.6........ , _...6 , , „.,,,,.,,,,,.,,,,-1.1. .......,.,. ,..,,..,,.,,. . _. ..,..,, I0b8 suuoturai Stool co'tinp 6........ ..............................6........ ., ,....,,,..........,............ , ...,...,,..,.,.-,. 1010 f:rte2y !J'vWad W�#i�siists _ , .,, ...,..................... .....1- ... ......, 1- ... -.,. ,.,,,,,.,,.,..,........,.. , 11 1 I 16 17 48 14 20 21 22 3 24 25 6 7 28 9 30 3 33 3'4 35 36 7 42 43 44 45 46 47 48 49 5# 2 54 5 56 57 63 60 6 9#iN NrOarrd CqmotConusfe .................... ............................ .. . „' .............................., .., .......-,,,,..,,, 60 1022 ormrolo ClA"q-WEeri�ls................................................ ............................, ............, 77 1WANomh ink OW .............................................. ... „ , ,. ,. ,.................... I ........ I .................. ,. ,,.,, .., .. 78 102 C*nrrate4 sewer ................... . .............. .......................................................... :. .. . ............... 79 1030 1•t -Mix Mphalt ....................... ..... . ..... .. „ ., ,...... , .. ..... ., ................................................... ,,-- 80 1032 811u xln rn Matrr Wi .................. ..... „ ,,..,.,..,,.............................., ,..................... ,. „ .., .......... 87 1042 Pied a t Cowete Prof* .................... .................... ...... . .....,,................I........................... 90 JCQlRef love Eck Contrd symm ...... „ ... . . ..... ..... .............................................. . , .,.,,.,. 82 1069 Poi apd -fovmr ..................... ........................................ ....................... ., , . . ..................... 1074 Cotml E+€p'rR 7t ,,,,,,,,,,,,,,,,,,,_,,,,, ,,,,,,.,,.,,,,I..... ,................................. , ., ..,,,,,,,,,.,.....,,,., .. , , 97 1078 wimp and Cablo ..................... . ............. „...... .... . ....................... „ 402 1077 Amend FowdaUco 103 1080 l"AACI MIMCA 2� . „ I „ „ „................................................ . ................... . ............................... 105 1081 mmtedt%c for Plarrll „ ...... ...... ............... ................................................................................ 106 IMElaswmo& seaN p . ..... . .......................... .............. „......... ............. ,.,, .......................... 106 IfsSign 19 , ......,„.................. ................ ............... „ .,,.,..,..,..,............................................... 109 1091 sign: E=a .,,,.,,. , . ... .................. .. ........................ . ........ .................. , ..................... 111 1092 Signs Legend and Supplemotilal Para N .. .. ...... . ... „ ............................................. ,,.,,,,,., .,, , ,,,,, „ 1,19 1093 1N4CwrhW morn SUppi*.-,„ ,............................................................. . „ .,...................................., .. SFqn lna # ekr . ,,,,,,, ,,,,,,,, -,. ,., . ,,,,.,., . „ „„ ............................................................. ,,, .- 120 122 1095 Pavemarit Marking, , ..:. ...... ............... .- .................................. ........... .,, . „ .......................... 128 1097 #2aWom............................................................ ................ , ........ ,........... ............................ I....... " 30' 1101 GBmral Eq6pMont . , .... , ..........,......................................-,......... , .,,,, ,,,, . ., ., . .............. 137 1102 HEo#• Ax AspNt t F-gtOmerA .... . ... .................................. „ , .,.......................................................... 138 4103 Parlland Cumont Concrole Egtilpmnl................................... ............................ „ „ „„, . ............ 140 1105 Paa mt� nt Merklap SqOpmril ...................... ........... ..... ... „ .. .................. ...................... ............ 141 1106 Wo* ZonR't+mfflc QuItrol Dr vlcx* ................................................. „ „ ,. _ . . 143 CHECK SPEET FOR REMARE��C, Pit FSPECtAL y{VISIM 1'h4L(f�tiril U��� �} �fV F F Tbi MovAng RECURRING ING SPECIAL PROVISIONS indWM by an "r a;e ap$l A 1, to W� coa ct and Cu&d by refer+srmce, I G PECEAL PROVISIONq Cf CK S E7 PAGE NO. I Addibaml SLOW NqL&ernenLs fm PodgyCoWW. (Elf, 4-69) Piv.1-1-1D),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „ , „-......... 145 2 Soh€el�in8 of Cn�� daTOAid Coat-aols) (E#f.1-1-88) (Nv, 5-1-93).................................-1............, .... , , 148 aEEO (Eff, Y -78) (Rev. 11 -19.80) .„, „.......................... „„ ...... „ ,„ ., ,......--,,,,,,,,,............................................... ,,,. 149 4 Wr. Eggq 4 ErnployimM Op"nity RisposaibAW Nco f+edara?-M ClOnYM s (Eff, 3-2"9) (Rov. M-94)........... ...------ 169 5 D R ,egdired pro sior - Stag ConMB, (Efl, 4-1-65) ( ov. I-1-10) ........... . . ............ ..... . . . ..................... „ ..... .,...,...,, 164 # 9SCrV£tI .. .. ............... .... ............... ....... ....,.,-,,, ,„ M .... .. ..........,.,,, ...... 170 8 f u# ROM � Cro9;s14arrs �fJ�rk Fads �EH, �- 92� (f2e+r, �-�-9$}•----„-,-. 1� 1 9 Corxs%ctim €ayatrl Stakes Ev4pt for Wps7 (Eff. 9 -99}(emu 1-1-09}..................................................................................... 172 10 Comftdnxk Laywl Slakes (Ef#, &11 V) (Rev. �-� 67�,,,,,,, ,, ,,,,, ,,,, -..,....... 1... ,.......,,......... ......,.................. , , _ , ...... . 176 11 UmWQo#oltie F rio (or R?Aoad CTMp Lg (EV,11-'i-95) (flow. 9-IV). „ ,-,--.-,-„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , , 978 12 subsvlhqof Commte f'av eMs (EM i1-1- ) (RAY. 1-1-07)......................... ................................... . . ............ ....... .. ... . ..... 180 13 Hol-WAVW Sud=e Aemom ( o1d t OrW (Eff.11-1.87) (Nv. #-1-09)......................... .............. . . . .......III, ,,,.., ........, .,. 14 Pavemra apd 5hWdv f e,5uda*g (Eff, 2-1102) (Row, 1-1-W) „ , „ ,,,,,,,,,,,,,,,,,,,,,,.,.,,,..,..,..,..,.,.................,,. „ .-,..-,.-„ 184 488 15 PCC PAdW1€depth W-Wx Asphal N hing (Eff, 1-148) (RgwL 1-1- ) —. ,, m-„ , 11.1-1-11, Ll ..1. 1111111 .. ,11 187 16 P&Whg vAth MUx Asph it Cweda7 Remm,4(Eff. 9(Rev.1-1-07 ).............. .... , „.................................. ...... m 17 Pol per coclolo (Eff, 8.1-95) (Rm ., ,,. „ .......... . ..... ........... . .........:........ . ................�,,.. ,,,,......, . M 18 C) PX MpOl nct (Eft. 0- ) (Rev. �-��37�. . . . . . .............................. . ................. ......................................................... 192 193 19 Pipe Ueda res. (E€[. 8-M7) (Rev. 1 -1-07),.„-.,.-,.,-"................................... . ................ „ -,..- .............. .........,,.,............... 20 wrdrai€ and fear W0 WmMon (Elf-12.1&93) (ROT 14-8'ly-....................1 ..,,,,,....-,-„--.- ... ,,,,,,,.......... ......,., ,,.,,,,,,,,.,,, 194 1 B[^yde Rackri (Elf. 4-1-94) (R&.14-07).................. . ........ ....................................................... .... „ .,, ..... , ,..,-.,,,,, , log 200 22 Terrwrary MWtdar Glare Scroi3n Sy- Wm (Eff. 1 -140) (Ro. I-I-W)................ . ............... . „ , ............... .... , ,. , , 2S Tompowy Po !a Budge Traft SlVAt (Elf. 8-M) (Mlv.1-1-07) .............. .................. ... . . . . ..................„,..11, , ....,..,,,... 202 24 ......„,,,„„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „ ,,,,,, , ... , .... ................ P 2 04 25 D NiSM Tim Inspoc6nn of Road*W i-Cg,'Wr3g (M5446).....,,,„„,,,,,,,,,,,,,,,,,,,,,,,,,,...................................... , , , ........... ......... , ., 2 26 En lsh tJ�Wu lofts€ * 8o€€s (Co. 7-1-95)... ............................ . .....................:......,.,-............. , .. „ ........ -,....,...,.,....., 2 27 [sh SaWw) of Me* RoiMoxe;mM Nts (Eff, 4.1 ) Obz1-1-03), ,,,,,, , 1, ,,,,,.,.—........,., , , , 207 28 C&hjm Chforida kmkr4or for RXIMM Cemlll CorgCeeW (Ef€.1-1-01),,,,,,,,,,,, , ,,,,,,,,,, M..............,.,.., .. , ,.,,,..-...... ........... 2 29 # ommed ,,,,,,, ., . ............... ..... � ,. , , , .. , ,... ,.........,,..,, , .-....... 2 00 od Comrale N x# m at thet P€ t (Eft, 8.1.OD) (RW,1.141) . .................................................. . . .... . ................... 210 31 {.1*9,, Ctrn2WQtral�y Ass,imre of Ueia w Mwms (0. 44-92) (i v, 1-1-1.... . .............. . ...............„...... 218 32 D Au stos Snaring Pad Removal (0. ...... .,M...... I ......... ... . ......... 230 33 0 Aube" WA -Mix Asphal&, &da r Rrmovat (F-tE, 6.1 ) (Rev,1-1-00)........................................................ . „ , , ................... 2 l CHECK SHEET FOR CURRM LOCAL ROAM AND STRUTS PEOM PROVIVONS AdoVO �a uary 1. 2013 !e FQ1'a ng RECURMNG LOCAL ROADS AND STREEM SPECIAL FROVISIO S adica€ed by art W era �pptk,0o to Us =fry aild are ceded by feme m: 1RCURRI LA� ROADS AND STREM x?SS; A� PROVISION CHECK SHEET # LRSI Rmrvcd .......... .......................... ... .... .................. ....... M 234 LRS 2 0 F=MW Excav*m (1;if.1-1- ) (Rev. 9-1 07)................................ . . . . ..... „ ...................... , „ ......, r ,,...................... LRS 3 IN Md brra Tra O)Mro1( f,1-1-99) (i v, 1.1-10) ......... „ . ........... . ............................... ......................„..........1.,, . M 1 S 4 gNprs o orkZor�es ( .1-1-99) (Rev,1-1-07)................... . ... . .. ....... ,......................................................... M LRS fio odi 3ajms ( .1-1-02) (Rev. 14-07)..... ... .......... .. ............., , , , ,,, ,,........1 ........................... 237 M 8 0 Ndd:ng R gWremnb� and Copd&rks for Corxlrad Ptop,a6ais (Ef#.1-1-02)................... „ . „ , „ . ,,............,,,,.............., 236 LRS 7 WZrg fxgtftemm* dftSo-r MOM Prop m (E IL 9-1-02) (Rev. .. ...................................... „ 244 MsR*Rm ,,,,,,,,,,,,,,,,,,,,,,,, , „ , ..,, ........................................ , ......................................... , 260 LFS 5 0 BtWm4mus SsrF = TmAVnM (Sif. 1.1-99} ( v_ 1-9-11)................................................ ... ... . . „ .....,,,,,.,,..,,,,,,,.,,,,, , ...... 261 LRS10 Rererved .............................................................................................................................. ....... , , , ,. , ......... ............... ........ 252 LRSII Empl3oymuntPndk=(Elf. 1-1-SO)....................... ........ ........................... .................... r, ............,,,„„ ....... 253 JAS 12 Wager, of Errrooym oa PiMo WolEcs (Eff,1-1-99) (ftay. 1-1-10) ...... ..........w ...................... .. .............................. .. „ ....., 255 #S I ;�bdm of LMor (M 1 -1 -99) ,,,,,,,,,,,,,,,,,,,,,,,,,,,, .................. , ............ ,........ ,..................................................... 265 LR914 x Paving 80 Wevmft(B. 1•1.04) 2v,1-1 9}, .... „ ........................... . . .... ........ 257 LFS 15 fix] F at Pay r�fa (Efl.14-0 . ................... ................ „ ...... , .............. ........ „ „ ... ,............................... ........ )............. 1-1.07) 260 261 2S 16 Pr4jcsirs on f, l bAftF, (€ff, .......... . .... ...................... , „ ....... , ..... ..............,„.................., ,......... ,...... €R I7 Subs# ceA6�s PmwbwP ram ff, I-I.0)(Rev. 14,08)...........,„......,, „ .............. ..................... „ . , , , ..... 282 BOE* SPEC#A€. P OVtS ONS For the January 21 and Marcb 11, 2011 Lettings The following s e ial provisions inditated by an "x" are app4cable toa contract and Will be inc:Uded by the Project Development and fmp ememtaton Sedon of the ENDM, An • lrtrfkcatas a new or` revii5ed steal provis4on for the letE o. File wame , , necia# P visionT6t 80240 1 Above Grade Inlet Rtlocflon July 1, 2009, 80099 2 Aecea ss is Pede stdan Signals (APS) Apt 1, 2003 Jerk- 1, 200 8OZ43 3 Amedcarl Recovery and Reinvestment Act Provisions Aprl 1, 200 80236 4 Ameften Rewviry and Reinvestment Act Signing AO 1, 2000 April 15, 2009 186 5 V Mail-Sifica React#on for Cast-h-Place coritxeta - Aug, 1.2007 Jan, 1, 009 80213 6 Alkali -Silica E eac ion for precast and Precast Prentress,ed Goncrele Jain. 1, 2009 80207 7 Approval of Proposed Borrow Areas, Use Areas, and/or Waste Areas Nov. 1, 2008 Nov. 1, 2010 (NOT' TWi special provision ww� prgvincsly named °AppmvW of Propossd Sorrow *s, We Areas, and/or ~ia Ar,5 as fnsFde Illinois Solt sordere) $0192 8 Automated Ftamr Assistance DtMce ,wan, 1. 2006 60173. 9 bltumhous Materials Cost Adjustments Nov. 2, 2006 Aril 1, 2008 80241 10 �. Bridge be olibon DebAs July I 009 50261 11 Buildhg lie motral-Case E (Norw-E=riable and Friable Asbastos) Sept. 1:IWD Apnl 1. 2010 5048t 12 Building Removal -Case it {Non -Friable Asbestos) Sept 1,1990 Ap611, 2010 5049t 13 Building Rer val' s EiE (Friable Asbestos) Sept. 1, 1990 April 1, 2010 50531 14 Building Re=val-Case IV (NoAsbaMos) Sept.1,1090 April 1, 2010 . 80166 15cement _ ............ hn. 1, 2007 ApM 1, 2009 80260 16 CeMflcakn of MeW Fa rlcator July 1, 2010 80198 17 w. Compteti lute (via Calendar dSys) April 1, 2008 80199 18 OomphAm Data (via calendar days) Pins WorkIM bays Apdl 1, 2008 $0094 151 Coyicrete Admixtures Jan, 1, 2003 Agri; 1, 2009 80215 20 Concrete Joint sealer Jan- 1, 2009 84226 21 ertaret' Mix De: ]ans hot 1, 2009 80261 22 Unst ction Air Quality - DlesaE Retrofit ,rune 1. 2010 80237 23 Constmdion Air 00alfiy - Diesel Vehicto r=Misoions Control April 1, 009 July 1, 2009 80239 24 _ Gonstrudion Air Quality - tdE M RoMrictions Apra 1, 00'a 80227 2 �� Oeterminn#ion of -ftkwss A i 1, 200q 80177 26 Digital Teaaln Modeling for Earthwork Calculations April 1, 2007 8OD29 27 Disadvantaged SWrroess Eviler Ise aTtic I PP40n. Se 1, 1, 2000 Jan, 1, 2010 80489 30 ,f Nil Equipment Rental Rates Aug, 2, 007 Jaii. 2, 2008 80228 31 _ Rag er at Silo Roads and Entrances Apr it 1, 2002 80249 32 Frames and gates Jan, 1, 2010 80229 34 Feet CwtAdjustr nt A$7€111, 2009 4Y 1, 2009 80169 35. � High Tension sbl� Median Barrier Jan. 1, 2007 Agrit 1, 2009 80194 36 HMA - Matiling on Pardally Co mploted Full -Depth Pavement Jam 1, 2008 80245 37 Hot -Mix Asphalt--Ant�dppinq Additives Nov, 1, 2009 80246 38 ,f Hot -Mix Asphilt- Deny ity ` OO of LongAudirtal JOnts Jan. 1, 2010 80M 39 H nt-Mix Mphaft - Drop-OKs Jam 1. 2010 80259 40 Heat MIx Asphalt -fine Aggregate Ap:li 1. 2DIO .80109 41 Impact A4ttenuators Nov. 1, 2003 Noy, 1, 2008 80110 42 Impact A#enuatom. Temporary Nov, 1. 2003 Jaa.1, 2007 80262 43 Improved acre Job. 1, 2010 45 112009 $0045 47 lUleterfal TP sfer Devirle ,tuna 15. 1n9 Jan, 1.200 60203 46 Metal Hardware Cast irito Conomle April 1. =8 Ap611, 200 W165 40 mol tore clured Ure ar e, Parat y'stem Nov. 1, 2 6, Jan. 1, 2010 80238 50 oath Em o ment Re art ftfil.1, I., 2490 s $0180 53 roll mt DscbaTge EllmirkOon System f Erosion and April 1, 20 0 NI 1, 2009 Sediment -trot Qelt6ero y Ded on 80 0B 54 Nightfilme ilVork Zone Lighting 2008 802.31 55 - ,� Pavement Marking Removal ApTij 1, 2009 80254 56 Pavement Patchng ,fan. 1, 2010 $0022 57 Pamenls to ubront it June 1, 2000 Jort ,1, 2006 80232 58 � pipe Cavorts.-- - --- April 1,:ZOD - Ap6l 1, 2010 62221107 0 10 60 H IPot0ar,I IreEnt Odnf rete lntay 0r v00ay 802 i 7 61 past -Ci€Or )C€i Vt! AIUM)nurn fgmr . Nov.1, 7008 Jan, 1. 2009 80171 �--- Prall Hard1hq Pol Jan. 1, 2007 80216 64 P�-evenllve M4intemTlw - Bltjum'mous &Ir E30e IY?BIM1W an. 1. D fisPr#€ #. {�6 U0219 65 Pf eo�ngva Maintenahr'le-R Cape Seal Jars, 1, 200g April 14 2009 $0220 66 Prov Eve Me'mleno=e -R Millfadng ,fan. I, 2 E 80221 67 preveniti a mtenanci�) - Starry Beal .parr.14 2040 80015 n Pub€io onvermteno aW satety JanA 2000 $4261 69 Railfoad PmeWve Uab€€€ty lnwmm-* On. 1, 1985 ,#an. 1, 200 60157 70 ROroad Pro#ecitvo Liability lmiurar e (6 and 10) Jars, 1, 2006 80247 71 Raised Reel ve FavemerA Marker's Nov. 1. 2009 April 1. 2010 �i7�LL 8022a4 73 Reswring l�rtc p Appr ch Pavements Uf iN High-Denslay Foam Jan, 1. 2009 �0131. 7'�4 a In Jujy 1, 2004 July 1, 2010 80264 �� '75 w Selec#ian of Labor .duly 2, 2010 80152 76 Self ConsNldati or ob for Cast-fn-Pleoe Comftll Nov_ 1. 2005 July 1, 2010 80132 77 a onsoiidaling Conmlte for Precast Pfoduc#* July 12004 July 1, 2010 60127 78 Step! Cast Ac�tistment Agri€ 2, 2004 April 1, 2009 $0255 70 Steno MWb; Asphalt Jan, 1, 2010 80234 80 v Storm Sewers April 1. 2OD9 Ap l 1, 2010 80143 t31 Slubwnlrector Mobtlaration Payments April 2, 2005 $0075 82 Stjrface Testing of Pavemen#S April rt, 2002 .fan, 1. 2007 80225 64 lea€sed Pave eM Marker 86 1 1 Trafflo Barrier Term€rat. TypC, 0338 86 JATra€rung Special Provis€arcs80258 89Tmck MovnNWTrailer Mountad Attenu ors 80071 90WoddN Days ,yen, 1, 2009 Jan, 1. 2010 Oct. 15, 1975 Jan, 1, 2010 Jan, 1, 2002 The fo](CAMrQ speeW Provisions t66 in the 2011 SuPplemental Pecift . UWS, and RO=tlng S^Pe'dal PtOvW0r�t6: �� F1 8WH91_Eafi$Ek $0214 Concrete Gutter, -Type A 1 f 8 Vowel Gars 80201 Floc-Wx Asphatt — Pfan! 'rest FrequeT14 80251 Hot -Mix Asphag — QO/QA Acoeptarlce Criteria 8020 Hot -Mix Asphalt--TvansWatlon 801 6 Mast A€M AsseM Y and P01a 80182 Nofi ationofRed=,dVMdkh 80069 Oc9anto iim.-Rich Paint Systern $0216 parftl Exit Rtamp Closure for Freeway[ xprresswa 80209 personal Protective Equipment 80119 Polyuvea Pavement Nladdng $01 f0 Portland ern(�N Concrete Plant$ $0211 Rnsmatie Cwb Ref tvkfw $0223 Ramp ObWre W Freewayl NW-essway 80183 Retlec6va Srhoothg ort C hannellzir�t Devicos #EOM Reinforcement Som — Storage and ftted!Ort 80176 TherrrlWfa t3o Pavement Marking i7lf. OCR!#iC1 k l i $ASe Argdo 606.07 .Carl_ 1, 2009 ATUde 100611 Apol 1. 20€ 7 Jan. 1. 2008 Ar#rote 1030kS Apnt 1, 2008 Jars. 1, 2010 Artice 1030.05 Jars. 1, 2DI Article 1034.08 Apol 1, 2008 Article 1077.G3 jan.1, 2008 Jan, 1, 2009 Article 70ISS April 1, 2007 Ar#lcle 10$.05 Nnv. 1. 2001 ,park. 1, 2010 etion 701 janr 1, 2009 Art le 701.12 Nov, 1, 200a 780,1Et5Sand April 1, 2004 Jack. 1, 2009 toedons f�VQJ Article 1020AI Jan. 1, 2007 Ar des 782.03 and 1097,04 Nov, 1, 2008 ctioa 701 , WIL 1. 2009 AdULt,,1106.02 Ap:tt 'E. 2007 Nov. 1. 2008 ActPci� 60a,03 Aug, 1, 2006 ApO 1, 2009 Article 109&01 Jan, 1, 20T/ The follovimg special provlslon reqtjire addioonaj Informalion from the designer. The addlional irAmat€on ne4x ds to be included in a sepa to docivnent attached to this cheek sheet_ 'rhe Project arW irrrpEenent,4#icn sectiort will thou indude the information in the applicable special PFavJsloM ThO SpeC'al Prov'ZrOM are: d90 MrnOM011 €?ebrim o I3u;I Ing Rwnov"am IV Mateeia? Tri wiNr Devk-e Bti.Id M 91DMOvfi- AS6 I CoriipWffon € ate Wrote f i IWy Inaurance at ildipg Rl#movril-sass 11 onvL- <p#T €fiats pivr[ VVOYWII g Days Swj'%�l provis ns 0 BtAlding III DBE PatUdPatiGn rh Ons TEMPERATURE CONTROL FOR CONCRETE PLACEMENT (DISTRICT ONE) Ef wive: May 1, 2007 Delete the second and t ird sentencxas of the second paragraph of Arftle 1020.14(a) of the Standard Specificaflons. uE OF RAP (D1 T 1) Effective: January 1, 2007 Revised; ,July 1. 2009 In Article 1430.0 () of the Standard Specifications, delete the last sentence of the first paragraph in (Note ), i ev€se Secton I Oal of the Standard Spedfications to read - "SECTION 1031. RECLAIMED ASPHALT PAVEMENT 1031.01 Description. Reclaimed asphalt pavement (RAP) results From the cold milling or crushing of are' exisling hot -mix asphalt (FINIA) pavement, The Conb=tor shall supply written '.do umontation that Me RAP originated from roes or airfields under federal, state, or local agency j risdicU6h- 'rhe Conlr cf& can also regurest that a processed pile b6 tested by the Depd tment to det�)rmine the aggregate quality as' de dbed in Art€cle 1031.04, herein. 3'€'02 Stockp- les. The. b6ntiactor -shall consifubt individual, seated- RAI 6c pit s meeting. one (it the4oliowing -deRn!t€ons. No additiohal RAP shall be added to the pile after the pile has been sealed. Stockpiles shall b6 suffi erid s r t6d to prevent intemmlngIigg t the base. tockpite • shall be identified ley -signs indloating the type and size as I€steel Belau► (i.e. "Homogenous Space"). Prior to milithg or,rernov l of -an HMA pavement, the Contractor may request the District to :- .provide verification. of the a emting mix composition to cfarffy appropriate stockpile. . (a) , omogeneous. Hornoge6aous RAP stockpiles shall consist of RAP from Class I, uperpave (High ESAQ, HMA (Hig : SAL), or eq ivatent mWes and r6 r6 enl; 1) the same aggr6gsiie q lit , butshall; be at lust 0 quality; ) the same bA)p of Wished .:1a fis itheru crushed,. A atural aggregate, CEW slag, or steel .slag); ) sirrillar - gr i t n; and 4) s€rhilar asphalt binder content. -if approved by tine Engiri r, combined =, single pass surfacelb'ina 'r mil€ins may be considered 'horhogenoue" lth i qUalit . rating -dictated by. the 16* t coarse aggregate quality present in the mlAue . (t>) onglom. erate. 1 ohg!a 'rate. l8 I P stockpiles shall consist of RAP frbm Class 1, upferpave,; (H gh E AL) HMA (Fligh E AL); 'or equiv tent r Wtirc t - _"tie coarse abgregate id this RAP shy€l -be crushed aggregate and may represent mcfe lhan one aggregate hype andkr'ga litj but sell be at- list C quality. This RAP May I biye a lnconsiste t - vadation a6d/ r aspha$t binder content pdor to �pra essing. All ngto erate VS,I AP shalt lie processed piiar to testing by crush Ing to wWa all RAP shall pass the 518 i . (1 ) or smaller screen. (o) Conglomerate 318. Conglomerate 318 RAP sfockpltes shall consist of RAP from Class 1, -Superpave (High ESAL.), HMA (High E AL), or equivalent mixtures. The coarse aggregate in this RAP shall be crushed aggregate and may represent more than one aggregate type and/or quality but shall be at East 8 quality. This RAP may have an inconslsterii: gradation and/or - asphalt hinder content prior to processing. All c ngtomerate 318 RAP stall Ve prooes ed prior to testing by cmshing to where all PAP shall Gass the 3115 in (.6 rnm) or s ailer screen. (d) Cohglomerate Variable Size: - Conglomerate variable sF AP shall consist of RAP from Class I, - Sup rpave (11€gh ESA .), H MA (High SAL), or equivalent m'ixtur s. The coarse ag regate In this RAP shall- be us ed aggregate and may T-epresent more than one aggregate type andfor quality but shall be at lust B quality. INs ,RAP may have ah inconsistent grada6n a dlor, asphalt binder oontbnt grlor to processing. All conglomerate variable size RAP shall be processed prior to testing by crushing and screening to where .all RAP is separated into vadous sizes. Ali the conglomerate variable size RAP shall pass the 3141n- (19 mm) screen and shah he a rf€nirnu of two sizes: fie} C6nglornerate "U' Qualit 0%, Conglomerate DQ RAP stockpites sylall consist of RAP mornGlass i, 5uperpave, High or -Low E AL), HMA (Higli or L Esal), or equivalent r6i tjres. 'The -coarse agqroote In this RAP may " crushed or round but shMI be at least'D quality. TWIs RAP may have an in consistent grada#ion and/or asphalt binder ntent. Non'-Qual4y, RAP stmkiaflLas that do not meet the requirements of the stackpile tegorics 1.1ted above shall be cla slfled as uNch-Qualit '. RAP containing cont2 minan1s;- such. as eorLh. Wick, sand, concrete, sheet asphalt,,,' =bitan€l o s' e a e ireatrx�ont (:e. ChIp seal), pavement-fabrlo, joint sealants, etc will be unacceptable unless the contamInants are removed to the satisfacUan of fie Engineer. Sheet- aspbalt shall be sWrftlled separately, , , ., 11 z, 1031.03 Tee n9_ When used in HMA, the RAP shall bo sampled and tested either during: rr aftertvicpilir�g. } For testing during stockpiling, wazhW ex(rac#ton sampl s;.shatl he mn at the minimum f equem6f one sample per 0 tans (450- metdc tons) fpr the -first 2000 torks (1800 metric tons) 6hd "ohe sa rnple per 2000 tons (1800 metric tors) thereafter. A miner um'of five tests sh ii be reo i � f6r stockpiles less thah'4000 twis ( O'metric toiis). For testing -a r stockpiling, 11,i entraotor shall submit a plan for ap roval to the District proposing:. - $�V factory method of saMpM.g -and # sting the RAP file eltheT inw l [U or bY- , resto tt illr0 ; The sampling plan shall meet the Wini um frequency required move and detail the pracedute used to obtain �opresentotive samples throughout the pile fei' tesfi ng Bee re extrao# on, esch field sample shall be split to obtain two samples of test sample UlZer One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor sliall exUz[a the other test s pEe acmrding to Department procedure. The . M Engineer reserves the tight fo test any sample (split or Department -taken) to verify Contraclor test results. (a) Testing Conglornerate 318 aod ConglomerateVeriable Size. In addition to the requirements 'abova, core loinorate 318 and variable size I� shall be tested for m6ximum lh orefical pecltio-gravy { at dfrequenc of one'sample* per 500 tons (4 0' metri tors) -for the first 2000 tons (I80 : etch tors) and one sampte per 2000. tong (1800 rr`retdo tons) thereafter, A inlrnum of five teas shall be required for stockpiles less than 4000 tans (3600 metric tons). (b) Evaluation -of Test Res All of the extraclfon results shall he compiled and averaged - for asphalt binder content and gradation and, when applicable „.. individual extraction test results, when oarnpared to the average , will be accepted if Athin the: tolerances iist6d belovw. Paramater~ I-lomoge eousf o: r loner# Conglomerate "D" QUality % 14 in, (1 n' m) 112 ir. ,(1 . m ) ± % 15 % F o. 4 (4.7runt"€) B % :1 '13 % o. 8 (2.36 MM) ± % No. 1 (1. IS m ± 1 Flo No, 3y�(y��-yB-0 pm) _ , % . Igo: + rn Ltr} 4 .R 2.0 ffQ 4,0 % Asphalt Binder t 0.4 % �t 0.5 % k � MM, U1+s v n6 tolerance for conglomerate 318 shall h 4 0. / Applies only to congiornarr to 31 . When varla'ilan of tine ,,, exceeds the ± 0.0 % , tolerance, a now,congtom rate 3M st&#HL' small be created which will also`regUire an add60nat mix design. 31 Applies on.1y to conglomerate variable size. When variation of the Omm exceeds the 0.03 toteranr , a new conglomerate vartabia size stockpilo shalt be created which urrll also require art add!tiorat mix design, If more 1hari 2G Oe'rcent of the individual sievos are out of the gradation tolerances, or H adore than 20 portent of the asphalt brider content test reg lls fall outside the appropOate tolerances, the RAP shall not be used in LIMA unless tha RAP representing ft falling tests is removed from the stockpile, All test data and acceptance ranges shall be sent to the District for evaluation. With #tie -approval of ilia Engineer, they igniffon oven may be sul>sfituted for extractions according to Vie Illincl Test Procedure, "Calibration of the 19nit€on Oven for the Purpose of Characterizing Reclaimed Asphalt Paveimnt (RAP)". 1031.04 Quality Designation of Aggregate in RAP. Thu tt all€y of ft RAF shall be seat by the -10" t duality of warse aggregate In the RAP s#6ckpIle and are dose naled as follows. (a) RAP from lass I, Suoerpave (High 'E AL), or Hi (High ESAL) suffam mixtures are dsigoated as oontaining Class 8 quality terse aggregate, (b) RAP barn Superpave (LoW ESAL)/H A (Low ESAL) li.;-1 UL binder and I L-9.15 L surface mbd res are deslgriated as Class -D guatlty.coarse egg rgake. (c) RAP f mm ss I, Superpave. (High ESAL), or HMA (High ESAL) binder mixtures, bite lhoUs base WUM9 rrwixturas, and bhumiWus base course widening mixtures are designat des containing Class 0 quality ioars6 a r'eg'ate, (d)RAP (mm bltumlnou's--'�Iabifized subbase rid BAM shoulders are designated as containing class D quality coarse aggreg # . Aggregate Quai4 Testing of RAP: Tile prooessW pft shall have .a mMrnljm tonnage of 5,000 tons (4500 meWo toms): The pilashall be, shed and-siz;r ened with -AGO- percent of the material passing ft 314 its, ('I rn) sievar:^,s The pile shall be tested tbr,AC bontent and gmOqUon and shall conform to all ` require erits of Ar cie 1031.63 Vesting, hereirf. Dace the uniformity of the gradation and A n of has been established, the, ontrac-too shall'. obtain a representative sample - vdth district o ersig t of ft sampling,.'.' 9Th1s saniple shall bo- nQ less €hah 50 lbs (26 k) and this sample s4 ll,,be delivered to a Consultant Lab, prequAifilad by the' Dep r ent'for o teactI0-tos#irf , aebbrdMg #o-lllihols WOW- _A kSHTO T 164..,,After the AC has 6ieta extraoted, the Consuliapt Lba shalf submit the test results along with the � c vexed a gr g6t to the f?i trio# Office, The cost for,1his testing shall be.ph1d directly by, the-Contraotor. M M trict will fonmard a` sa pie 6 We. BMP Aqq regate Lab :fdr Mofi iDeval Tesfng, ing to, I..Mno€s Modified AA HTO T - .. 3 7" Ati maxi um loss of 15.0 percent YA1 be appfied for ail H A applicaticns. '101.05 Uo of OP In HMA. Thy use of FZAP in 14MA AM be as f01ows. a .Coarse Aggregate Sie.. The coarse aggregate in all RAP shall be equal to'or less than the nominal maxirn6M size r1equirame6t for tfie HMA r I t m to be produ . (b) Use in HIMA Surface Mbdures (Nigh and Low ESAL): RAP stockpiles for use in HMA surface mixtums (high and Low ESAL) shall be either horrrogenews or-conglom&rate 318 or variable size in whi b the terse aggregate is Class B quality or better. (c) -Use in HMA Binder Mixtures (High and Low AL), IrIMA Base Course, and' HMA Base Nurse Widenln . RAP toc piles for ds in HMA binder mixtures (High bind Low. AL), HMA base course, and HMA ba S course widening shall be homogeneous, conglornerate 518., or c:onglomerate 318, conglomerate variable size, In which the coarse aggregate is Class G quality or bett r._ , (d). Use. in Shoulder.and Subbase. RAP sfor use In HMA shoulders end stabilized. subbase (HMA) -, shall. , be - hornogenOMM ' Wngl=erate 518i Go�glomerate 18, -conglomrate variable size, or eonglo er�lte DO.' (e) The use cf PAP shall be a contractoes dp#6n when constructing HMA th all contracts. When the Contractor chooses the RAP optloh, the percentage of RAP shall not exceed the amounts indicated in the tat e'for a given N Design. Maximu Mlt xtura RAP P L qe HMA Mixtures Maximum %- Pa Iddesi n Blh&r/t! V61J.n Binder Surface Poi rr�er Mo ied -- 30 30 10 0 2 MO." 1 5J25 10 0 1oil 5 10115 10 � f j1 For HMA Shoulder and. tablfted. guBAse Ji A) -30, Rie gmount at FLAP shall not exceed 50% of the` Wure. ,1 a ue`ol Maxi 1� 8 Pap or onglofrr6rate va4abte size RAP i 6tilized. ,-When P exceedis,2GI°64th0•A shall-b '�d -2 , However, w ere. AP exceeds 04/6 ` ad6�th H MA plv r nt tWAC shall be PG68 4/ Poiymsdzed LevefIrt 1hd6r, IL-4.75 is 1 -0& J()31:0JjAffA Mix Nisfgfts. At the Gonftctorg option, HMA r€iMures mY hd constructed ut€Ir ling RAP mater6t- a eti .t the above detailed "requirements. FLAP. designs Shalt rba submift d for volvmetrt v'ertfidaUon. If additional RAP stockpiles We tested aired found thaI no'more-,-tfigin 20 percent 6f-t,ho results, as d #in6d'under P'TssQn ° herein, gre outs' a of IN con r6l talk a_ nres sat for the or€ lfiW FLAP stoc Mlle and H MA mix design, and. he meets all of the requir mart - 'e" Tn, the addltloh # SAP stockpiles may be 'i' s6d in the original Unix design at the percent previously verified. 1031.07 HMA IPrci€ idiot- The coarse aggregate in all RAP used shall be equal to or less than the nominal maximum size requ rerr nt for the HMA mixture being produced. -To remove or redu ce gg!om rated- matedai, a scalping screen, crushim unit, or comparable sizing device appfoved by tie Engineer shall be used In tip RAP feed system to remove or reduce ov rsited material. if material passing the sixiing device adversely affects tile mix'production or quality of the Mix, the sizing device shall be set at a size Spealed by the Engineer. t 'the RAP controt tol r nc s,or !€ A test res li require come ttve action, €lie CWractor shad cease. prod ucfton of t e' lxture c6ntaining RAP and either. switob to the virgin aggregate d sign of subffft a new AP design«. Who rn pfoducing mixtor s'cofitaining C06glomerate i8 or ong lomemte variable size i AP, e posiiive dust control system sW be sxtked, H A plants ut€iir.�ng KAP ,spat€ be cap big of autornaticalty recordin and printing the. . following €nfonma#ion. (a) Grier Drury Plants (1) Date, -month, year, aid Une to the nearbst rr 4Wo for eachprint, () FI A Mix number assigned by the Depatimelit ,() Accurnulak weight of dry aggregate (combined or individual) In tons (Mel vie tors) Amumu ed weigh of dry aggregate. (combined or individual) in tons (metric tons to the nearest 0,1 ton (0,1 metric ton) (4} A�rn Eated dry €ght.of RAP in tons (met do tons) to a nearest 0,I ton- (0,1 metric ton) { Accumulated - rr�qeral: filler i n r yoiutions, tons ( eifid tors), etc, to the near st,G.I unit. i () Accumulated asphalt binder fn gallons (liters), tors (metric toils), etc. ld'thd 6darest 0.1 unit, eslduai asphalt bin&r in the P material (per siz ) as a' pe€cent of tip total mi.x to the nearest 0.1' unit. (8) Aggregate and 'R P moisture compensators in permit as set.on the ontfol paflei ( equ€red when z=umutated or individual aggregat'e and RAP are pfinted in vet condition). (b) Batch Plants (1) Cate, month, year, and time to the nearest rTfinute for each print. () H A mix number azstgned by the DepaTtment. (3) 1ndividual virgin aggregate trot biro botch weights to the fteargat pound (ki4ra ) (4) M Ineral fiber weigh to the nearest pound (kil gram), (5) Individual RAP Aggregate weight to the nearest pound (iciiogram). (6) Virgin'asphalt binder weight to the n6arest pound (kilogram). () residual asphall bipder of each RAP, size material as- a �c nt of thei total. Mix to the nearest 0.1 p6rcent. .The Ontout& shal€ t maintained in a file at the plant for a minimurn bf one year or, a directed by ffwi Enginser-and shalt be mde- va ilasb€e updn raques#. The printing system will be €ns� ct d by the Eingineer prior to production and varxl`'[bd at the beginning of each oonstmoribn s6a on thereaftk 10 1.0 ' RAP' In Aggregate Suffice Lour d a d gregata Shoulders. The use of RAP in a gre ato ur#'ac cour'• and aggregate shoulder shall -be as follows. (ar) .Stockpiles - nd Tosting. -RAP s€oc pies- m6 'be any of those listed in Article 1031.0 , except "Other. - The titsfing raquir mehts'of Art€cie 101. shall riot apply. (b) Gradation: Onia hundred percent of the RAP material shall piss the 1 112 in. (3-/.5 m ) s€eve - The RAP M'ate0at shall .be r�sonably well graded from coarse -to foe. RAP matedal-that, Is ga"rad d or single sized M11 not be o pted." . 4 ' _L L ' ARSE AGGREGATE 1` R HOT -MIX ASPHAt_T (H A} (D-1) Revise Article 1004.03 of the tandard peeiflcet;on to read: 1064.€ 3 . Coarse #�g�eegaf : for llat�-11k Mplla[t ( M A)_ The aggregate shall be according to Aril €e IO 4.di and the folloWng. a) De cripUon. The coame. Aggregate for Wkzhal€ 6e ai=rding tQ the following teible, , Use T mixture Aggregates Mowed Class ASea] or Gover Gravel � Crushed Gravel rushed Slone Crushed Sandstone' Crushed Slag ( BF) rus6d Steel SIag Crushed Concrete i €A Gravel AII: ther Stabilized Crtished Gravel Subbase or Crushed Slane, Shoulders Grush6d Sandstone coshed Slag Crushed Coftrete The coarse aggregate fay Stabilizedsubbase, if approved . y the Engineer, may b prod c d by blending ;•}:, , a4regatas a=rd ing toAr#icle 104.06)., HMA Crushed Gravel High ESAL IL-25.0, €L-19,0, Crushed Stone v MAL or IL. 1 .OL Crushed Sandstone 'ruhdd S1a (ACSF) HMA. G StArrace Gravel {only when ased in IL- .6L) Wgh ESAL IL-1 . -,1L- . , crushed Gravel. Low ESAL or IL-9-6 QWft6e. Crushed Sant tone fushed Slag ( J3F). roshed Steel SM9 (except when Used as leveling binder) Use mixture HMAura t"I h ESAL IL-12. or I L-O' HMA ...... E Surface High ESAL tL '1 , or IL-9. ' ...................... AggregatesAggreghtes Allowed Crushed Gravel Crushed Stone (other than Limestone) Crushed Sandstone � Crushed Slag (i=31*) Crushed steel Stag (ex 6pt € e'li used as leveling binder) Limestone may be used in Mixture D if blended by vo-lu x [n the fallowin coarse aggregate. peroentacge : U010 1% Limestone with t €east 7 6% DoloWri e. Up t6 0% Li estoni witft at lerst 0% anyaggregate listed for: Mixture Dexce�t D61d rife. p , to 76% Li sto * Wifh' -at least % Crushed IAACIF) or Crushed 96fidibhe.....,. Crushed Grav6l Crushed #one (othi�r thah I_imestohe and Dolomite) . r6s ed Sandstone No -Limestone. Dolomite.may be. used 'in Mixture El blerkd d by volume In the f0114 #ng ooarss aggregate p rcentacd : p to ` 7 °o Dolomite With at least % Crushed Sandstone, Cashed Siaq (BF), or Crushed Meet Slag. :When Crushed (g (PCB) or Crushed Steel ' lag are - used in the blend, t4btert8 shall cantW 'a €ili um of 25% to a maximum of 75 of either Slag by volume. U�.to� 0#1n Oolornite with, at least 0%-of any aggregate listed for MWUM E. If-'r c�ir'ed to meat deli ri criteria, Crushed Grade!, or tfushed- tone (other t€ a Limestone or Dolomite) rha b'-bleudpd-b . volume In the follbwing coarse aggregate. 00.16 76%-Crushed - rdv" el' 6'r Crushed' Sfone �other than Limestone or botomi#) #t ' at least" olc Crusher dst6ne, Crushed 8.1ag (A BF)}or. Grushdd Steel 1n . When shed 'Slag ( �F� or , rus ed Reel �iag are used in the bibnd,, the b16nd shall contain a - mtnjr�u ol: Ala to a m6ximurn of 011/o of either Slag by volurne. I f ............................................................. . ......................................................... , use Mixture Aggregates Allowed HMA F S aoe fu lled Sandstone High F AL tL-12.6 or EL- . No Um stone Crushed Gravel, Crushed Concrete, or Crushed tMornite may bo us d' 1n MWre F if ble6ded by volum6 in the folioWg r ar -a�g regale rcentag s: Up t6 5VIq CrWh6d. Gravet, Crushed Concrete or CrusheEd Dolomito with at 1ea'sff 01/6 -Ush d Sandstone, Crushed l� (A BF), Crushed Steel Slag, or any Other Crushed Stone- (ko'- indude r Granite, 00% R!l yolits or as ite). hen W hied Slag {P. b�)- or- rin d Steel Slag a ''Used In the blend, tie. blend fall, contain a min1rhU of 0% tp a .................................................................................. r xiMum of 7 °la of either la vol rhe. fib)_--0 a Rit --F r s rface courses and- binder wurses Wien u�ad- as s6rl' ae c6 rse, the, coarse aggtegate shall, be Cass B qality or batter. F7or 1 A (S431 ar MiMr cast), ar 1ro and surface,, ll rrctr,t irw Al.,e spar gegaf sbW be l quaf or b tbaT,. For A0 other courses, Vie cd6ise aggregate shalt be Glass D 'q`ualfty ar be0er. {c}4Grad alloh.: The coarsd aggregate gradations shall be as listed in the following table. Use SizejAopkatlon Gradafi6n No. Class AY "1, 2. $s 3 3/8 in, (10 ) eel A 1- a w _ 1/2 in. (13 mm) Seal GA Class A- 3• H A High E AL E- MA Low Es AL HMA All' 1 er cov r -._. A 14 , Ile. ...................... . CA 7 Or CA 8- CAA A 't 'abWor dA 13 S#aNized Svbbasc ", CA 10, -or CA3 o� ors. A 11 CA 16 or CA 93 may be blended vith the gradatons fisted. J GSA 6 will not be permitted in the top lift of shoulders. STATE OF ILLINOIS ECI L SRO VISIONS The follo%ving Spwlat ProvisioDs supplement the "Sumdard Specification for ft Road and Bfidge Construc(ion", adopted Janigay 1, 007" the latest edition of the 1111inois Manual on Uniform Traffic Control Devkez for Streets and Highways" in effect on the date of invitation for bibs and the "Supplemental Specifications and Recurring SpecialProvisions!' indicated on the Check Sheet i�Rchidad herein which app)y to and govem the proposed improvement de: i ated as Section It 1-00 lR"�, RS-1,1103 and in case of conflict with any part or parts of said tpeciPieations, the said Special Provisions shalt take pre-c ence and shaf i govem. The unit priom herein shall include all applicable taxes. % bond wilf be accepted in lien of ca er's check or ccrffied check - Your allention is directed to the City TegWrefr =ts relative to Disclosure of Ownw tip Interests, Fair Employment Pracbm and the Contractor's Liability J-nst raacc uric performed under this contract will be subject to these looal reggulation . Sec€i n 102 of trite Standard Speoffication, relativa to mqua)i.lcation of Bielcim *hall apply to this contract, F aitme to cxec ate, all porfiorv& of the proposal correctly may be grounds ,for rejection of bids, The Contractor shall he responsible, for restoration; of all public and private areas imluding but not .lim ted to pavement, )andseapffi, t=, curbs, gutters, aril all other surface improvernews to sfibstaatially equal condition to that wWcb existed prior to commencement of Construct ion. Should the Contxa or fail to complete the work within the working days s6pulated on the Contract, tht) owactor that] he liable to the City of Evawton d e..t e—nau% specified in Section 10 of fhe Standard Specifi"lions Job' Road and Bridge C*onsmfction for each day of over -run in the contract time, or such ex tended time as may have been allowed. 1-a is control shall be in accordalace with applicable scc;ions of the Standard Specificatiom for Road and Grid s Construction, the, applicable, Pui efsr s Contained in the Illinois Manual on :i form Traffic coutrol Devi es for ftacts and Highways, .ese ecial ptovision , and any spe&ial de ifs and highway standards contained herein and in ttte Plans. In ad(fifion,to....Lhestandardrequirem rLs.. f6r Traffic ontwl and roicr,.hTntator il.e recxia.t1e ola]L oo�erexl rrraaecs. Gosolitie vrd nerators_gg..not, g![wp0.pn the 1ob site- - Thy unit prices krein sbalz inolude all applicable takes. The ContTactor shall be responsible for restora ion of aU public and private areas iacluding but not lia. ited to pavement, laadscaping, trees, curbs, g crs, wd alb other surface improvements to =bs tially equal condition to that wWch wdsted prior to cowmaamnmt of construction. oft Control AVM' proyeefibn Traffic control sell be in acco with the applicable sections of the Stmdard Speoifica oas, the Supplew(mW Specifications, the °°li ves IYJ=ud Uniform Traffic COMM Devices for Str t and gb wa s,,' and any special details and Mghway Staudards cout2 icd in The plans, and the Special Provisions oontainvl hmin. Spechd attention is owed to Article 1 7.09 and Section 701 of the Standard Specifications and the following Highways Standard , Supplemental Spwifacations, Details, Quality Standard for WoTk 7Ane Tmffle Control Devices, =niBg Special provisions, and Special Provisions contained herein plating :,to traffic control, In addifion to the standard xe ire a is for Txa e Control and l'r tr c yr ,tW;Qqv a orAflba-miiired Lo ns dad n daa crw o rd . 1Enc or diesel powered Rerremwm arc riot v�r�d on the i Cob site. ; akKal "erli tealion. 1. The sucoess al bidder sl 91 provide. certification that the materlalfiuWshed meet, the r quiremonts of the spe6fications. Materials shalt meet the reqWremcnts of Arficles 1004.03, 1004.4, and 1009 of the Standard SperiBcations. . The Baoneot shall be per i ed to sample, meet, or test V= Materials of this corxtaract at any axe to ensure conformance wilh the specf#5ca6o.s. akrial INSUaWAN Awairemew.. This projon is being ftanced with Moir Fuel Tax funds. The Winois Mpan=nt of Trans Lion requires that all material iuspution reports be submitted to fmalize The proj t. Therefore, the Contractor sla be required to fimxish to the Engineer all insp oti€ n reports and otl= per&eat documents relative to material inspmfion prior to Baal payment. Application for payment to the Contractor shall be in a=xdwee with the Standud Specifications and these Special Novisions. The En&= will submit En&e&s Payment Esti ante for partial pay= nt to flee Contractor for the work =pleted to the tuiiciP ality not more t.h= once monthly on a date sped e€1 by the Muificipalfty. The Contraetor shall procure from each subcontractor and supplier of material or labor ati waiver of any claim WWch they may love uncles the rneehanics lien laws of the state in wMch the work is lotted, to insure the Mox&ipality immunity from mechanics liens an subcpa#radors in carryLug out the conuact and any work orders for additlabs thereto, a H as a eondi-6ou of any payment by the Municipality. Any � payments made by the Municipality without requiring complxanoe with *is pangraph shall riot be k . construed as a waiver by tke MuxiicipaHty of the right to require wmpliaace with this paragaph as at condition to later payments. .The -Coatractor shall subrrAt Mal Waivers of Mein from all subeoutta tors and suppliers with each pa al -paym t esfimate and Contwtoes A„ffidavlt for sub ntraMrs and suppliers vrith second payment request for the pxrvious payment eat ates and ten wia all subsequatt payment estimates. The t1oaft for sbadl funi h with his f!W application for payment a complete telease of all liens adsi, *ut .of this wntract, or receipts in fuU In lieu tberof aud an affidavit avit that the releases and meipt Inolude,all labor and inaterial for which a lien could be filed. I STATE OF ILLINOIS aNCIAL PROVISIONS L 'fie Conuaaor smell ooAtact the City at leaa 72 hours in advance of beonning work, Cowtrudioa operations shill be conducted in a mmner such that sects will be open to emergency ha .o and accessible as requircd to local traffic. Removal andreplacement of curb md gutter and driveways dial be plawed so as to cause a mi jimum of inconvenienee to t1w abutting property owners. 'ate work slxall be azmmplished such that the &nets vvDl be Jeff open to local tic at the end of ewh worldng day. It will also be we cesmary to provide advmce notice to xcsid ts, police, fire, sebool districts, and tmsh haulers whun amess to any stree# vAll be tempom ly closed or limited, At the piwons#ructioa meeting, the Convactor shaU furnish the name and telephone number vrhere lre may be. ireacbzd durWg non-workii)g boum of the individual t hls erect =ploY that is to be responsible for, the installadou and maintenanm of thv tra o control of Us project. If the actual ixwWl4otx =d Mabatea=v are to bo accomplished by a subcontmotor, cowezt shaI be requested of the Buffer at The of t mew twg m accordlance with Article 108.€ 1 of the, Staudard Specifimlions. T19s shall not relieve tbe, Commdor of the requimments to lave a xespoxmiblc individual l ditect employsupemse US work - Tr a frx, V, axt"I &g& —ie nz�-- The CoiAmetor is expected to comply wi& the Standard Spedfications, conmct plans, and the c Special. Provi l s eoneer tic control and protection. All tr r, contml devices sballl lie kept clean d y neat appearing, and shall be xepla ed immediately if they become iudFective clue to damage or y dc�ae�ntr Fair. to comply whh the Standard Specifications, contract pla' s, or these Spool Provi zoos cowerWzg txa c control vvH1 remelt in a charge of S3 00.00 per day, in addition, if the Contractor fails to respond, the ur&ipality may cormot the de cionc€cs and all, cost thereof will be de ,uct d ftm monizz clue or which, may become due the Conimaor. This cQueelive aotion wig, W no way relieve the Contractor of his/her ooma1. reqnirements or responsibilities. rivewav kzdng It wM be the Conftmes respox ability to uotif7 residents and th&' Muaicip,Afty wh&n access to th drxvovmy will be t mparwily closed due to curb and gutter and/or driveway repiao memi. The Contractor sbaU distribute notices provided by the City, to resideats. Evfty effort sha U i spade to accommodate ae ss to tb= properties (ix., kn=k oa doors keen driveway is about to be closed), Debfis Removal. - Materials xesul ag from fliz removal of drivcways, bituminous surfaces, etc, sba.11 be removed at tho earl of each day to at approved site. lu the judgment of the City, should it be uccessary to romme such. materials, the City will have the material. SAWING ASPHALT SURFACE Ge'rileral This work sW1 consist of the full depth sawing of the existing bituminous conade surface witb sawing machine at rations shown on the plain and/or deligmwd by the Engineer. The Contrwtor shall machine saw a perp tdie lar clew joint between the portion of laiwminous O=M surface to be removed and that to be left in plate to prevent d age to the remaining surftce- If additional surface is damaged or removed clue to negligence ou the pat of the Contractor, the addi&nai work will not be mewured for payment but shall be do= at the Contradoes expense. Basic ofPavmenr TWs work grill be considered i acidental to the various pap items. SAWING PAVEMENT 'ass work aha be performed at locations as needed to n t damage adjacent pavemmit to rain in place, mid/or, designated by the WGD4 . The Contractor s'han cut the joint betvr= the portion of the pavement to lie removed and tW to be le.#"t in place with a concrete saving n=Wne to prevent the co rete om spilling when to psveme .is bro m Tfis work shall be done in a mmmer that aG straight and papendicular joint will be secures. It is Contractoes re wsibihty to deem iiae the thickness of the existing pavement and whether or not it conudw re OWXft=t. Basis ofPavm w This work ll be considered incidental to the various pay items. DETAIL SPEOPICA'nON, SAWING EARTH SURFACE I General 'his work AaU consist of 24" deptb saiming of the eat siirfaee with a sawing machinc at tMe roots location shown on Me ply audlor designatcd by the Bngin=. Tbz SAWNG EARTH SPACE $ball include all materials,, la Dr, and equipment required for: site p pam#ion; protection, support and jepair of image to e dst g utilities; inspcc orb oDn tion of de�as, and, all, related work required to ccmpl e the operation. The CWnccor shall c e-smv a vertioal clew t nsLug a e=czr saw or equivalent m0hod as appzoved by tho City Arbeist and/oar Hnginm. 'lie we of heavy equipment ax, machete or QtNx tools, which may cause dpping or teadag wD1 not be Vmi,ffW. If d€ Wonal s�ce is damaged or removed due to noglig=z on the part of the Contractor, the additional o wiH not be measurod for paymmt but shall be done et the Cant ctor's expem, f. Hosts o Pavrrrarlt This work will be considerod incidental to the various pay its. INCIDENTAL HOT -MIX ASPHALT SURFACING L Geneml T s ,vork shall consist of the preparation of the base, the application ofbitmi,aous priming inatedal and the c onstnictlon of the llol-Mv Aspha It surface. VieHot-W Aspbalt fox the Incidental Hot -ice€ Asphalt space shall wept the requirements of Section 406 of the )lard Specifications fox Road and Bridge Constructiorm Areas 'where the TnoidentalHot-Mix Asphalt surfacing will be placed shall lave the lase prLued. The gate of application of prime and fine aggregate will be specified by the Engineer. The Hot- ix Asphalt nxture may be spread and finis ed by approved hand methods or a fulisItine, xnwhine approved by the Er &=t Ilia Hot -Mix Asphalt xtura &ball be rolled axed compacted to the safisfaction of the Ebgineer with,, tandem m1ler meefing tl'w requirements ents of mole i i 01.01 of the Standard Specifications for Road anti,, Ed e Construction, Am Basis of PcAme t "jas work will be paid for at the contract tit pri" per ton for '° JDEN 'AL HOT -NM ASPHALT S�ACINGI, wbieh price snail i=Iude all labor, materia6 and equipment nmersary to complete the work. The cost of Bituminous ate als (prune Coat) and Aggegalt O)xime Coat) wit not be paid .for separately but &,hail be incidental to the unit p ce per tort for INCIDEWAL H T4M ASP AL r SMACING. FIBERGLASS FASRIC REPAIR SYSTEM I Gauerul 'was work shall consist of iwtalladon of a Fiberglass Fabric, Repair System prier to la=mt. of an asphalt oyexla , in conformanee with Section 444 of the Standaxd Spe i caitioms for Road and Bfidge construction, All matedalD and constw1on shall e- in co a ane� with Section 1063 of tbo Standard Sped f calio s £ez Road and Bridge Construction of tho, State of U ois. yeas The approximate areas of atcriah: to be used wi)I e: Gross swrional cok8 7% of total area Lon iiudbW Cracks % of total a s Wide Area C=ks 10°o of total area Method of geasurement Th� e la s Nbzio Repair Sr, tem will he mmured in place and the axea wra uted 41 squaeo yards of fabric sin acc. No payment will bo allo for the fabric oy�rlaps or the minimwn amnsi ns o biw inous mated al beyond the edges of the fabric. The quantifies proividzd in tht� Bid Dovament, are appxo ima only and are sijbjcd to i crme or decrease. Actual compensation to the Coatwtor wHi be based tipon actual work performed, No additional compensation will be allowed. Dreg dless of the ac al ibor la s Fala c Repair Systm leans€aUcd versus ft p1m c uwities, ..._...Basis orp vwewt This work v4H be paid for at Lhe contract unit pxi e por squarc yard for Fiberglass Fabfio Popair Sys , �vVch bacludes preparation of exisfi ng pavement and otbeir incidentaig necessary to place site system. iff #3fCi7�` HOT -MIX ASPHALT SURFACE REMOVAL (Variable Depthl I General 17 I T s wotk shall consist of mmoving existing, hot -mix asphalt surface material in axeas as indicated on the COMMACT PAS and appmved by the ENGINEER. The macWne used for surface removal shall be a self -propel led gd-ading maoMyte capable of removing in one pays, a layer of matedal at lust 1 2" in depth. The grirxding rnaebine shall be capable of =urately estabii Mng the Fade for the vatiable depft required. The nature W condition of the equipment and the mr =er of performing the work shall be such that the remaining surface is not tors, you e<L shoveled or otfxeMse injured by the Mfg operations, Removing the pavement surfa e, such as drainage castings and utility,. covers, sball be accomplished in a mmmer satisfactory to the ENGINEER. "I The excess material rmat inn ficn) this operation shall be removed and di v sed of a specified in Article 202.03 of the Stoddard Specifications for Road and Bridge Construction, This work Avill be measured in place and paid for w0y o=e regardless of the number of passes steeded to ramve the material. This Avork will be -paid for at the corx"ot unit pace per square yard did for: 11 T-MIX ASPHALT SSA E REMOVAL (Variable Depth) FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) f'eotive; August 1, 1995 Revised, August 25, 010 Add the following to Article 603.03 of the Standard Spe6fications, The contractor shall adjust the structures to the finished pavement elevation no more than r-alendar gays prior to placement of the t* M lit of su�rFace unless approved by the Engineer." Add the fcl€ovOng to Article 603.09 of 1he 5tandard pectficationa: "Removing frames and lids on drainage and uflhi + structures to the pavement prior to milting, and adjusting to final grade prior to plaoing the surface course, 11 1�e paid for at the contract unit price each for FRAMES AND U DS TO 8 E A DJ STED (S PECIAL). This work vAl not tie paid for when drainage and utility structures are spe:Ofied for payment a structure i-construction." DETAMSPECTFTCATIONS CLASS 1$WPATCHES, SPECIAL 9"(HES) 1 General Where indicated w the PLANS or where directed by the ENGUMM existing pavement is to be r u ed and replaced in accorclanee with Section 442 of the "Standard 4eci.6cations' except that the three types, nunely: Type Type 11, and Type M bave b= combined under one item. Ail emoting pavements shall be roved and replaced wi#h minimum of " (nine hes) of High Buly Strength Portland Cement Concrete in confommnee with applicable portion of Section 442 of thb Standard Speeifications. All _dowel bars and Tie bars used for Class " " P tolhcs in existing base course sball be placed in conformance with the applicable portions of Section 442 of the Standard Spwifkafions mid/or Contmet dxawings and/or directed by the Engineer. This work will not be paW for separately but shall br, f con6dexed inddau al to pavemeat patchin& The En&eer will approve the equipments and the devl= 7 used for pavement removal. Pavement breaker will not be allowed. 11 Metbads ofMeasvrement Pavement patch will be mea=cd in place and ffie ama will be computed x Square ax& in conformance with Section 442 of the Standard Speelfications for load and ledge Cons"ct#on. dBasis oifpaVrnene This work will be paid for at the CONTRACT wait price per squue yard for, LASS' " PATCHES, SPECIAL Y' (M). �.,. The price shall be payment in fb-ll for all necessary asw tun , pav ent removal, compactioa of the sub -grade, including all required materials, equipments and labor. SPECIAL. PROVISION. DETAIL SPECIFICATION CONSTRUCTION LAYOUT AND MKING 1.:. -General i� Rem consists of lay mg out andstaMnq line and gmde for the improvement as directed and approved by the ENGINEER. It. RequireMents CONTRACTOR wltl be req Wred to perform or have per or ed all necessaq suwaft wort to construct the improvement as indicated on the CONTRACT PLANS. OWNER shall supp locations of ali borlxontal and veNcat control points prior to be4nning of ristruc&n, Pflor to construc�on the CONTRACTOR shall nal fy ENGINEER so as to enable a checking of grade stakes. CON7RACTOR rest provide € uAfted pewnel registered Mth the Slate of lt#lools as a Profesdonat Engineer or a Registered Land Surveyor to parfonm Construallon Layout and Sta Ing Friar to come pour CONTRACTOR shall supply a Wirfimum of 4 hours as to 0ow ENGINEER to check and approve ftaming for pavement, M. Bases of Payment `fhis work will be paid for at the CONTRACT Lump surn price for CON SMUCTION LAYOUT AN STAKING, which price shall be payment In full for ati labor, rrtaterfais, transpoFtatton and Incidentals necessary for layout of frnpraver ent as Indicated on PLANS and specificarans or as directed by ft ENGINEER, No adjustment or additional compensation shall be allowed except as speeffied herein. PARIaNG 'lie, Contractor sWI place "No Parkin 7 silts as minjntn of two ( cal zdar days prior to construction operations. All "No Parking" signs must have the approval of, € "ice , aad displayed to the satisfaction of the Eng�iaer, Po&ag of si gas on trees shall be done it) such a ruauner to facilitate removal; stapling, nailkt , of taping of signs to trees is prohibited. Conttactor shall keep a log of all posted "No Puking" signs and aWl submit the log to the Engineer promptly upon requmt. "No par ffigt' silts must be approved by the En&eer and roust be POSTED AND DATED at least 48 hours before the jutended date of use. 'No Parking„ signs shall be removed when no work is completed on site for over 72 hows betwoen construetion operations, signs will be required to be removed and 7reposted or oontraetor will be subject to a TRAFFIC {J TR L DEFICIENCY DEDUCTION to monies clue or that become due to €ire cox tor. ' o Parrlc n „ signs are to be puxchmd ftorn the City of wawton. If vehicles are still parked in "No Parking," areas identi and by the Contractor, the Contractor shall nolir the ftgiam who will contact the Bvawton Polio to have the ve clez towed away. No towing of vehicles shall be done by the C€ utrattor. "No .parkins" signs on Forest Avenue and Main Street will be reqtired to he ` o Patking Anytime' sib to accommodate lane shifts after TEWORARY PAVEMEN11` MARKING is installed. ` o Parkins Any me" signs shall be Fabricated by the Contractor using masking tape and pwnaneat black n=kers to the satisfaction of the Enneer at no additional Cast, 'l Ws items sty be co pleted according to Smfion 70 except as modified hei-ein: 703.01 Desciiption. " Ws woxk shall consist of �shing and installing temporary pavement matkings to shut #rah c away from the side of the street the Contractor is undenaking concrete wnstruction operations. 7010 Gen [. The temporary ark gs shall bo of the swne color and dirnensions as shown on the plans for the pe anent mukings, or as directed by the Engineer. Paint shad be used by the Contractor while Type I or Type 11 nwki%y tape shaU be wed on surfaces that will not be resurf`aced, Black paint s1411 be used to overlay conflictio existing pavement rnarldngs =d co dieting temporuy pavement markinga when lanes are shined to opposite side. 703.06 Method of Measurement. Temporary PMWOnt MarWng re Ovsl will not br measwed for payment but shall he measured for payment as TEMPORARY PAVEMENT MARKING when black paint is used to overlay conflicting pavement znar. City of Evanston SPECIAL PROVISIONS ENGINEERING SERVIC I General These specifications will apply to the p j t when coutractox elects to work on any givm Sat relay duain '& contract lime. If at any time during the project the Gwractor elects to work on a Saturday, fly mbat obtain WHtten permission (See aftch Baca is Bid package) from the City agxnter an&or Seniipr -4mee r. Contractor sball mquest this at lead- twenty -roux ho= toL advance of Satuday work. City of Evanstort WORKSHEET FOR SATURDAY WORK PROJECT NUM ft ...?.. - 61-Q0. #el f: .-..7. , X w 6y have read the special Provisions for "Eagan Bring ervicW' for the above referenced project. I elect to work Saturday on �1 1 ��t and will comply wltb a1I necessary requirements perffixed In Special Provisions. Date: Contractor' Name Date' City Engineer/senior Engineer City of Evanston Dom _ SPECIFICATIONS ----------------------------------- --------- BUS iq When Butt Joints are to be constructed under traffic, the Contractor shall provIde and maintain temporary bituminous ramps at both upstream and downstream ands of the area re v d . The Contractor stall have sufficient bituminous patChing material meeting the approval of the Engineer at the worksite to construct the ramps before b�ginning the pavement surface removal. The temporary ramps shall be constru6ted immediately upon completion of the r va) operation and the area between shall be leveled and Mled as necessary, Ramps shall have a minimum taper rate of 3 feet per inch of thickness, No more than five calendar days will be allowed between the time the Contractor starts removal of the existing pavement ent and the time the proposed surface course is placed and the butt Joint completed. The temporary ramps sbal l be removed prior to placing the proposed surface course. Basis of Payment. All material, equipment and labor necessary to e pl e the work and maintienance of the ramps as specified above will be considered incidental to the proposed surface course, I ~-kE $ RECOMWNDED LOW10N OF e?A,Mn l �� �A4 t=E7 Wf4 �'r4 at rp'p TYPE A RAMPS e3is f�{5k� TYPE A TYPE a DETAILS OF RAMPS Exac�e�`o� jam* 12E-'.R C! d3�00.�p caxb r�� ik3t sr,�se Loot", ac" Ko ac� DULL� sw wFkk E a ta#��o4k txxy x¢� Jj. Sr�9at ^4�afinee rr�o LIEGEND �� #1or44t47b �EJ'rit'�S, 7 5:get u�krrg G�OC TYPE 8 BPS - TT+�4'�S 1�ti -P AT EYS OR ENTRANCES GENERAL WTES SECTION A+A CUfO rC�9Gt f5A#`�'4 #+� G�7IIaatelal rpfa�ga ts'�Ae. ot•#f<+� rc4Y�,cd RcsTh vrEh lac of Grga#b`•?� t�a+�tr pkfifoF� 0� f. 0�4 ryTsS'r�+f 4 J{k} U'Q tr7#Y9� '�TG'OS7C155 Y#Y4rO C'3'C%C#�4�5 4�G Tw of eopwoh re eg ao rev= a #=rrdc.%= wezcL ix +roY. olkt, 't&.AA wfrrvjw sw CASs La '{Ei43� EfrkfdLitd3 �91$.7 k'Lf{�Y.P�S 7rP((Jq pxtSro- 6gYfe�d dee p�oss t. tp —EW 72w gaam, b7Co6 41 4rtd #+48 #Lx3 far P. T+a'Pa $ roepl S4'� bb ialae �atrre¢v�r, kf tha v:d 4# #hq �r Or Q 0$F 3;611 Yfw 4co of thy ra�v cxbS ox 0.wotfsaG# v0; u4XEy= cxk" a 31E kFe I'M T,UL OF SME— RB sa Tc�" .o#ka ea uMta (Ro Au'kt fiGY Dd CxstrE ctob #t var76�e# �2mnt tar 1-WIs pf hw'�74A�# K�=0C4CO:�r+S Fsy}� o:n�4tfp�}-,rftts €�#X �x <rmo labs C<0 L• Bch" U�3#6rd} iyYB}� o6hprw:SC sL KNISMS CURB RAMPS FOR SIDEWALKS .71 05 }7e sa#.Peear3rF* t lgr44t ort z3 - - - rj a i `hrivewx. STANDARD 4 b041.0S f�� SOUAE PATTERN .�et&l «cl—+ OETECTABLE WAWNG fA tltl TfZjx%ULAR PA7TERN TR gW 0 DOMS DETAtL CURB RAMPS . FOR SIDEWALKS STANDARD 4240fks CURB RAMPS DETAIL ADMINISTPATIVE POLICY NUMBER 204a me CUR 40 FIFE R a#tt a#tit*i*t t rt a t rt+# t# #~# _ TYPE B METHOD I - PERPENDICULALR -HLES GENERAL NOTE& SIDE Cuu- 24r- + # + trt #£ t ' + • t ("r•) SIOENALK OR _--J GRASS SURF -ACE -'fPE $ METHOD 2 - OFFSET I. DiFrECTAetE WARmxe T Ers Er az INS-mu.Er€ VE FUA� WIDTH OF B Rr,I:MR AS VOWNL Ag FE, ON THE P€ kN , OFF AS OREMED 8Y THE EN Jr 'EER3 TYPiCkL 4`fiD^a ARC AS rOLL0M a) S- fix FOR E tS I R 2 b) VAA*U8 1,9N0TH OFRADEAL nLEYSFORE ETROD3 2,ALSVEiIAA-NV CMINEEJ19.MGAF5XFAREA WnHSLOPE lNALL E31;MtT*3%DEW Tk h)VikLEBE !uFAF-LF,D PRM To ALL CURB RAAJPShAETji0Dz REGURES ZR MRe CORNER TO BE; A LF-VEL iANDWS' 3.AaEWATMELFAt' ORhtO FROM ADJACE NTS€ R-rACESES NDTAEE.OWEI}, 4. S€QE C€1RJ�S AS 8I tOWN In MS E]S 1 AN,O 2 AS'1 HE TYPZ A RAW W�-L NOT PAID FOR SEPERATaY SLITwff EL BE MEASURED FOR PAYIME ETA PCC SJ�:r A:KAND VAL� BE aKWREwD AS DIRECTED BY THE ENGINEER OR AS SHOVE ON THE PLANS, VA-U .Et TYPE B RAMPS WLL REL UNA CURS #mil- � SOF, F€.S. & SEE A"Pl?l.€C,NaLE: i TBW-, QfpM HIORWAY &TAN RD424 4 (CURB E kMFLSFOR $ VALK% 7H; € T STA-NakRD SPEC1P=TKW FOR #tom AND E#E{-D E: CONSTR;�."TEC3+€ *--MON 424 ORTLAND 0E V,C-&T CCNICRETE S DEWA3-K), AND THE Ab ERLOA $ WFrH I)OWLITISS AOT AC ES.SEE?UTY GU-LDLII*?Es (`ADrW)FORAEUE CNA, F1REiSEfid�$, 6. DEPRESSED OE,ERB AND GUTTER AD=EW To IJPUt RAMPS S tkLL HE NSTAEE.E D-TO THE VMEP4K) S 'PROVEDZ 3IN OOT HtGKWAYSTAN A-9W 6}NMI {GOSITe kRZ rf: RAND CORIStd'.'AT€GX CURT .AND G',ErT 7.1+fir{}N >JSWG METHOD 8 rROACWAY CURALDUSKALL ZE* INSTALLED LED AT 16. W, OR W RAD{US TO THE SACK OF CURB AS NOTEDON RLANS OR AS D3 RE:G ZD E3Y rzNG R- F k ` ` ` t! k METHOD 3 - CONTINUOUS RADIAL TILES LEGEND-. Sidewalk Ramp Detectable Warning% Red € on walking arm (Grass) CITY OF EVANSTON PVEL= WORKS E]t-F'A E tNy D SION OFTRANSKO RTATION A'??€{OVED 13YY E ��� p� CxSP4�t�ATFp�JGSTY E=t;t=,�E�C DIkEC i4R OF PLiB� > L'#DiLKS DATE tSEE TYPICAL SECTIONS FOR Tip KNES 1 AND 81TOUMUS RER` OVER P�TC :ES. SAW CUT/SCORING EXIST. SITLUi i o 46) flit. OVERLAY, yyplcAL (INUDED IN THE COST y± //''�. [[�� yy77 # r]'�'`J��}}ramy{ OM ORMILLED j �y �[�* OF BITUMINOUS REMOVAL MR PATCHES). CLASS; C OR CLASS D _.. PATCH OF M THicKwSS SPECIFIED AW T/SCORI-NG, TYPICAL(INCLUDED IN THE COST OF PAYEMENT PATCHING) tE NOTE 1- Y >y,;i - UTILITY OR STORM SEWER IREIWH SEE TYPICAL SECTI�I FOR THICKNESS AND MATM MAL r , OF CMTRUCIl�'M i. WIDTH OF THE FULL ffYlq PATCH (W R A TIMNCH i. Rum la EXISTING SITUMMM MATERIAL UYUR SHALL BE 360 il2i qjo R ON EACH SIDE OF THE TR9M THE AaRU To BE VAT00E Z. FM METKO OF tCASUff- EU ANU BASIS OF FAyyiff, SEr� 2. WMVE ,SNO AEf LACE FUEL DEPTH PATCES SPECIAL Pmslolll "PATCHVIG 11TH am. moo MmAy RmvA :' 3. RMACF BITUMINOUS MATalk OVER TlfL AKA To BE PATMD. u a M W,stwaCrt rxia o= kY1LiSi pP' R KRyyp* Ypf�LR #aC Grt31 CRC �k :G40 G�G4Y� ^^� F /^-73QRt 0`Sr.rf# 'flo. bw'a of 05M 000 rohoA[t pa comcP t ytwp LON01TWINAL SAW&D JOINT klo. spa Gip, }9x?W- Fr, ecru a#� as�xc CM Fw LOACGI TC_lDWAL CMSTRU TIV4 JOINT wear i 7W ', lyf $gptye4kS � F ' ti.C2 C3 i''f?r E METAL JOINT lrysg C 4r*lo j*ht 4r Q:Pp7g ol$ GRh' t ipr6 rr..�� �fir�tt�bcr LONGITUDINAL 9EYED JOINT a Ir d�ks� h4'�a Z1L4 +fa�i ��} �*_ . Lt2f 4A :Yet �4Ft FV{S8F fta Gars aw b7� �2{r ore. LONGITUDINAL C"STRUCTION JOINT Enc w MuTflW VilM Stipq+ a#aet Of "i'4 b th s:-Ma; to torte ko'W c' 4eto" ao or eppCovor ecyr4 ASECTION A -A Gwrrnw a-k 4--v axciat>nr 74 YG?FCt}' N �01at D, F Er=a4 r4# a+}ro S15oe1 Sri' n.02 p� G#S, sLW fo¢'c S10 Scan v `9 t {Y3t 1=1} 4Y3. mR1c. SUPPORTING CHAN uppoRTM CiiAlFt ALF TERNATE — ALTMATE GEWRAL NOTES Ax on" e4taze ceo ow*jl4Ad "its at vartj--o Q ugotE.' maeo 7D 4 153 Gt Wi{QMo Q3$Qi.X4"al LYibr- . craorilw= Gr4 "klciw� 4 3t4rGt EILYE3z 09l1DF uc PATt Sf # ur PAVEMENT JOINTS kw ,1;01 2-#= � ac�,.r*s 4o Wna. ir-yaat t pr �, rr. STANDARD 420001-07 ♦e Yor Sfif*a. exa, 110 sno S UJM RYA{{ aEa. MI � �xo s�o.ar �ax.�copy ct -" {$CWF 7Ffcrn74�4i �9H �Jf4E#��5 1ES3'i] i'iJi4EIN��.S37 4 COLS ago Val up 'x567Cf.!G 6fP rae 4x;=W v or lW* dax I We a. i 37a6 :+3Cy.3e IN" MW flow one War love *0twW bw tH41 muffled, See $:.11A AVUL bNow Nye at 3xv tWc-\ �p+ro2 Lnr� TRAHSYERa$� E} PVC 510N JOINT met Par& Est P=KV4 Ant z"Wok ;pSe! corno-te �i tA�C� t�ae•r+�►rt �r xa�trr,rrr� Nam M-L h-,*W e'er LZI 18 S{S� �3 C4rbS t-ws 4t 19 LIM aka a a� 9 ...#_..9 nascti- As t� LROLVERSE EO? TI&CTJON JONT #fof flq A'•n= �= a SP2P Reat COftSsorit ofoarto v�o + 0 rasa cwraa aetia &,rfaco ,=._ . �, •- - _ _ . ern cc ; csaxex6lr ` f' _ w }j Q5 to '!, *7 T"NSVERSE CONTRACTION JOINT Tog VA #A im LFA skSE MBE iiB%Ti"—q f cara4 tw ���a ifo '1.4R ', o3aar�o 7r`x#r�55 ssa�ik:tEk ', Iwo HNP a er grcatu' slow 7 arss on. W iS 64 an ' PAVEMENT JOINTS iirto8a_2 #f Ys T i dbPtix Fri aCrt Exim S8x WS4 NEey3 F�eQiyk fi � CL: Pqvtl 'r, YYGi FWE Qp tkt ww #Jt PAVEMENT SAWING � f—to3o of D•'t_ Va to 4and t�aoaar �r , F• t2' i3+$ ml MOR LAWS LEb fV E P # tC —E# �1 1 4 fry 44;othtrip- o0h 78sR �kik8CK G4•i� f7� 5fp�#kr aaYtt G4�k3 J"V3 v F4C6C rfbc aRr 4 Of S#y 6u# ha f OS wt=ffis+G7"r, pKwr4% of psleh ALTERNATE SAW 4 DETAIL y rr�s ora•,+�s �t uaw�+w� �sraazcs roc+ ga PAVEMENT SAli IM DUAIL vtr outoEs�s Fig #aPt� � Ft� dep#h � � sOm cutm kcY ' r .< REi� EGCB Gf pCY''*. S 8r 6 $gr6F WO at k3 E*�¢p3 Gtc Q zoo of prwt, 14' t4.2 W WIDE Rjwp wir powod . # i &:% C'AT4G Chi ptp,Slft Yoac beWEer rp3 } *�g77? • r ,w Ca�G bAw #E}r fiL'C#,Yq r } r � •w TRANSVERSE •DINT �AYESrtNF #��k $%� F37cE YA ESX$ E`# mm et m El 11wW C •r v C4tw' j% ! i $7k Fii1 t pig: !kiv rsi Tqr urt fka -, ksrn#kt O{ i44CEt ALTERNATE SAWING DETAIL WZC7 5Er7AXFjo �� ��R E� ��oky: bC.ra Ct E f= tkg. V { Mgt D' rpp gO7F# era* € fxs¢xUq ti'e CENTERLINT JOINT GFYEFLkL NOTES The trwa$V& zo jo%EYR !pr OP44 B "FCrr)S aY•Clk Uy s tit►h }A'+it� Or Credra h *hp gi3g6}f {fA WkpMYOr CA Soa StO wd 4zolo3 fca wiOEr u# gpvat l9kx'1C- A4 clewWw4 Cn4 Hx E?Ch+a EmV— 'arr' Lwdeai bs;M w" :hP G1.4C lnms sH'S S-i'Ce BrOl-Pig cn}td #n I k hf•#34 8Y€ Canxr� Flatc� F ,LASS B PATCHES - 'Rh as T ei #F STANDARD 442101-07 ALTERNATE SAW 4 DETAIL y rr�s ora•,+�s �t uaw�+w� �sraazcs roc+ ga PAVEMENT SAli IM DUAIL vtr outoEs�s Fig #aPt� � Ft� dep#h � � sOm cutm kcY ' r .< REi� EGCB Gf pCY''*. S 8r 6 $gr6F WO at k3 E*�¢p3 Gtc Q zoo of prwt, 14' t4.2 W WIDE Rjwp wir powod . # i &:% C'AT4G Chi ptp,Slft Yoac beWEer rp3 } *�g77? • r ,w Ca�G bAw #E}r fiL'C#,Yq r } r � •w TRANSVERSE •DINT �AYESrtNF #��k $%� F37cE YA ESX$ E`# mm et m El 11wW C •r v C4tw' j% ! i $7k Fii1 t pig: !kiv rsi Tqr urt fka -, ksrn#kt O{ i44CEt ALTERNATE SAWING DETAIL WZC7 5Er7AXFjo �� ��R E� ��oky: bC.ra Ct E f= tkg. V { Mgt D' rpp gO7F# era* € fxs¢xUq ti'e CENTERLINT JOINT GFYEFLkL NOTES The trwa$V& zo jo%EYR !pr OP44 B "FCrr)S aY•Clk Uy s tit►h }A'+it� Or Credra h *hp gi3g6}f {fA WkpMYOr CA Soa StO wd 4zolo3 fca wiOEr u# gpvat l9kx'1C- A4 clewWw4 Cn4 Hx E?Ch+a EmV— 'arr' Lwdeai bs;M w" :hP G1.4C lnms sH'S S-i'Ce BrOl-Pig cn}td #n I k hf•#34 8Y€ Canxr� Flatc� F ,LASS B PATCHES - 'Rh as T ei #F STANDARD 442101-07 14' t4.2 W WIDE Rjwp wir powod . # i &:% C'AT4G Chi ptp,Slft Yoac beWEer rp3 } *�g77? • r ,w Ca�G bAw #E}r fiL'C#,Yq r } r � •w TRANSVERSE •DINT �AYESrtNF #��k $%� F37cE YA ESX$ E`# mm et m El 11wW C •r v C4tw' j% ! i $7k Fii1 t pig: !kiv rsi Tqr urt fka -, ksrn#kt O{ i44CEt ALTERNATE SAWING DETAIL WZC7 5Er7AXFjo �� ��R E� ��oky: bC.ra Ct E f= tkg. V { Mgt D' rpp gO7F# era* € fxs¢xUq ti'e CENTERLINT JOINT GFYEFLkL NOTES The trwa$V& zo jo%EYR !pr OP44 B "FCrr)S aY•Clk Uy s tit►h }A'+it� Or Credra h *hp gi3g6}f {fA WkpMYOr CA Soa StO wd 4zolo3 fca wiOEr u# gpvat l9kx'1C- A4 clewWw4 Cn4 Hx E?Ch+a EmV— 'arr' Lwdeai bs;M w" :hP G1.4C lnms sH'S S-i'Ce BrOl-Pig cn}td #n I k hf•#34 8Y€ Canxr� Flatc� F ,LASS B PATCHES - 'Rh as T ei #F STANDARD 442101-07 TRANSVERSE •DINT �AYESrtNF #��k $%� F37cE YA ESX$ E`# mm et m El 11wW C •r v C4tw' j% ! i $7k Fii1 t pig: !kiv rsi Tqr urt fka -, ksrn#kt O{ i44CEt ALTERNATE SAWING DETAIL WZC7 5Er7AXFjo �� ��R E� ��oky: bC.ra Ct E f= tkg. V { Mgt D' rpp gO7F# era* € fxs¢xUq ti'e CENTERLINT JOINT GFYEFLkL NOTES The trwa$V& zo jo%EYR !pr OP44 B "FCrr)S aY•Clk Uy s tit►h }A'+it� Or Credra h *hp gi3g6}f {fA WkpMYOr CA Soa StO wd 4zolo3 fca wiOEr u# gpvat l9kx'1C- A4 clewWw4 Cn4 Hx E?Ch+a EmV— 'arr' Lwdeai bs;M w" :hP G1.4C lnms sH'S S-i'Ce BrOl-Pig cn}td #n I k hf•#34 8Y€ Canxr� Flatc� F ,LASS B PATCHES - 'Rh as T ei #F STANDARD 442101-07 Tqr urt fka -, ksrn#kt O{ i44CEt ALTERNATE SAWING DETAIL WZC7 5Er7AXFjo �� ��R E� ��oky: bC.ra Ct E f= tkg. V { Mgt D' rpp gO7F# era* € fxs¢xUq ti'e CENTERLINT JOINT GFYEFLkL NOTES The trwa$V& zo jo%EYR !pr OP44 B "FCrr)S aY•Clk Uy s tit►h }A'+it� Or Credra h *hp gi3g6}f {fA WkpMYOr CA Soa StO wd 4zolo3 fca wiOEr u# gpvat l9kx'1C- A4 clewWw4 Cn4 Hx E?Ch+a EmV— 'arr' Lwdeai bs;M w" :hP G1.4C lnms sH'S S-i'Ce BrOl-Pig cn}td #n I k hf•#34 8Y€ Canxr� Flatc� F ,LASS B PATCHES - 'Rh as T ei #F STANDARD 442101-07 CENTERLINT JOINT GFYEFLkL NOTES The trwa$V& zo jo%EYR !pr OP44 B "FCrr)S aY•Clk Uy s tit►h }A'+it� Or Credra h *hp gi3g6}f {fA WkpMYOr CA Soa StO wd 4zolo3 fca wiOEr u# gpvat l9kx'1C- A4 clewWw4 Cn4 Hx E?Ch+a EmV— 'arr' Lwdeai bs;M w" :hP G1.4C lnms sH'S S-i'Ce BrOl-Pig cn}td #n I k hf•#34 8Y€ Canxr� Flatc� F ,LASS B PATCHES - 'Rh as T ei #F STANDARD 442101-07 saw ��xro care=a z �xda�,ry - _ cti.it j4 pCa C4V&��f - ... -o — IMIAD _ ..................... dux F;o bars a+orx'r('d is -Sgm �qep PiYot G4rS iMft tx:z LaQ PSYff s# erho" a�d"Ir-M of 32 *W? c## jM%f M* Gr 92 374C1 a#r. METHOO I idfdf#q#rt M&6rLf rrV _iL6-nl-Win.......... Pre;aa4d96i]4 f � ',7 �4i ,78 s' -'2'" = � _?YN1aLW fD11W r� . .• `y�'-' t .y'r5' -flf, • , "2,-,' f- . YtlOY . r -r :' t f _ `+�'r'J. L�Sdts• lyy�'F0+ "� , s,•}•- 3 - ,,�', _ - -- ti-• , a 3 , fir= pay qrh# ` ' - #tonss.� Sb ii5p iq moo[ more ±ao. d#7xi9 -0i?d p�dwY4ti7 7rar4 OxS1#Yi9 } $ por# G Mk*rtE info 9kiG?E',i CRY/?T G1 2 r Ct6, METF:GE3 11 muh ft l;r"aa.v WFF9R..... .� T#t NSVERS5 EXPANSION ;{DINTS T aj # ' 6 �'9l4rA6# f»xyLGa faaa ;41Cr# :+-lam SEAL M; DETAlf, EAL43 G OF -TAIL TE '► lq�ert r •2SF fM#+1ri6 a :roe+averse 9f$•�.Se YF ;01fsi fih o Txa-kok. TW'NW r-,.nd, rtxtrd9 77�9 #rIl*tlt& On of f4* *C'N axe Yin roxpcc4 ra 1roE9e 4*r aro o nr R agf0los cwn +llat the p1m acrara taus kf4s. .ASS B PATCHES STANDARD 442101-07 EOM�EuL'.asot joktf - �x1ix. ya�7 ', UASS _C ae*vd tarty ootrotuoea sx r AN raf U�3 Yl�Qn FA' . '-. . �.' `+h%' . '#.: Y 9oG50- SECTION A —A SECTION $-8 o-r* hgrsy'L+rpo&s' kaute * cxhpt. C�'t 6 a KL 8 11 s „ d� ro,rt- e•cr r:.a �+ DETAIL V SAWED r< SECTION C-C SECTION D-€i CCNTRkCuiiAt JOINT +fig eEpY :e5a shp-+ 6U' �.�as oa+ rasa tem #{r' ROTE r,=L f 3ot�#6 abas b# sa a xwsa uw Starafx# ?. sl.. axoout #1a /a # npr rteCk 00 far poi#max =C 49 r` aF ft.s km 10104riL CLASS D Ed =1 Y�1a?dEF a Et r= 1 a s 14 k 1.c kn,aa not bsa Az4sda ksd + 451 r 6 6 a' -a•' c3-4 �*o cra#trvGiast roses -• i"xfat. pt,r't k pase. 9+'`t p E 5--rasy� r'���yayk �����F�;L.���i"°-'d `tee o��is� �k-.tRY�%•.i�� '�X+-`v :.ti 4'-@" Lc.t iak S4 EY4Y. 4{lY`! 4nr.¢Y Fs'.Cl. S*vf _ r s•0 s3.e SECTION E-£ SECTION A -A SECTION B-B SECTION C-E SFCTIM D-D GENERA-1 F7ES Lens+r+ #$ea �Qirrt fc rosroxed. sL eO`�'E4� •4 t6 ctlt. log mhia AA d btx8 wiY to kw?3r �4�o-to'Ss ifi lwttC »«« �o-r. q,�ianr .s W�icu` -o- C,9 � tJ errs, CLASS G and 0 PATCHES 4.5 r3 m� �-----���� t SECTION F-r SECTION G-F � Wraea Ovate for STANDARD 4922D1-03 �c�crvs, VAM C - TO LIMT 030PC awwibi no Tai cam!# al lam! N n aG MxRw r w ray ut F svr �3f L TAk 8 E7 � ]s rt�+z Ate t+r x�E Fx+ is C � oeFEtt& 3s ae � zo nzP +t. IOU}mox, amwWw oArtw to BILE Sma Eye Str A M AE WUM& emm iDa cv, ant ccNCmom M Mr on x w MM Do =yp M00 0 a s� gk to q r �ylcocn in ne rvm ass p3 am ua wnig. ssE '( K tit! w k4�k�"wmft S ="tea fa 10- aaim {73:33,x 1tq; 5Y W ouzmoxf U M sa sacx 0 �u ix Im of aF43ALlC' gn pot MAL aml am pps IM gust ROULMMMUlff r C74r'ii#i aSE71p, idi ww' now r' 3S1 M F - 00 cc " IA&E kt-witt SS"OOA , 30 lac} panga Eq=% Mo AT EIE F as MR W# R ru 20 RE UIkW ti S �T] Sl 4Px;aTEFgtL Ta K 9%q'sCfla !f MKro RT %UUM i. E 9 CA A xt tSY(] : CF C 3f. L=moww . a wa janal 1=1 w no Showgr STURNMAK %IgaW10 EW mmy It W L01 54 WC Al CE ae$ M Wr a; PAM FW 50=11LY. pp,M #rim C4`lYlA Tx U4 it =Inc Tt ELi ax LAC a C $s tee DOWL 99Z WZ&- 64,p' S w P 15€ , r-as TM M &E FADE fdt X!1.4 mgmxr wx t�LE DER LOM tf= f0tW ova- M GARB OR CURB AND GUMR REMOVAL AND REPLACEMENT err . W. woW ... .err r111Y1Y41Yr s+ suss DIANgs�crx Ima a #q*ors L M 0 � S#+l+ l ELWJf Y.rvi Y7+# - i � 701Y}71'u � =&MMOIDKMM 7YL Ar FB, 7,ips 'k7?+ld�i3 � iS�F i.La A YrC s r 4w -xe39x r*M sex aar VbNOMAN �U 7iC gOYM S Sd A K%w Do P, luwa %6 13 swx awv - son rem was rr SAX € 11A.17A 9G EX%w CO 6 M5 A vri X 17"Y OM#a Val bfS•�iL inA i��3G11'� � � 1X+T iHX it3: 34 °? °4�`�f CS7� YG •�uYOYild '#�'Y3 3F ik lF vsk Out Mom ILA= -40 00YMONWOM Wo aw Inim 4W wo of its LkA7` MAIM", M! �� } �,ie �Gf SSf£ — — r,.. — — — — s{4•lYII-Yfa#'aFF ...-�•'=�•i#�SJ'4 , &Ww" .o r: ha*e . �,sssa y,axr k L3c7! 't13 A,4soi}if1E WIdU z Houma wOvqUwvUM iLpr M XDf 7eG # 73# ice+ TJU w L F4s � eK T NO LLddG d�L' Sb-�t ar#zi$S F_L UM" t bU3 3'ia5% Alf aiefi.� r vaa � am ++i11�7 ly ,CWX&dgffa A � ,=me}p mM791Krl7iF'M !iP M fl "�"il IG1la - 5f 'oem $ 3SA5R7F'x 3' l iSFA�lG #R W51�? C1l -� N M) jyl m *5 c7'ETw VAPPM VF&Osee ddS'b4rtti+ as and .roe offv" 30a IME" I�lm ton Li s I tax Z7r#44 apt � � rs,r a gwjc. rs � ax ruse use 9-W in tmn as �i �q Tern s,v R asa�Yt 7;39pY a1 RX0 #ti F C f TECTION FOR SIDE ROADS. fffERSECTIO . MD DfI;T"�CAYS JPi a' TY�Pz � Ut 7'77G4 M�X[Rn#R +G ;y'C4 is+d 1P� a J67 7.gil � iltrb le µ+ vl taS x} t?.�CG CO}%# �7. iq�, Y>54 T.2PC� � 7xL artitllClY f�4N4r. �t AFa49R ? S2' ar 1� 4aK !! Y'P l'1bf s 7mog rg bwmpl}n? 35 tEK I H if St L+ XM VU D �if4'aG � 7FSC M�IUPL'JM 4W pp CM� MAM C� --M *kM a X*Am =K .'h'R.7 R.Y5i0RG V $E pm3bm _ scr# ago a e » ai a4ro N reYrr a.AZ ;I rCGCii77.i4Ti0fO� Ut mw "A 7Ta C CMER:x3cl= R =TM L"K a cm 'sw IW moc!XM A O ? :K ubm OMM ub Y Yx fL{ ha,7. M#Saq'ri6. y 4= 704 WIN ♦ ym 77UI *CaA tra U a ij* %M C*4�4 fJGOl9¢ {S w L{ti1#�C bt#M+4 aI EP=D if VLC C 1 1%i7 WP=MW =•<401%ANVa it VkWVUM ff4 it VMW4 '" 4xrtA aP WL 7=RYCrs a aTAX"L" 7 7 W6 YK v "mcm 54 # ;;F ASMfAMiTW 'r `-K APO f UPa rid 3"4fgw M T"Ig 44 »iC # t4 �sach[ rim gam" aYl a asal %ab . SQL }}^^,�[[ �y /�y +� �y'� MAD S, J-ra !SME i�ryLf�Y,i7r a � e �a i !` V/g i Ll Pig t a G i -mm•mo I* ca t Yin mM � � -f»-- m � ,��mm .-j Y .. 7u k C�OCkr# =E TYP I a ADE � eaQ4 RULECTORTZED CONE TYPE 11 BARRLCAUE 49) t'SN {2 gQ �ffs3'i5t7 ;H�r} 3� = i6a-Lrt0 d�-fd 9* '.4WA TYPE III 1BARR[CADE 01KCTION INDICATOR VERTICAL V, RRICADE aAIC, xa r rt2 C;LV* of rcm&a!9 GENUAL NOTES rbt %m to 4Wt6tff. 9 ctu3s Oro L-� VZI;Lo e: ter+ %mviusx cotes , sx s TRAFFIC CONTROL os oaxa cmaa'•r«► t �>IF CES d$raT 3# S7 6 fOL e aotkond �t t - I rr[iln%% rwo 4 nti"fn)r6 ixpo� tk L*wcatw% a# a�Q? €E Of mpmmt fry 9l �'3 G� Oa#�Gscxi# POST WUNTED SIGNS M # Yztan Cc" j' sw.*ad vl4ddw, arm xro�snt dilly 06-am[ei` a -MR U# FAO mo tv *w fetes VF CW# # U P 161 U IF" atrts;do od9m M t" Yowl shmk4rp k uo•3Z c of pf mart. .w ....«........ f3a�'aSic+x qt C¢�ja #f pyfig�pert SIGNS ON' TEMFORARY S €'3 ORTS 1.0'r t9 au:,x s+oa eml bo 1.5 v �� eszs FLAOC i TROFFC CO tOL SIGN 1Cfl%:i P�SrR+.Gtl�si k�4 k{" x Ong Cou!5Tww" w 4z&-pdr m6 uw-zo; 3 u!U =tk� aaEr.�.q 1# raaukrn dx oI W916o#m Epp. a1 afi rsriF M tNVM 24 7# =0 to 4;I1YQtCe Of PFC- �G#� mt�- p$ e4?.:tFaxltw ate # #tioto# 07 th* afi4 Gf fk+4 $2b rains awtk�kY ion Se Ark z5g! {7 Tj# Choi �4 uttilo¢ t2 0401- MoN6. ilORK € IMIT S�j4,] G a cftumkzk3 a`a Eh mU%,atorz iLs� t.Yasy aYharti�af ahaarti TRAFFIC CONTROL DEVICES Lt. t of 35 S iTANDARD -104 .0 — )8 2 A F TYPE v: -NTU Z'l �-L4*% 7 TYPE $$ MPF OR moi # ARROW SMOS. MJD {EL) # TO .1a.#. FUFifC xeisscrarizna st: 3p'� pox 4x a�#'t4 Oh #$4 # YJ.3e Of T4 4 mod: i0MM If 4 T7De 33Y DWMI Nm AN c""Wr#d aYri'+ ogrw trA,cC4 2"0#8 ?OW M CS V 1F 35�5 fe�P Z.F*We Or4Mf.be � * 1 c..�...�_ = .. ..$aeDnaces k o PLM TYPICAL APPLICATIOS Uf 13ARFUCAUES CLOSING A ROAD. m3 i FOGS may " fig{{7 'Vp l 7 CC lr}7477i 7rof#se SECTION A -A S n � 4'rA'i tli�9 TYPICAL I STALLATT"' TEMPORARY RUMBLE STRIPS � 6fi 9 iS4 7p�16 . AOtl Cilia Pas�tnt ftmi ntnraatawkWg oxo xs`on wh twea 4kf !Me e'edv: x. if n f In ", ft�acI;6 es7 attG +y i pxrw *K�.h mpo?s navol psj ry iaat roa?w -M& at�6 y be nra H'�Tb? #r�ex0'y 2E4r� uvo*rtc 4p,"-ay A *-wo of m4 iyore°Jomk, TRAFFIC CONTROL DEVICES STANDARD 7020DI- 15 pyaY@raxtea u* ri+� bc*}-te]S-{f iA'4S•�4}'## Rtf-;cC�'13 � �Y'{EEii•#8 Gs+h3trk�G{Cat �+.'�a d VnsFed T a VVNUP rf ,..�oas SYMBOLS f:e4x k4 p CC*ta. firths w' h�'CtCS�d 524t� an pertu4:a a* �!-'e4'v�tY S't YAeE eraa Be�'r1CY31# Ge d�F7 tiktb f9C?�`�$ xQ�t Txp4 td3 oCea U%4h fEghmm 4"C; 0 FxQ oe r{#:1 rtro{i6: c,."tt', ate. u Fofor #a 5YJi SSA= M'RE for G-ztafia:;- $R 'o0foe uxwz is pros - fCf OD#{Cx7C �id�ro9d Cc.3p? of 9 JS iM DCX&4:lra foe 4S M !E 'k J.&uwyp3 Ao> Esa Fw=d of ks +3 sax ce era %INOn enema a+• p ar xp4 �E rw-xaa ceo wed. Ins lettarv# pdi*a5n WVIC?3 mo E;a $ � k 6 kr d= peek C,imE RAlr . TES ",,If Lm -"=, E3 %d =rp = xbek4Ci Cf }h7L-- gp#tAflof Sri m"h us 7M PWZWMAir e0ftrIlM 1" MM%ea 0 ozw w pW4' #epff8x Eoior tm � WbCn crcC. C*�Ppta * Cs INC*= Ck 4mi' =Ubk-4 j6 RCL h le4 4`2v` r or Low k ki � Vz K : mIcLul 6# orfb#* Fs r•.stara ife3ri. s i Iran-N ovs#aC a ¢d Ye«Jn F.t-.I.k. Q AAassr o.ar# • . M 4A"ftSt#u Vro In mr-"forr aie�aA {�YCsa Ofh4[Y150 Sr&ym G,4 s yssaR: URBAN L&,NS CLOSURE. ,_�ca ?e eacrfor EacFd MIXTILAW. 2W WITH .trrt rs3�ca*x MOUNTABLE MEMN 14-G6 -%"* T b rcr t a to a-. STANDARD 70109—CG A .),I MA tt 04S.Tix Yt ,w� y�@2tttd`.fSit. �y,tLS'7r'S11 ✓rd�A N ,Ca2E s i' � C �*iA� F BPfr79C�4� -`- &4 X4y J on* km PwMt?.h-/+ E e m RSJ' 4 itcQJ� ' AAv ■oe� �G Or is3a ��s-��•l� �rza'i�a}•4S F4pr hli+«7G-7$ cant!'4Ct #Cf4G#a � 3;tFr Sv]lC�or � C p,l t3R S3 Sf n � o a SYMBOLS EM xxk awoa dhpf re a# for npy3Mp z p"ew fow' #ha W t4h fre'lic oamrQ2 a&Xr ftrrlab4b Ce Cry WHN toftf T5'aa FIT WrToodo v-hh #ba Av a0ma fqr arponcoa. '} lad aNK)s'mGC-aSXtE- # J6 r al. S f4 # WgttorR for 2T- n E w,h k6ffitkno coma =3-y to P&:CW at K rt *07 cuxtc*;. VhCn &4.= ur 7"41 k er 3ypo �i #xrr:cc�doa err AMOCL the W :ram twoma 'JG9R m2 y GAR 19W: 4 COR37. *%kr 7 Cr b9rrls�+4a$ "k 6 ct 0" CNMoro. 1¢2k•i<07•i�<9> B'�k4i-X6 � nx= W4 € 1r2w- s�►•1�-c a pOrrFpq�rR t GENERAL NOTES IkS:y StorA .0 to aeod wbgr* Ct {:y" #Fate, day of rkhtr ate+ Cb% aOlp' rat, wprkcr5 or tb0- ectm41as ps;iaQ ?L oea Sly* zak**e dll rp94J' E"Y`. 'Ph4 RiOGX& at gm tra#rtkC Imo � � +,ar wpa. #1k ¢C�6rWCrid Uro "mlf� taFA WWI" 4 3L #SiSr"£M'i C crm4fn k 1 s�aa � URBAN LAN CLOSURE, i-�-4S �tatae sE� � c reaaslthc�ad UNDARD 70150104t •,. •"f� aFk-31SiY8'e-SE �U-3i41-i� , ',g ; fp�0-ga6F49 L of a xae 4►St we ',e!€ AFT TORN � a 0 Rdf4 r duo 5igi 5Ps41M Nag 59�d SF#.Cih' AaW'rod t%r zpW } {0 s--3^ 'A#:r ccd 5� 3bCC' 55 1 sa i•. P yp•[5 315 # iSi4'3 49 CV"j of S A 3# cartSECB fx #9 a4 424�1. s ntl7 Wi611 i»7 pACF4 r<i 60 3= Qt i5 n i Wes w& *73tft 4 a� Typo 14W Tiy" It bl:Mc&N$ W10 asap„ T41P wal .Za#.ton le,9"d ,foy aC. W f or iftn *rcy smo+s lk"M r zt ,y atlt twS am x:fas item 36 K" Tpim, � ra 3S�'} Y.r #Cr Li'C+s#kssx�s iizA s¢G. tori:4 d, .o- x bo'fl*4daC M S ;,4 3M :art?trL 7•a lwfll. SYMBOL 4f +i Grt m $1 $%n 4M W16N} w 3jp"eoett r oft rr A"-� bf owd �..�` s•ar*+m .f rrnr. 01t--r C46 Ce 4fvN VM i`7: Eh-V T e" vmT #reM,- vmtrN &oft s �It 70,VML a o� OR. �3M_ L% A OPL,-RATJO3 n Yv: 7G+ � i}2t}a3iQt'4$ iMGi ERAL NOTES ES irRc Stano�rd 3s csad viwa at O�xT: m. 4ay a* f�S%f.1F r6T4GE. roRSCe6 of Tk94�d' ;IWerfb or v3" to ltr6nq M roorfroa ;tm CP, Wev ;rs I+ cYb-�n 4C40. C�aao 1.. oe {cTonrr Y6J fir]-swa*4A ;C wb {iQ s5, 4 $ftte iEYip�x �p � fly khfJS ;Yo TA.'�1I #3' �.`Aflt4ii L t ii,65SitfiiT L * <l7s54 X s 3[Tciii7 O# 4SiFOt �� ,4diA VS A6#8f'L S#C4� _ S s l76f�4! Agb#Q� YpS?r C ri.ti`C+3t fifr.��0 G9�t5if'Vti?� 4hC �Yfk7 #y pr-pj4�4s prafratra �.p ,aYer� #0 3n �'t�xr#or# R�+L� u�4#s ofl5arstae a,��ri A aErea s € mww* DGEdtoC URBAN LANE CLOSL , MULTILANE INTERSECTION STAND RV 7O1701-05 jTky,rtr_ .,.., w t E. M if ftim C t $ ipr iSF,Fy tfrylE1FiUCt6AR E+`4$lk�6 4 nl-A& n ice gs%�c ,cr.ao o 8 aS3 urxsty afoJ��r� 'ZOO a PR-1Ep3-24q9 Rot*�E[Q'Z{5¢ 3 CORNER CLOSUgE L 4 1 S4�4t}` Fd'M:0 o.b 15L� s6d-13C�2-2L� � ctm rSlo-lst�,, XSFJ. �u'z'zaRa a- +a V ii CROSSWALK CLOD . SYMBOLS iw,. ce" E s eharo. Gt �x +la,y. �gGaaY+9uF Yr'4�l1C 53o*+v�:ram* � �{ te; Gn 4a . ya7ero z9 REa 53'mx"k m l E Qi}ZR S 6m �CFrEa4Ris Gr #'4 aNJiE ba $i=C Wt VW PCWCOt 07CLW;AS . of rrterEOG36xs T4 G9CEt C Of i" ObWWC+ G4}. a {fr 000 } # R#'t S oew LY.ere me #V', aw6 ppcco'F 4 C7rCeb'. 4Es# sss ata #o eratos Ca a6 a cx�mf+ ^ 5d CL4 " ff7u� 40 C W "W .'�•p�y r ucye uaaff vruw apa�aGL�k of r�,a aG#w1 rsuros. i i /T i R 4yps 3F C.g'F aa4 . Or3d FHi-$-JAD 0 OLdt ra;l bn'&DES E'o" # jmE for Pit-H0,401 Adw CM37[7iCt6xt [ir4jSS� ** omft vll # r a*yw44 Di Ax igNw ceo In mIJA01ars Gmc ,TV road vtrk sf�zYiES s+x�*rc# tr�le#4 o-tixfrho �w4�M1 LT .« o-h4r x�vs�ua LANE CLOSURE MULTILANE �'`w yi•i-o �sw4sa sty-e rEt4 lid 2W CROSSWALK OR k � �20 �9 for e�ht7prycrvGO �,1.1 LEii a:+ri} FOR ',, SIDEWAL9 CLOSE �}� #s4� Uf'S?!Y Mh=xr' praxaofs )AID-BLOCY CLOSURE S=E+ea �rteen Exrr�eee�a +� �rw a ----- ---- STANDARD 70'101—D3 I TP aL. I CITY OF EVANSTON BID FORt SECTION 20300 RESURFACING OF DODGE AVENUE (11-00-21-00-RW'i S-1103) Bid Number: 12-16 1.0 i BM TO; TRZ CM()VEVA-M O ' 2100 ridge Avcama- 'RoomQOD Rvaump, iifi is 60201 f' e�lfiercalled "<} ' EW,. 1,02 DID FROM, Amx(w R*ad (;09Strrkxoti.on Company .................... ffeeein;, fter cal i "BU)DE ) ltd�3ress:3 40 9 S . Bus Se Rd . r F . o . Box 334, lit .�. APB limber: ' (BI 7 } 4 37 r- x Numb or: 847) 437-077 . ` I%D Bid&rr, in is a %VW1 the lnvimtion fbr )3j&, Jiavi�g camfully cxamimd thc� Drawings and r oject Manual withxI-'Iwed tiro as amd 1mving viAW tits satc of xbc proposed Work, end he lx Nmi'Har Nvith all of ft cxistiugcorditions Ro linxi#atzonsuuzx`oamdinthf,cous=ctimofthe propt+,';cd proj,z . incW&*g ft An-chlro of t v gro=d, subsurface conditions, Om obstac;kt which alay be eaeoxltxtarcd, fa t mrcactims, �md all olbux Tekvant nxa l= CoOncer Ehe wwk to be, P+ dom4 hc�by PROPOM to isc�o eve** irtg rvii ed to bp, perfor=d, uld to providj� 241 labor, zxcocs%uy tooU and equapasma pondabi- cquipwmt, g1t applicable p emus mad tars and ems, and provide ail utimy arod trmzportm'.on services v css; x w p��rfb m and co �ietc in. a workmara6 mam= thx Project in accvrt -amo vvRh ag thr, plans, specifieatiom aa:ci xcbtcd Contract Diz ca monts as prepued by the City Of EvaWtooL , Tho undcxsipn :d bMby ac wlodgc$ rec6pt of �xvatioak of 13 ids, Instmo6on to a dcx , 44=01 t~c�uclitxo� s, Dmvir, otht;;� amd wimowlcdgcs receiptof ft frillo%Ang Ad&r.da; Addoud= No. Dated dddu=c. Dated Aditwum No. w � Dated Addki kdvm 140. ,fetid ."....—w,— l ,05 G B i W, s TATWNE S Al Tbc un4tisipcd has l�)od A of the Epxcs wataxa&d i�, this a:d and err md=Maads that tba der wila Uot s MV0asible iar my =00 oz ozaazr,�iom mz& lklaia by thr, wd:ca;siPC4 B It is aza+dwocd t q�r, zisht xs a servtd bytl:c Ovgmc r to rCjmtany 0x au bids, to waive aa infomaLtyi- co tctir Ehcrav4t pod to awwd a crza cz fsaa u�y Mart ssz � wad or roc �'r o�rc# a.s � xvl ic, C. TLC. M&gipeddr.-,1aresIhAtt thisbid WmeMlymkthc>a to i l bcha 'aftb� wwed &W and to Uly biaad the wmrd Sm to alb Oxt, mditft<xis =d provisiow th=z0f. D It is awc4A. tb a no P=*S cx cozzp=Y of'hGx ill 4hc f z meted baiow or as Qthvr , e, i,14ratcd 4,r4wA r b= =Y kftmt WbAtmVor im this bid or the Coaatract that my br, cntm—d iaato as a 37cskxlt tlaraof,aaadthat iuall Tc fiipatsthebidii~ lc wad hir,;WbaxzittrAiingood fiit�, ' o-WCODtaAmor a-4d. E. It is Vmcd that tl .deoig ad. bps complicd audlo>i w U1 uo ly %idt au caaoc,�g UP,= �aadWM QI Othcr local, M(c slid r 0oaai.lavm, and thatno lc l raquiremmt hu bw4 or ava br, tiolatcxl iaa ax kb2 az 4ccx-,Ptbag thk bid, bl- a;vrerdhg ccw=tto bim, amdlor ixz the proaccar60a of #bc ork cd fblratmdc". F. Tobo sib ada*o=fide ,tbjj bid-ox.rstbDcomplc?rdL,fan a arto a»3�'�db����;d�d vsit�r a bad bmd wbt-4xaquired- by Coz tract Dow=aU or Ad a:da. Whcu altemato bi& axe x:npi trdby CoxMa act Dom=( ais OvAdd=da #liexc#o, #be t dais si acd-pmprasas to pe orm attea'oates lbr bca:cixz s ted ad adous to or dc&iu flocs tlzt s#atad Bmcd Bid. Atut d dm ioaas i.�)uac a x odi c t3a> s of vT�rk xisar iut xal w0d, bw x 10imto pcd byim"mo£t1 r, �Ccx-ptuuc ofaltexxi zs<. 1.07 AG�IT A. By R6,ai Eitag taxis E4 fhc mdderai rd Vets: 1 To Wd Bict opm fear t y 60) days ftm subazx mi dec, 2. TO eastcr a, =MW a COnUact wfth thc CesarwitUm fakat. (34) days a#tcr rcrti g atiro ofAmud fx= lb-, Ovmcr. 3. To ax up the work ia;1=xdaaaca with the unmUd cmb6= 4. To J'**rtV, lbo vraa by tt:c fi= st ted in tht Cmwzl Cmdiffous. B. 'lac C7wrmTtho riotia vgcctauy aaxd alb Bids aM to waive azay #`oz>x .iks -k R ddixag, 1.09 MMULS A,. Seee Q==1 Conditi s f xbgt*M schc&k of mmpic,4oa dates, . The Bid r b. by oposc-s W fxromash all, labor, avatosia3.s, cq*zn=4 trx'w:porttlion, axad fkd-Wat ==naxy fx ct xf )C(O, ki a 7mbMaWRO, axa=cr azkd hi aWA-mm. with thr, vmtma dcaerxmtax na eoyn�tr,ctyofy v+�az��R k id vny.�bt;min for compexrst#�oaa. inauvrdawc with the fo,�iowi ore - AM 1 no =dmi sa�bmits thaaftc 7 x3 UMPPJC G LIST .ttachme xt A) to boperfara d as aho7mos 6c `aaas taws 'bed tine. i�ica#i aas,ladOgre that,itcnacOfvroaknots cci oallyaa 1iOZWAiaathCS6cdu?0 wbicb, arc z c ss znd rq*ad #a co"� We ft donainci&reol to and aspaart cfGt, %T)k -for twbz(-,a a unit prict is gtvm, aryl iawl t aads that zac a ddili as papumt wM be =& for m& imift al wo& ;aR pdccs fOr iladividu a l liaat it= sba)l bc� ascd for Thu ya p�cct°s sc Gd e of Vah2cs, Pay appLi=.#iMa "ma ww also be used to detenaai w O,e =oust to ADD TO or DEDUCT MOM thy° aaxatrart LUNT SW PUCE t xop;.rly aathorjrr,.� additz&V os 43o1&pCed wor3w In tbo "ant of ohnRgc to ft ' 0Oatrzft;lc coaalr:ac*or sho bc-3azaaa4f"d W ri ercan is as t lax tiaui l , t-05, As Bidden Aan masxVuephwai' ddci ss. actmi woa€r, itex ar-d uualatities for tbz Work involvcd for b9d znaysis by the Ovmi , BM S13CURM coi 7mWp�ny 03 s bid is a b�.nk &ak bid bond, Caswu'a 011=k or OzXed cltzcl: as suety is ibt uro=t of not leas ib Eve pei t (5°/o) of Obf, Rotal BO payablr, to the City of F-Wx slm B i. d Bond lift bid is ucv4pttd and theign,,d spa , 7'ttfl toew.uty a routrautaind00 ztract =d as iccquimaitis 6reb avr4dt tileRmountofEhoohe4kordz o;�bid&er b DaiI!;kRx;tihfta im Vom Ihmof,,U1 beo= la petopzrt3l of lba My aid sltaU bc� considcmd a� pay=x1t of dsm grs due to dewy iaucl othu caw;sutRzcd by tho City btm'Se offhv failure to oxemm saidror*act d cow-=tbond, othorviso sa:dch or draft �Wbaiotumr :dto the md'-'r gned- A"1 TACH BANY, I3R.A.> T, DANK CAS R'S COCK OR C )) CM Cl . xt thatwmt tit oac cbcd' or draft is ix*aded tv ,ovcf two or woze bids, the amoxtnt Mmt b c NPI of tbx - bid mx&jct s of tl�� jdi dual =dom covmze+l, t3tc c;,,kcwdmftisplaced on analhcrbK b4ow,?Imitruaybefotmd,asi'oUows:The cbcrkor&aRWO ba fotmd 0 tbe bid for .. Y (N=ra£lrorC�} {1P�ujac�ir si r 1.12 PLRF0WA C:p. AYM)FNTBOND Thr, 1atrc sig.W bidldcr age to 1rwWa k erfornw F. oud =d P aymmt Bond cudomcd by iw' sv*m PRO s s ik as this Sm-ty Association of A=dc a. tbe, A=er Tt}. 6mr, of AxoWtecU (AIA fo= A312), or tfte Xsiso6aW Ceaml C=Irntors of A=wica oT- acm7tabIc W tlsb Q"-rwdumwith i;—ft smo=t of 100%of the C'w)tmct SILM (Too V,9W laid and all Aerxpicd alwmativeS and a djustwnCvLn), the '-Vod ofwbich ok.,ded in thr,laid. Cost of bold f'rnr cbangc, oir&r is pctccm of change axdcr cost. 1,13 LIMAS DAxM Thaim z,5i uorl Bidder v r &mwLn s kmd apees to tlae provWoas#a#cd tzttdt z "£ IQUEDA -D ,AMA S" ii f-ID Gox e l c.ondaifi s =d sli�ll b6 =csnd at tht, V ci, d daily'ratu f'or cw* calj�A$ar tray Qr partial calcrd.'f.r u'aY Until carOpICUOrLa�: dermvd hmix�- mp,wowinp;isascwwiu orsubstitift r=uTials7pmposeto7•ira} Whontbfsjob, wiL3x .6di c=ceinp o. bcing gd&d to or deducted ftorft Iba Bssc BW- 'iaa $asc Bid ir, uradmfood to itiobida only tbow itcuxz whit,b ate, do-mit�4y *cci d by Uadou=u o otbc3rwisc. w-dmtmd sbal ifiaa Rr:ctr s}al# rraaa is indimwd' 6M �- srlt'c AofMaieliAs is optional vrztls ft t3'a =, rind aPPro"' or r0*60a of #lte st bsfibWM below Mll bc: itd.ica#ed prior tO sib Of Coirtracls, ............................................ �. ......................................... 1.15 DISCLOSURE OF OWN)MISHIP MTEMT(SEE A.TTAMgENT 9) A. lbo undmigaed duly rworsx d oses€ aid says on 0A that ft bidder bag be20 discllzmurcs of Omcssbip inlcx t and thr, Wox fio)i pm idr,4 baercixx to t%o bcm of im kwwledge ie cu x t axxd paid mdonipcd ]sas not enured imo aiay agroemat -v t% amy othr bidder or prosp"tivo bidder oT wiffi any otba;� parxora, Pima or corp#xzkfion xt"lafing W the pace ua=d ka &iid bi] or any othor bid, tzor aty a, p,=mt or an-auppmmrmdu vbicli anypcx.�,ons, fir= or corpora faun is to xcfrAi fmmViddin , mod any ag==srt ox aaaDgemunt ft> r any act or ox)jssiom in romaiaot office cowpcti6m =Ong btdd= saki has rof diviclancd to =y pmcm), f=or crkzpm6on the (0= of lbh. Md Of ft Occrsarncd her -cam.. TLe Bjddc�rimst camp?ctc the k clo,=c of Owrmbip fo=a cued h-r o as AttachZ ; a V. 1.16 B 7 1 l.TM { f} t 3� A. SOLD PROPRWOR Si ature of Bidder= SUMMED AND SWORN to Wom me #his __ dap of - - -� 20 .............................................................. o ssion ExO=. .......................... B3 PARTAMIM signtwm ofA u Pa ors: .4............................................. w ............................... Name ibavc (t pad or i-Mrd) ................ asx:e al,*Vc (Vp a� opted) ................... ............................................ amc a�bow (typed or kitcd) SUBScRIBED AM SWOM to bcfoyc sub this ray of 20 W iot�y i'as�riic mmi"3oa arcs: C. CORPORATION S as ofAaxxbz t3 6ai. —7qfyy, Title: (If otbc:r a= tlxf,- p=WCX4 attach, a e'C cd Cosy of #last soc m d C o omwa by-law Or other xUdza&n by thr, Cwpontiwa wh;ch P=ni s ft pcuolL 10 oxecuta the offer for ffie £;orponticM.) oa aza#c Oaj) Aftt _ �t heel J. sZmon ANDSWOwtobefore o this ] 9t -yofAp1 aA , 20 11 �axy7<�uh�ic Commiggion B kci , S/ f 1 "(). F.AV �Rre �yr�r� �F�vrtl , A. Pmvi& flrzet (3) rd=Dcs for wh:rh yctar lirm has �oaaVI d wozkof 2LqimU1ar 5c pa i'a Sze past two years in 6C etc of mjaoi. 1. 4 . See atrtrachod references; M*,= oa�.ct caaoax: Mum; p.ci al�:e; C'ootxt Dales: Arrow Road Constmction Co. 3101 solith BI) m RWd - T"D, BmR - t prorpmt 31 killois M56-MM Mme-. 8474137,0760 - Fax: 84.7,437-077P Alp:3qWn Plant Mou, 847-658,1110 Fu: 847-7sa-097 M U NICIPA L ITY P P OJECTS COM PIL ETE D IN 2D1 0 Mot Phq)m-, W-789,600 FAX: 1847-70-6697 Arrow Job CorftaCtAMOunt -tis,4 contact Ancirew tM[Omict 229IO a 0 of pscl3ffne .... ... .. .. ... ............ . . . 20 1 G 6treet Rosuftiatio 1536,424.40 �047� 368.7600 Joo WROMUK 23310 prqFm $2,016,52B-7-0 070-560 VMMM7 23810 gjyt of PZFR RWOO 201QMFTVi)r1otmStmkft ........ ... .. M41356.62 t� I mitcholl 44 318-554565 . 1im 2010 Vislaga of Gf(;n Et€� glomood, Cr*c=A Pkiwip Lot $'810.944," CM) 5474512 iabr Ram 12010 243113 ["a Lof CQSuk1LzRO Stropt Resurfarfur; ErXrm $666,606,93 .74220 Many wma 2SO10 Viflage of Noffman Esutes 120 1 D tmet ReAtailj;rml Ion SLO99,624-10 18471862-9100 25210 V?113V of IZIR Grove 12010 HMA Resurfacinp..... ,., ",-. ..................... -502BA97A 734-0046 1.'".. .... ........... ....... On 0, Yawors 26110..... . . .............. PalatimTtp Rd Distft "10 A-aItPavIug . 9471 OSS-6336 ..'..-...-..-. bnguml Vllwab 2681D 6,1399 of Ar)fWcpn Ho1q!Ls_ 2010 MFT Stroat ArsconW. 1 8#8,70546 (W) 304250 ..27.310 — wluga Of Carpentom, d1fe ZOID ERP Resurfutl Fr rm .s3' 6,907,01 (W -3176 276.1.0 V1.1.190 of Lake Zurin V-01ago of skoma " " 283-70 /C Ity of E(gift MID NO OBirt,#pn. %R11riqu of Marton 6yovat 2010 Mrr RmofttmcOon =1 103V fS47) UD-1690 Koslmr Am & East Prairict R4 wm-e (Wk 673LO 12010 Nolphbortmod Rc!;urfacinq j_J4 82r3"88 io!�Opn ktvers ;"71932-5053 I 24I0 Pavemont ReSur fgefag $869,601.63 (847) 304-3400 pr Fam CWHis ILIL4D Arrbw Road Construction Co. 3401 South BUSW Nad - PA Bax 330x q, XQ=t FwpaO, WMs MGSOM34 Phm; 847-457.0�0 * Rim W-W,OVP A;ppquin PLmt Phono. ft14%4140 F= 847-706697 MMOTALM PROJECTS COWLETED )N 200 OmpmttmM3 pUmt Phom 817-783-6MO Pax: 84.7183-997 job # nzxioaVOW Oovx`aolA,�,oam cont=t 10909 VI I lage of pal4ue Various stmts I S2,02A,901 McpubowAi 1 — ,—I.— -, . f t4 7) 202-6201 I o�M IIW�rFIk orov 2009SUT�csurfacuig 879,794 Tlwmas J� CC6 . . .. .................. ...................................... — —_.j (847) 734-88(* I I 70P Vjfto of SkOdo 2009 cs 61D& P-rogram PaW Rym f9d% OTZ_R',)Z I 12609 Map, of Park RRgc 0 . 9 . V - i . I . I .. f .. D. . Nark M09 City of calvc-moville 399a,293A Kim AI=Me)� (847) 319.5810 2009 Roadway IWprov=,xzW 518,751 WH KImbl- 2009 SUODt grog 13309 Village OfHo� R-MZ" 209 StMt RAN aeon 90408 01fam bit'l Airporc (FA7)478-9700 S694,718,00 Ed Szydow4d - (847) 554-31-76 U,239,9_ 73 Marty Salcr . ac .... ........ ... .. .. .. ... (847) S82-9100 $ 2,341,613 ROS�i Gon"tmrs (773) 287-7545 1700!9 VagnTl RIe of Adigtoo nigW M I>a eslafacing st�R ....................................................... .TUZ6 (847) 368-5261 14309 villapof WhOOIJAP, 2009 strmt provan $985,927,00 Togy Stavm . .. . . .. . . . .. .. .. ..................... ....................... ..... 7} 229A00 _Ja. 17209 Villap of Axlin&a Heipj* 2009 Stma R6ab#Jitafion SZ,207,530.00 Edget Sawa --5261 VOW amorlphaa0ve 2009 St w R=r5(;izIg $416,273.00 Rpm Owngbam (847)470-5235 17309 City of Ogia 2009 Nei d Rrsafadng $907,549.00 Y3;;h_ Evexs M7) 932-5959 21109 Villa Park 2009 ERP S370,264.00 RiI Samo I C9109 viljn� of RO,%-mcmt 2009 Su<;,A RoAvA-Wins $265,606,00 UPCII . ... .... ....... ...................................................... .... .... . ... --- (847)123-0500 -an IA09 IL DVt of- Trampmtafiwi Cw tral Road— IDOT 963; 90 1 Imad ShA .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... . __ , (847) 705�jL6? CERTM, CATION OF BIDDER REGARDWG (Only if ontn-'f Exc ds 10,000) .is o aWa is mT&x d pimant W Ex=dvae Order 11246 (3D M 123925). TbS inVlcmcx fmg rules ind. ro Xhd0%provide thatauy bidder or pmsp=txvo contmctotr, or any of#l3�yropczed submat3racton, �b stave n = u iii paxtofftbid orr:P#saU0;nof eraspargoipatdifamymvious =,tmtorsub ont ctsubjectto fha ct F oppwunity clause; aad, if'so, v4cther it has fil-d all compliatce repoM duo eider app�oabic iwtamt tow. Whew ft rerOficatim Wicato tat the bidft has pot Mod a cowpliazce rcpoxt �Ue met applki bia iwtw(e60m' s;116 bir do s3xa3 b c x-tgai d to submit a compliajoe iepoA witbin s vm ra zsdar &r Owz bid opening. No contract shRU be wNa0ed waiass such repor! is =bni #fed. 'aA idress of (lmr d� .. Cods) ,� axca �M Arrow Road Cons;trueti.on Company 3401 S. Busse Box 334 t:. Prospi�:t, IL 60056 IRS EYL I.D. NU�M1: 362 ! 403 1. Bidder hx rs pallicipzw pax a pl;vi ' o*Wraot oi! ftboo r t i a,jcrt to +o Equal. Oppo i Chase, 'des To . FticTic = has filed all canvli-4u= mpoiu d= index appEmblc iwtrwtiow. -X-Yzs O . Yave you ever bm a or are you bdmg comidcrcd £er s c-sou dim to vio3atial aR=Utive Oxd�:r;1246, 0S a c &d? Name: Arrow ofpany Ti .e: Harveyj . Cross, Vice V ro�sidant< 0 VI Illinois Department o r r�spo o Schedule of Prices Route.......................................................................... 0unty Conic Local Agency !tv of RvanstoA ............................. ......... ,500fion PW-M-1103 LtjETURN WITH BID I Item (For (,r plel Infor allon covering the5i� i ans an(j peciffoati 3;) _ n. ROM$ Quanli€ � TOW 'um o�ne �}1 i......... a �.. .............................. ....... cki .................. ..,C. 3 Earth Saw Cats of Tme ow(root pruning Foot 1 9LO `[ ' �� ;4 M l Pav= t marking, g, m LZTI r5 aild symbols sq.ft 600 S. Tbtnmopla szk pav�rr "t MaTkiniz Line - 4" � r�i...... 6+ 05 � a19 r];y�r� ,r`�r5x/5 - r" t 5.�7 � Y _ Y � '7 I --------- y��x��r��'�ffo }]44�a {s j!`� �{� `vp �o}ay jz�1t + YAa iopl,*tit R a}�Y!A.{w Wi. im_- Lino ^ 1f,M� --------- ------}----3-p-___-__--_-_ ............................................................................................ }y1�'t#� Foot t .... yf0 ,i20 .4,....--------- { {.4 - i4 �'i ---------..w.nmm...rJ.H..r.,..i.. + y S y--------y- Dckn�toi Look � li5c z�cr�t POOT 1,750 t rleanWa13' at+et°+ai, TO 8 f rpmpoma r Ysa ua d ........................6C�0... 1_f ... { ........... i 10 Fumis n axxdFlacirk.g Towoil,aF' a • d, 2,800 z -r ' I I 1 o�idin - alt Tolema SR' d. 2,800 12 _6grptac Rm Cburse, Type 93, 4" u��i•`� ci. ............... � � ........... +�? �� rA t �� qo =Sq.fd. yya.laseoSiFuse,yy�'�'�,s, WSJ —5 35 i ous ater ) (Fdx-m Goat) Gal. .. �.r � � •�, � 16 Agvey-ate Wri= Q� at) . n. 17 •---------- MixNz-,e for Crooks, loitU and FIangmays ------------------------------------............................. ................................... �.n,��r Ton0 �: ------- ----------------.:, { '���3.i7•{] 18 --------- Leveling Bex,(MaehnrWthod)N70(1L9.3wm) --------- ----------------------------- --- -.. -.-...... ...................... �'a� 1,100 19 HQt-Mix Asphalt urfio�� C:OT=.- W, ix'D", N50 (TL }.5Mm) � oa 1,7001 24 Rkcidental Hot -Mix +A,splwt wfai k-V � ' `on 20 .... ..................pp.................................................................................. mw..�,..,o,..�':«« t'}jj �.. +}++�� yG �G y yy-•��___ iC i..�rii��.WOLjf i'�. ,Ors CC - --- s..,.... ....... ......... ......... ......... ........nn....n ��++ r Sq.Yd. .•,/y f4" '•.,nn.�..54 • Y.l r T, 3 P C S,dowalk, 3" Sq.Ft. 7, 0 ................... ^ ....Fib ` .. . Hot rMjx. Asp alt Suface Rpwoya Lffla gtlj 17 th) . .......................... ----------- �rMr.�w....... - ----- - ------- q. d. -- 19,150 - -- --------- -------- = „ ----- 25 Driveway PaVnftv,-n! Rmoy2il 300 i. o 26 G zb cmovr Foot 4,855 n r 3� 1, , ` I�,idWa3C LTiZbvlr nn ,'..........................J.. 4` C 1i f3 Page ToW (To be carved forwerd to Fags 2 � Pagel of 3 13M IUP? (Rav, VW F*rirta4 ors W1 € A 0 Illinois Department f `transportation Schedule of Prices Route I ounly Coop Lal Agency gyarsmon. Section F\V- -1103 RETURN WMI BIB car rorr� �c o 3i for tion cov N these items, 000 plans and specific Tons) Mem No. ............................ lfem� VFLK Unit Quanatly PFic� Total 29 oId Mix Ton 30 i,1 's R ratch'�'s, p�cL�t l" (ES) 650 3Z, IAIds, TwA, Iis I Fri m ;, Opm brad (M" Dcwb ; L - . Each L t t t a A, 00 33 X, Ok 3i1i # w ..... BNh -# l . 34 y #cox Pa�u�s Toc .di:xst�d _• �a�� �� � �s �� , � �.00 35 WeUTo BeAdixxsted - ........ 37 h CapacityJvb-,ts To Do wcaj<d, sp> cjai gC�l m.....-.i ..,.L..ki 3S CO'h B�isixis To 33e NCo=mcwd Enh I 39 Malftl To B ;=Usuuru iCd � Bz:(.h 4 40 valvc vaultto be ReConmxww 41_— F txs aO Lids to be �d�ostc �cciai � �a� .7 � � • oa r � ��, oc� 42 Rcmi ,vVM jzi�ets c _€ 43 Removi�ig Valve Boxes c H �4S Fmirms o4d M&, �e-1, Cf o pd L, c {a [ l*r-0 6 Comb. Cone. Curb & GIAIO, pC 8 ,17 �AFP- � od cd) Foot 6 754 ���.s� Aq. � 47 DOcct to ',�airu 5 SAC ,i�E. 4$ Brick'aYc'S tova;x:d el,arrxm# - R- 3014 - 49 stz`c4t m'.4"Piag. m^ 5 so uppl;=MaI WatcTing UO to / { 51 C �a ii cssazc SignCal. IMO. ... 12 S 14, 50. Go 52 jmporaxy Pavcxnont a�kjnp L*4" t 4.000 F * £S ,- 53 TcmpomryPaveimsi orpa`�� .� 24" root 400 54 ��w-k U� m PavBli a dXkiig RCmOvol Sq-F 1500 ...................... ............. SS -PiAVc 3c t a xt fi� Mvjal.... ......... .............. w SgYt. — 3,;0 r i , ,—S , 0.-Ag �.n W P,g, T`otal (To be nkcti forveefd to Page Fagg$ � pf 3 $i#� 32��,7• ��t+#v, TIGJ} i 0 lllinoLs Department of }transportation heftle of Pricos Routo I rauMj/ ...----------- -- Cook i 9r l A gericy City of Eva rkston section i'W-RS-j 103 —ETk --- ------------ y{.�Fyy�vp�i/�y-/��-i��y1` /y----+---- j y�y�` j�j �` /y�`y {`y1{+'y�y f {� complete complete Fl ii�,. rmal'b f i-,ova ng U141 a Hems. ee 7.fIMS �+ e y �y{� and and FOR- f atiol5s)--- -- --------- -----------------(R>r ft "a'k No. Items Unit Unit Quam€'.y price Total 58 Traffic 4'Onf rol a aid ProUd ion w _ ....... ......... ......................, ' s 3 .m—--- ------ ---- 4.. — }+4 { 1 ,`the undersigned fuf1hef, a9fees that if awatded the contract for thOl hod in the fo�!owjiig lie will pWwn the work in a ordanc with the of each indivWual pr-OVWOl for !ho rnuitlple bids apecified 1n tl�e schedu[a below, Schedule of Multiple Wds - m.............................................................. �. om rya• 1xOn5 rndvftd 'In CombinaWi Total o t.obf N................................................................................................................................................... 'age 3 of 3 Bi,R V222 (Rev, 4i4)53 Print" on WWO9I �'4f,1$ MIA ATTACHMENT' WSRE OF OWNERSRTP JNTERFSTS it of va m rdina co 15-0-78 ztquiret ag pegs w (APPLICAND so4dng to do i>vsiness with the City W pmvide the fro information with fair proposal, rweyy questiom mast be, answex .. if thD question is wt a pUcable, answer with'I A.". , 1 PLIC NT `ANM: Axxow Rvad Construction Company APPLI AmrADDRESS: a401 S. Baxsse. Ltd., t, Prospec,.t, Ida 60056 TELEPHONE NUMBER: (847) 437-0700 A. NUAvMt (847) 437-0779 PU ANT rs (C4eck Ohe) 1. C'o orm nor. ( . Pam- 42�rs,# () 3. Sole OwDer ......................... . k- air the followinS qup.Wans oa a separalc attacbedshwt ifuwe=W. SECTION I m C(?QX&UPAN I . Namn and addreascs of Q Offi=s and Dirmtom of Corporatiom 1726 KeL7 Road Wheatort, 11 60187 Harvey F. Gross- Vice Presideat- 8240 S . Fate* owiona, IL 6 1074 Michael J. SaLmmof.�- ecretarF-- 30i�...� . State Str., Veit 4609, hi. a o, IL 60610 a rx 3 #i . t.reasurex �- 1441 V....Lane,...-Rin .sdala I,L lb. (A=wcr only if corporation has 33 qCmdw sbarplwW S, ' arks aad addresses of aD lose sha hD1d= ownhig shares Nualtoorin. "dbes 6f3%Dfthe pxopo ongeo rzm p l:er,�twd e po=ntsge of shamhol&r interval`. (Nolo- Cmporaticas which submit S.E.C. fora 10K may substituto tat slat ent for 1ho matefial TNuked herein.) 1e. (Anmtz only if wrporation bas f wcr thm 33 1aa halde=-) Names and addrossos of all sharebold= and pmvwlago of ,tex-est ofcach hor6m (Note, Corporations which submit SRC. form I OK may subsohft tW slaten=t for the material INU(,'Sted ein.) johq F. He all, (and Rel. ted Trusts) 99 SECTION 2 - PAR`NM W'1J)NT VMTURlr? a•* Tho Dam% adds, and pemenlaSp of interest of each pad= vwh sia, batcreuts dxmia, wbc4er ha&od or Sweral, is equg to or in exmss of 3%. IA b. sso6artious; 'moo nam and addl= of aU offi=, dir=tors, and other me N)% or water ia#efest jQ - TRU 3 a Thmt nmbcr nd i s6 tion- NIA. 3b. Name and adds of Ltufte or osmte adwiBi tor. R/ 30. Trust or estate brmeficiaks, Nam, aftcss, and per euta p of jntcmgin total ea6ty. !A �...... .... .... .... ... ................... ..... ...... ..................:... ...... ..... ... .................... Spw'ify wwck if my, intev is dimlosed, as Soction 1, , or 3 ara being hold by au agent ew nominee, and give the ame and add. ss of principal. CIA 4b, If any intemst na .cd on 1, , or 3 i Wng held, by a "holdin �a rpoxa on or other IIboWWgII ufitymt =iziddividaal, slate the nmes and addresses of aU pardes holding more a= o 3% iatmst iu that °° ld'° cogxora n or outity as roq&ed ia. I a), I b , I (c), 2(a), auto 2. 4o. If "oonstmefivgatml" of aay iutcTatiaami+dix SeGfiang1, , 3,or4ishold by another�ty,giva name and address of p&Tty ve x cwstruotive Wnt'rol. ("Constrix0five control" refM w Contmi establi6ed dvoqjivotizg trusts, proxies, or special teams of vontme ofpaftev.hip agmmem s. VA ......................................................................................... ....... I hav not witbhOd dzsrlos= of any inferea bwvm to me. Wormatiba provided is apzunm md cup aT. Dam 8, a reoason Preparing 81afm=t k:hael J . aialmwi, Secretary TWO ATTMT- C40& Ar C,,� Z�t�G&j (Seal) Cho LP-0 Ofown RAO nbft,staw01IMr?4i8 my Coii3rr 5*ri ww ?WM013 S MD , : Affidavit of Joint entu (M WS1 ) 'axis form need not be wbrnitted if al joint veawr ars arc UBs, WBFs dlor EREs. La such a case, a wduen joint, ventwe a `ee ent butwo x the MBF, WBE and EVE paTfn= mmt be submitted, In ail poi; d joint ventures, enh WE w YME drafter must submit a copy of their currellt rtfficafio,a Lettm F F MW wilI be verified by the City of Evanston. 1 in£ormtkin re"r,5te€i by this Sulmdok lmuzq 4p, amwered in the spaces proviftd, DO not realer to yoM' joint venture agrecx w except to expp0 on answers proyidtd ou this form. if addilionO spice is r quired addxtiol3al sbeelj� may be atlft'60, Maw nov. the City of Evanslorx r erenco 49 CTR Fort 26 to ewtluate compliance with the provj4am ofSthedtile C : AMdavit orJoint 'o ire L )M tarn0ofioiirtventwzr ' AM = of joixrt viittui::.x ,� .................................................... Phme number of joint ti fy cash RMVBE/SD9 Jobtt ventare partrier(s) Hams Of Addmss- onwol poison for maftrswr=mins msmmt '=Priam : entify aRcb zro�13Xfl:Xoflat vci#urexa�rinez {s ........................................................................ . Phone, _x.: OntHCt PCOOn foar Matt YS CQUCerDiUg NBENYSE COWP xRUM Describe the role O of the MW. WBE nud1ar EIM PastWerfs) in the lointventure .. ........ ......... ................. M A%aclx a coley of the;oint venWre ( ) agreemc3l. The Jv Rgrcment ! fha)I comply with 49 CPR Part.2G s"IWA 26.S5, Provision (h). 14 older to deinoxkstra.tc Ox IMBE. W BE or EBE johA Vonu= parlrker's s 'Vt. in tie owuasbip, control, and maraagemeW rtsponsibiljfts, and thtc P'arlmr's di kt aid profils of the joint vcptuvc' tho propose joint veMwra agzee ent wst iaclude spccifm dotaih r0awed to; (1) W� zontdbuttm of i*pil�l aad e"iVn mt; (2) W'A- stows to bo p4,Tfomd by the NIB FA r-Jl' owrx ; (3) mrorlti items to be prrF0nMd va&t the s pp M5iolx of tiro iv BVft=3E joint venhue, partner; and (4) dx� cat utir-cut of aMlxag mcnt, isoz atd operalive pe omci mployzd by the MR B to i, dedicate 19 the periomanw oflhc prrrjict. V Olvmrsltip of the Joint Ven#orc What are tho pore agc(s) of MBBJ )X WBDB ouinarsbip of ftjoint } cntUz4'-? i Br.Jwi3X;V 1 E owncxslkip p rcent,�ge(s} an- EFJwWOE0wrcrsWPitorcenlazt(5) A. Specify MBEAVDEMBE pu=Wzgrs fQr each of titre NlOwin rOAde nVrativc dcscxiptio= aid other detail as upp9icabie); �. PTOfit =4 lo5s sharjnw- 2. Capital coz V b"OOM'. a. Dollar ainom s of initial cozoiWi0a., b. o iU amoiMtq of ftW iripatad On -going c�r�tri�urio� s . ContTibutions ofequipment (Specify types, qua Iity and quantities of cquipmw to be provided by hjoi it ve bire pa er; Other applicable owacrsbip interests, including ownership aptions or othp-r a x ements Wl'ich restriet or I �nit o nersbip and/or control: y 5, Pmvide copies of Cl written agXcemcrits between joint vcntuM par n concerwng this project. . Identify ear,13.current City of Lv=vto]a oontraot, and cac,11 comma completcd during the past two years by a joint ventvrc of two or more, fimu Pwicipating in t1lis joiat veature: ..V.,�.......................................... .................................................... n.................................... , L Control of and Participlfion In the joint Venture Monti i`yby name wd firm tixose i-xdividuals who are, or wii1 be -yesponsible, for, aTid have time auftrity to mgago in the following managMent actions and policy deck -ions, Indicate any IimRadom to their authwity such as dollar fimits and co-signatoryw-signatory requiremenLs: A, Joint venUm check si i : B, Authority to Onter COMMOS on be aloof OIL jOinI ventwel. ', Managementoff'connaper#'o aiwD. (Identi fy by name and fi rm Oaly)- ,%9fWJC88 prcirGt9iiDT4 i�-Oa-10 VM Financial Controls of Joint Velature . Wbich fiat mid/ r individual will bo responsible for lkcp the books orac ount? B. identify the `managing partau," if any, and describe tJio =cans and memro of th6T , What aut ority does each joint venture pai E r bavo to commit or obligate Lhe Othu to insurance and bonding c.ompanics, fi miring institutions, sup ors, and/or of or panes parizcip4ng in the perforlu noe of this contract or the work of this rojW? , WIfich partner will be responsible for tho preparation of joint venture palls; Please state any Material facts or additional information perthaent to the control and stricture of this joint venture .............................................................. _ .....,......................... ... ....................................... ............. The wWersipW affirm that Lbo foregoing atat menis are true and correct and include all atOdai b1for ation necessary to idcntif and explabi tho fems and oiler tioras nfnarued joint venture and the intended participation of each pmt ter in the undertaking. , usher, the uAdmigned covenants aid agiom to provide to the City of Ei anston cmTenf, fomplcte and accaxaW inf'=adon regarding actual joint vesture works and tho payment theref-or, and any Proposed- Ghanges is and+ Provision of the ioiut ventum agreement, and to permit gie audit and examination Of the books, records a3W isles of tbe, joint ve tare, or those of each partner Pcrtaini no to thz joint vcntui:e by authorized repatoscntatives of tho City of Rvanston. 'viMIPSP PPwflcmion ir.•oa-to Any material miamprosente6on will be groiinds for t=ina6ng any contract tbat maybe, a -warded and for initiating action under• fed=l and skate lave►s regardbig false statements, oto: if after fillug Hi Schedule C and bofte the completion of tb�joi nt vcnWTo's work on ft pmject, there is miy change in the information submitted, the joint ventum must submit a revised v rslon of this document to the City of Ev=ston eat .or d ixctly, or through the -prime oo t mcwT if U10 ioint ventoxe is a subcontractor, Nave of IMBU F... B Farmer Firm Name of non -NM E/E. Pa per Firm Signatare of Affiant Signature of Af ant l amp, and Till of Affint Name and Title of A ant Date fat Dm Us --day o v M� . thf, above signed 0 ffi m rs {ri9�es of nt�a:.uj personally appeared aad known to ine, aye the Parsons desoribtd in the fowgoing Affidavit, who ackaowledged tbal they Paxc lted the save in the eapaeity Derain above stated and for the pwpose ho i a above oonfabaed. fN' rjl MSS WMRROF, I h reunto set my hand aid sea). ( AL) Commission Expires: ?6"erj3F.S,PGCICMIIIl n f2-09-1G 041191 r0i 1 10: 1 0 ISU56M44 €CAI CONCRETE INC p4GS W, Wtcr OryAtuxt,[roux wwa,13Z to Pckfarm u A rX"OQrx SZ�ppUCV, nndfor C=ktdt g ffA-Matiou of wmxegaaN5 1xra at 7rsat, tiou R i�t# tis�g cif E?vdge Av4mue Fxow' Rai comf0te. to , c oJ�i {aon�c o��3ic��.cYa� axrxc4tto�� RAI Cpncmts, inc, �x top�Cbrrparc �s � dub#4nusrtor ayx �� (3xf of t�Tlp.�i� projua as Resurradrig of padge five Tln,s �,^ In m hCh=k OAYOW) o�ityJ3usiucs3,#r.�p���3},a�aaxli�u#iicat�c�stS�°/,x'�azt4'�Il+�e1i��aL�ripx�y. ox+`s 13u&aocsa �'�.lrr,�r�so �'4'?'xj, a ifiaa tax i.s uE �aa � Si`�b, m�t�s,�es1! nub c�#a�. *'7�'axrbtu. s ra z $ptra nsc 13 5}, x tam #azft�wft far.. �a � mug yew �xa3 whk� Jac , . �c�ip nsc.4�i ivncD�a..TM TEOmdar;�ip cd is baud toImovidc 14t mbcdP=Vicftg as sL;Pply Lev haw s�cso �i�oo�s is v=wft wnabo sdauui �rct%r�u CaeJt tare sKark L A?Vo d=4='W pu£=m=� ja 01racd t4us S up pr ca cud Se+t u a£ SVg- 4Z.O ----- --- -- -- -- -- -- --- rhb xmd zsr7me, at3;0 a `ttcn fax x Vbpv� work xvit� ya•,4 as c hic c u4 #vri r C ;ty o£ S +aA mr, vc 1 Ito ao wimp �3) gtta w a sib (SIN ax,pxe-i@M4 CTa-zdA"trrf; !$tJ ) p�ojoctPescrip ion. 9va st f .— Re : u r fac i n.g o1; Dodge Av. taauc- cci ca oz� ux er; x;R 1 103 hereby daclax! and affum that I art ft duly aWhoriZed MP74=116VO Of, crow Roark Ori$trU4',CiOa ortpan r azre of Bid le raposer) and th"a I bay=I odty 10 erefo-, tkris affidavit oa bail` of #bi5 Fim I havc per5OnAly r4�-Yxcwcd tale =atcriai and faci& set ft xdl horcin our Proposed playa to ac#ai v the NVW/F F, goals of lhaF. conttsa Copies of a It MZ or WPF' ceraflo lions have bowl aaachad, dais &m i= its paiinm, directors ar;d/or officerc b;m a coniroWmg i5] ercafi, a collet ofixotest, or Ruy aullority to cAnTx01 the ;�ctivitics of tlko schmulcd WW/RBP' I do h=by =ffy �ha t: (N;jmr of IWWME Firm) gro�o��zo as tea..�.,..,�.�,�...�a#.,5�...�".,�.k�.�,�• +?dxess of MWEBE �...,.s•w fib'. c,. r :.,,,M: Contact Pezvon �3:osre ?o. ao �o�ax n�za�.t o£`�'articopatio�z pl�zcmt nozMt of pariicigasix Pkeher, thir, fiirn is a: ( hec3c Only One) izacral k3nsincss gnwpe lse 'ME), a firm tha is at Est 51%, a=agcd and canirol led by a Mixwfty. i otrx x's us s Eotcrpdsc (VME), a firm that as at k:aft 51 %, lmnagcd and cOnftol lcd by a Worn,. Evanston Businma Ent�sprisc MBA, a tea) locaE#d in F'vaaastozz Por a B4 ilY i 33um 011c ycaur and wbiola puforin5 a `°Cvr rcxally u=fw funcliora-.p € MQ1.0 (ban ore Subs * radar 1s i"d!cMed, z<i�mplcted s zcz uk: for add Wou0 SO= ctor , wbNU 1s ntcached to t%zs affi€tx•vitj �,�13�Sgx3 icM;i�s� 3�a3E-i0 To the I t ofIny knoi%jedge, information a 0 d b6Wf, CIIP-facts a<Rd r4�prMnva ors coata€rxOd in #hfs AMdavit and ;tuached schedvlgs) art tars, axzd rxe mattexial fae(c 4sve bcen on g(i� d. ' e 33iddzmMxoposed onVo or dcsi aic L#i r'ono%vir p=a a� i!s HAVISBE Lix som contact: Ta c; Rick Sioh.4�xiold X do solimrdy declare axed a Wirm und" pq=i jet of perjary that the contents of the fortgoing domimwit are (rue and coma', and that I M aUtho !/W Rik behalf of the'BjddeTfProposaTIOmtractor, #v roalco f114 xda t. ohs. Hilt', pros' C;oWz , (sty) o£ - mow—, 'his ji�smqx,=t veas aci owkdp4 before Ym on tWs 9 Vh — &Y of oxo craut or�o scr}offArrow R#Ad o'Ast-rU4:t Ork CO�VanY Tkm ra=) olax � 5ua (s Waxy, u� ignaia to y T alr'�&mv. to Commission Expires: � 8/ 3/ 13 nvl�B�Spcfixl:cauon ���&•a� thpdulc of A(Idmool hVWME Sn%conirntors Prgj�ciD=iiption, F 'aniatone — R sUrfaezng of Dodge Av rtuo I do INctoby wfify that; (Narr-- of ?BBB Erg} profi t b1mil as (Tm ofwork) This rum is a; ( he is Only moo) gorily Bu it s Bmte rise (IMB), a firm that is at boast 5 1 'Na, mi; agpd and ocrktrol1od miaurii, w lvomcws Mi4m EncqpziGp, ME), a firm that as at low 5 1°/a, malla ed and contmllcd by a Wr mu, Evanston Bu,MnasEnte ris (MD, a fim loaa RO in Vamtonfor az nimilmoneytar whioh performs a u=ful ction." Addrass ZW—% mae moo, 1 aaur Amount of Perdripation Percent AmQuIltoff'partioiPalion Cw�c add ittimt sheds Rs ne s-sriry:)nd aitarh to nf"idaAt by I and twV7 mz Spxsf'gwim 3?•OB 30 r tam MMEBE PARTICIPATION WAIVER ER REQUEST of , and have auftry ty to la of AMPO (Noma of FnLn) exen,tite this eerG#` -atian on beh tf of the Vrm. I do (#S amo of Affant} hereby ceilify that Ws firm $kc to wotve all or part of tots MWESE paTWipat n W831 for the fbIlowang r ason(s): ( CHSCK ALL THAT ApPL , S PECIFIC SUPPoRTIN G DO UkV ENTATION MUST Br:; ATTACHED.) o MWIFO ms r0$ponded to ouf trlviiation to bid, . An :rlsuftlsont ni ber of fr y respDrided ti) otr invtatlon to bad. ,n 3_ No sutxx�ntmotinq apportonit:es exit. 4. MWISSE psrt€ofpaUors is €rnpfac#ioable. l?3e a provicso a wflttan oxptanatlon of why MIMEME paruci pallon Ir, EMFrra 00b"R. Therefor-,. we request to W&O d the :5°lo utwzawn Baal (of a rev€sett goal of 216, (Sigrvako Q1 Affiant) TNP €n�ftrvnl vas avkA0fYAW9W t3 WO M On IN,T Y.� ..... _� by ...,........................... ........ ,,— mK.r aulhorizM of rw�A of tyolc seas (w3 $po;�afe3 ti9y ofi ;� i�resEdea�t {}arm Mmb) w (Ntplzry Pubft gntere) NcOry Seal CERTIFICATE OF COMPLIANCE WITH PREVAIUNG WAGE RATE ACT `the under igriedt upon being tilt duly swo , hereby ce Mfies to the G ity of vat ton, Cook, County, 111i loss, that all work under th1s contract s hall comply wKh the P revailing Wage Rate Act of the State of E€€mats, tIli noiComp 4ed Statutes, 198 7, Chapter 820, par. 13013 1, et. seq, and as amended by Pubfio Acts 86J 9 and 8 - 9 3 and our current city fesoluVior1, with rates to be paid 3n effect at dime work is pe rfo uned. Contraoto rs sharp submit ma riffily Certified payroll records to the city. y: State of f Iinois r}, SS County Of Cook l Subscribed and swarn to before me this 19 th Notary Public Arrow Raad Construction C=PanY Name of Contractor VDFRCK SEW clay Ewopm4w(m - 1MVW013 cw-1e msr= K*XY PMSata of Krymg LCONFLICrOFINTEREST Arrow Road Con5truction Comp , W � , heresy certiffes that it has conducted an inv sfi f3on into whether an actual or potentiaf coriffi t of interest exists be een the idd r,-its owne r8 and employees and any official or employee of the City of,Evanston'. 3d er further cerise s that it has disclosed any zuoh actual o r potentiaf conflict- of interest and acknowledge s 1f [dderlpropo r has not di lr� d any actual or oten at con nict ofI'interest, the Oily of Evanson may disc uAfy the idiproposal, (��rr�e o� � �r���o Ithe ( amrr , aS f has# as r i i'ar r5#�i } (Harms of *c Lr if the uldderlpropos Dr is a C�0"rafiw) Ha-4%mp F . o , Vz F dux The above statements must be subscribed - anO sworn to before a notary pubfk- ubsodb d and Sworn to this 19th day of AP 1 2011 °4f oaPOW ?n.� Wo 13 ` Notary Public Faifure to complete and return tear's former may be considered sufficfent reason for i ctr'orr of the b d1 prop 1. ADDITIONAL INFORMATION SHEET id/Pro ,l Name Wanstone of WdRe avenue Sec. Flo. E 1400261-00-fit , Poi- -1 103 o par)NaMe: Arroz,F Road Construction Compaw ily,State, Zip: Mt. Prospect, IL 6GO5 Telephone/FAX: (147) 437-7i ! { 37 7 a E-mail: d . cosy Comments: Iffinoks Department f Trion RETURN WITH BID I Local Agency Proposal Bid Bond Roift county Cook Local AgenW City of ins#on S�abn 11-Do261-MRSI -R -1103 PAPER BOND ...................... ... ..................... ............... . V1{ ...Arrow r ad orr,IaxWri Company, 3401 . Otosse Road, Mt. Pi-ospart, IIN1ca€s 60t3�a13 as PRINCIPAL. , and Tfavelers c s, r-.0 ty artd vrety Gomp�)ny of Arr+ortW, 2 16 ShuAlan Soto;evaM Hapervilla. l€Ii is 60563 as SU R `1', am had {ointry. $evj�tavy atlit frmly boasad unto !fie a MVq t,acai A9VArY 00rc-a tef f6h% d to as `#.A') io the pooh mom of VA of the total Md pure, of for the &traouIat sprodfmd In 11,0 pfopQrW dmmunts In c i on ttie Me of iWt0on for bidr. vAiMovof r�, Sho la=r suns. We bM oomtvo,�, omr hogm, exmr lom, admInOrMors, muo=5orw, ;and - �R a 9, JGfr Y pay to The LA tt:ls sUm fader lt:a aaradMorss of MIT; inMrvmar t. kjVHSRW THE COMMON OF THE FORE43OM 08#.SCvdtMN IS SUMI #hst. Ilia said PAINCIPAL Ir, tubmUng a vrrlllora propoull k0 too LA 0ang #liraaigh :ts awardlrag atMority for The mfWmAon of the vror`i€ dealgr%ated as the above scctian_ 3'Hi<Rl:l=Ok if the proposii I ;r ;Iocaptud and a oaalrack aw€rrded to lfla M NCIPAL by Ilm LA foe thla abova desl'groatO se ioo and alle PR}N iPAL sllo l'rv4tllra rReall (9 6) days @fief aveard 4�nt�r Into a formal aowmc'l. furrftb s+,omzy gusranleoir:g the fi:rilfll pofforow&O of St 2 v�oil .sled fumigh ovddeii of Um fegv;rod l=rancad cpv4�ge, ad as prov'deci m kfle "Standard �¢c Gca�uns for #load and BMgc vs*�irt ion' and of l;caxb o SijPVo>z�afelal SPR�+rH�a 4 jf, thoO STsis o#ii ak#GJ. S114A b[pW )o Vok$; c4b%:rvfi5e 0 WtaH f$Lmz In in fvH fotau ar:d s3 3ct_ M THE F-VFN T tho LA derefinas !hs PAN IPAL has fa W to Mor 2= a Wmal eo "c# ki mmpllarm vAlh any follh ire t1Q r fg ;r:_q pafo�raph, ;har+ #rT LA sc^ nq MfdIJglr Eta rdlaeg Rt00 i#y Gl 0 irrrr la:eSy biz era#ikSed to resovtr the M pnai sum se# aut above, to�ettzar :Rb 0 trLJ>s 4asEar aA aftofncy fqe), aM any olber-expDnm of mo Wtfy. €N S'f)f Le., NY H RC()F, jR e $did 1 RMIPlAL artd ilk oxakl SURM hDvo + i Prod f+ 0;1,ra,mvnt to ba 4501iird by thoir fagl5 ivo uffc4;r; the D 39 40y of � APir, 017 Principal r ow Road Gorustructa.on Cgmpap my y (Cah�pohY H y' {Ca"ny nc� Va£xr-7 oCosy' afdaeaxVe}� oszdas* o"!(rr a,!#CIPLr�vMn tvfo Qr-c, fhb company rag s, otLd 3V1h1)irxe4 algnatouMi oaf e; � 0041414ri0r MttrA M MfkrXI a .} Surety h„ T ve>:ers Casualty and ur�ty CompmyofAmeflca By; ;#dars:.� or 5�rrr�Yi �S':gr�ature ti r�t[�sey��n•#�ar�j O'OUNTY Or coop 1, Chq.ri4� Lynn. UoK.+xr � a C�ot8ry �ut��'sc if) a f0f sa;d UMY, Invert f4mer of:ndivir#UoLs 9;�Irig on behalf of PRM1 WAI. & WetFM vMo afe each ,pemoi:ally knovm ko me tG be ftE t=o rmnonls kyho'%P mEM-Bs an,%0scrUd ro tho tvrago:rg inMrtrr+ cM on borair of PFUNCEPAL and SURETY, 4ppoa3rod bafom roe this day In pemion and aGkr"ow god Msp[s 1voly. #ha# lheq stgr;ld "d 4e3ivemd'WId instnornenl� as t"�r frce and vo=woq art To. tha bses and pup;)=$ thr-feln �e3rrrn�x� nA��. Given undul-my h;�rad ar € r�ctfi lv 9 ti3 --� �aYOf px�.I' 2011 fUlycoartmission expimm, $ 23 E=' Ys:a¢a r �ss€u F�c 1re58E f$ k, .. —(?LA , 0 Electronic, 1>€d bond is allo►md (box Mtast W eht�ckO Lry LA if electronic bid bored iD a11own d) Thr., Pflr:dpol may submit an olzdfonu, hid bond, 41 H., o{ corfsplOing the above section of the Pc sal Sid Bond Form- By providiflg an eiWtunic b:d boM ID ccAe and signing below, the Prxdpal is 4 f sit n5 ih� € entif �rNni`r, bid bond has U," ex tod and fhe PMdpai wind vrety are fi My boujid vrilo the LA tinder the conditions of the: b'id bond as shmvIrre above. (if PRINCIPAL is a pint Venue of two of more contractom, ar) c?c r"ir,' bid bond €t) rodle, compa ny1$idder ?lame #ire and date R7 st be affixed far ezkoh ooiatraator in the vwitum) CzN-1rohk, �3=d e*nd 1 Marro) (50atijfe and TiViz) vilisr pav(? 3 of I BLR IUN (ACV- T?Q5 Pflrled on M012011 _31;95 AM �� W�ik'titi'If='�}ir�, 4ti�FiC}��1�'3"AFt#+i�Y �$ 3�FVAU`J 1�ri'��pl3i'�i4� Rai? ii�JF3E]�.R AW PEA V4IER OF ATTRNEY TRAVELERS r; ra laparr; t~YLscsrfl)' C-ompixay st, PaW gc st•y InsarmrLm CoIrrpaaay F.01 ly uud Owmaarty Tns rrall� Carstparry Tmydcrs CNsUsrly ATO sixml, or��trry Ff dOity nrtri Gmranty Tmervancc ClTdck vr11rrx, Tvic, '411tvclerr Custialty ILTO Bard y C". Pf my Of Amnica St, PaW F"d W.rirea i!rrsara"sc COMPM' Unitzed RMt s VideMy and 6trarmtp Cwnp U St. PDO atap"n Ipswvnc(a CorEmpftttw mvt ynpy-Irt Pno-f xca 2N5 KNO TALLY -BY MU iPRMNn."iW t.P.%UirL-imvidt+'wiftInsut reoompmy.St.PaWcmwiauInDu m*CbrpaayvA [,PmlMicrmrylnsumcc Comer aro wrpocwlops duly orpnixod uW*r tha laws q£ The SEflte of Mirwesola, tam FWMjrigxoa Ca54ra3ty Ca n�a�y. ih#'CEcrx Cassealty a"d Sj", i on1p,%-;y, aid 'have Qrs S;Aryand S;wy'Comp"y ofArrMm w mporalim&1yM' mi ttfiderlhco3ari+6of9hoSlam ofConAoolim,thin Un's:od sww rmity%-AGwDrm;ky Cpglpagy is aoorwml;*1r &1y;).jeWvX4 00 a ft lam of tea Statc of Kntylvad, 0m ridl ky P'-4 cammty ynsururr= Cro:r p"y ix zk" pmtilm 440y tugarliod were ft i'gsrs of lho Slaw of rows, aa:d t N rWoiity Ud qua"ty Wurmm ul-k w itm' 4w,. is a mpa~rimin dryly o�nt ,W imarx r lAwr or thw Saute ofWiwamin {lrcrck; v4ly cxiicd (be " Cnmpu'ras' }, and (im 41:e CouTnnias 4o Baby madmc,-.onaditum imil �Lgpoiv; obrart A. McNichols. James S. Mc ichob, Bmnda Pichler, K.ati' a ' sl, fas cia 13, Tar=%5ki, altd U11ra Mr Manha#f of the City of ' c�r M ..s , Siele of ill$n4is; - !heir trarc and lawiiji Mom oyl(a)rn- cat, Bch W kirelt' mpnrartc crtP= ty if Mayo ttran aria N Tomm Above' w Op. t tecta9c. Val athd odmow2adge nu ' wA ail bands, raca4?at7.anras, 0wh'i!l`sonai arrrdert VMp Md oldwr w6tinp Wipwly in iha nab m :hm"f Orr Tpebaw of dpt Cornpar, 113 their tNsrstc€s 0C.&WmIrAing slab Wality OFte.r ona, gl+arrn:uxiflg kher, of aantrsm AFrd oxmdn, CT gvamnlcdinz bads a;td eeprea d or pc"il;MP n "y sie4ona:airraa cacdinp 41?owtA by Ear, 1W Wl7riti1 $ WHERPOF, ftCompwics hary csuRd this to to Cd;fad �rc�rioomlxL Mffh to be bravo al`lixad, tbi¢ 0) cpt� mob; r 20M dayof PMM;i», tan C'Fasttoliy ota�pattty ' .;;, ,, 4 SE. sul rs4errtrip irtsrr n>ic Co :tnt dily;md Gtwrfwq X0441muce'C'PMRD s3.x', t'' 4 Tra+l`cim Casualty rmd $Uri Compony madily "a fotsitmay 'Jk;JY4 f.JM C-35=Itg arrd ftrf.ty C o>tirlraaay IAAMMIO St. N01 Pat Old :41for tie 1wUrance comp~~rty UtAW lxwes irEd AY and ckwanq Camparty St, PAW Caartrtlirt1 IUPIUM M COMPI Y y14"fv Aka 7M seas R # ���.+ ,�$ � •'r,•rNllilh 4 �h' y�x-�x�� �Kia`� # „_,µme y �►L _ k�` �! {k[F r7y+kyl{ ,i , +y,� h�4` + +4 ,lhY ,Mate of Connect cdt City DI Hanford ss, Y- {in4a , 3 empSon, �DT iKc yaiomr lh a�cptembcF 2 � , baforc ma somAll Gro W. rbDm pan, who mcl:orowicks d On pia thy. Y �P:nrai rgc� � be lrirnx]f l4 W. tha mkw v"" Pmglleal of i`armE :on astra3ty Comp. -my, FidoWY xnd CiaWanly Frrxursnte say piny, F. Xty snd C+UM=a y TnFUMM, Ur-da'"IM, Iuc„ $t. Paul PGA aupd Mainc InwrUue Camp.my, 5t, Paul Ccr=i>xar rnsmr;Moe Cor.:pftn}r t- Pauf Nm mry F.-rsacral:vc C ArFtgany,'4avOm OUA=d Saariy f'o»i o-ny.'i at; G.Gr$ C mma y 41A ftoty Compaq of rlmorica, and 1A;Lwd lAtcs R461y Pr>d Gv my CMPPF ry, lmd thm 4r, AS svuh I i cmm� rulhm2nj sa to d% carccatrd. khG N;c944ng ins9mmuLt tb[ the purN= Qxr&L mliwiird by MgFrirag oA blAJ if of Om *GrPmOong by wmseff" ix duly Aoli:dri?r-d tM"r- FA TA'tncz Wtcrmf, I bemm sci aaay it and OM651 apex], My mmips"On cxj}ra & kbr' 3�` Jay Of Awe, ZO11, � �j1$LL� � ' 3�rie C. � Mr�aa�t. };ui5fy 3�uba;c SB�+�-$-13E3 prrrake� En i3,.A. SYAF K1 ; I$ POMS Or- ATTORNEY * INVAUD WITHOUT T8r AED 1ZRMR State of WhIois County of Dupage n this 19 day of Apiff, 2011 WQYY , 111C pelmnally ap ar d M. Patricia Wez , known to � to the tt mey-in-Fa t of Trawlers Casualty And Surety Company of ucrica, tic corporadon tbat executed tfie witWn imt-o ? ent and acknowledged to me that such col-poratioa xecut the amr— hi wimoss whereof, I havo hereunto set my hand and affiXe i my o fficfal sea[ the day and Fear ire 0is cent fiowe ftst written above - ..aura M. MaxrNOTAlAy ; 1 L A L. " SU , STATEC}F JWN018 Arrow Road Constmetion C. 3101 southBur,-w Road • PO, Borg M • brunt FT#sp%c 60OS6-03H Phone, 8 .07•070 • F= 47-437.0779 Roue. MUM-1140 hone, 8V.7 -00 Fax; 847.783.61597 ri= 817.783.6697 April 1, 2011 City of Evanston Attn: Purebasing Division Room 4200 Lori H. Morton Civic u"r 10 Midge Avenue valxston, TL 60201 e: April 19, 2011 Lett g Request. l'oF Autho67adon to id r the T11 ino is Deparoncot of Tymisportation Rules of Preq uaIfflc ion of Contramrs, Arrow Road ConstrucAjon Company is requesting a waiver to forgo filing the Affidavit of Availability, under Sedion 650.310 sub 1 , based on our ourtent financial rating. If you have aay queaions, I P= be reaalx t (847) 7 -7 7 . Sincerely, Arrow Road omstru .ion Co. iehaul J. Salmon 'Dice President ivy S/0) nelostites TlilinoLs Department of Transportabon Certificate of Eligibility Arrow Road Construction Company R 0. Box 334 lit. Prospect, IL 00 y0 34 Contractor No 01 WHO HAS F1 LED WTH THE DE P TE T AN APPLI ATION FOR PREQUALIFi ATION STATEMENT OF E PE I EINCE, EOU IKIENT ANEW FINANCIAL-f�i? O Ni�D��'�L ! �! '014 I HER�E{B�7��`i,Q'3�`}�A�,iI I}E�i���_��`�3�85 E3€� AY��'4' `���!'yY 7 F DEPART fi�`�3E i�T�+�73Ff��a'#��r7�� y 3P�y3�#a��'ATI04N LET - ;# GS fiN TH E � 7 CLASSES OF 1� ORK AN VYi HI { kHE�'S�YiOU AMOUNT AN6 V 3 HEP LRA A i N OF CH �.+{w�4SS]FfCA- oN, rill LISTED BELOW, FOR H PERIOD AS THE UNCOM PL T D WORK FROM ALL 0UROES DOES NOT EXCEED SUPER UNLIMITED M A PLAr�T MIX Un') r.R 012 DRAINAGE S#, 'm 017CfNCRETE 33STRUTi{N VAS COLD yPLAN, & VyOi MA AGGREGATE BASE ?, SURF, (A) 56,25O,= THIS CERTIFICATE OF ELIGIBILITY IS V LIO FROM 3i31i2011 TO 4130r2012 INCLUSIVE, AND UP ERS60ES ANY RTfFI ATE PRE"O GLY ISSUE D, BUT IS SU 8JECT TO # EVIS 10N OR REVOCATION, IF AND VMEN CHANGES IN THE FS NANCIAL CONDMO F THE 00 NTRACTING FIRIM OR OTHER FACTS J USTIFY SUCH REVfStO S OR R VO AT€ON. ISSUED ATSPRI FIELD, ILLINOIS ON 411/20M Adro Ong€rear of or.ang are IL 49"645 A17FIDAVIT OF COMPLIANCE RETURN WI H I As of Illinois Departnicat of Transportation Memorandum dated Novembsr 26, 1996 Roan Robot 11. Hilton, the following individuals and oompanies were suspmded by this Fed rai Hig�hwa Administrationou November 2, 1, 1996, W, Jos ah Palumbo W. Peter A. Palm mbo W sebastD Palumbo Mr. Daniel hex at�ia�i W. Oerald MrCxicevy Mi. Kolon AbdisW Omngc Crush Recycle L.P. Monarch Asphalt Company Palumbo Brothers, lacorpolved Under the tems of this =s ewion, these, individDals and compardes are pTo N om -ticipat�ig in primary or lover tier txansao ons as defined by fe&nl rules, ,and they caanot be awardod contracts, yvbioh require the approval off'tho 111irxoiz Department of Taransporwion. lbey also cannot enter into subeoxriiacts on or be employed by (ruts awarded wch con"ots. On Friday, ,=h 13, 1998 the FHA susponion his been modified to aIlow Orange Crush Roryclo LP. to supply construction malerjalv to contractors and s1xbcontractors, aad aut .odor's Palumbo xot er , KRc, to lease Nuipment 0 oo-.tx ton and subco-a"ctors in the -stato of I inoi , The st pended pardes may stRI not pa.rtioipate is any odxu rtm2ner ou highway projects and will not be pre -qualified with the Rhaoi.s DTartmew ofTraospoi- ation. Therefore, the suipeadod parties will riot be approved fo-r this project as coat ct rs or subcontraoto , enga,p,d as co-asultant , or be employed by fi xs awarded such cowraots. Corporation Name Arrow Road Confat xcti,Qn Compafty iped B Rarvey F ,; Vine Fresiderzt City of Evariston SPECIAL PROVISIONS RE TURN WITH BID AFFIDAVIT CIE FOR GNP 4CONDITIONS CONTRACT FOR; Resurfacing of Dodge Avenue PROJECT MEEK: 1 T -G0 1-00- PW --1 , -1 All �ermanmr. hot mix a ball miAtues for binder and s: '£ace comms shall be pumbased by the v,ontmocor hom ao MOB" approved aVhait p1mL Also, the materials mug f eet the si�o���ica�io�s indicated in the bid do(,unnents and IDOT ta.adK-d Spoofficalions for Road, and Bridge I Harvey F. Cross --.......of Arrolz toad Conatructiola orni)arty have read, and understood t1w above statement, and WDI comply with Us sp=ig provi&ion for the ai v� vef reneed pxojea D3; ate: April 19, 2031 H ry rose, vice Fr sideat SPECIAL PROVISIONS AFFIDAVIT OF COMPLIANCE PROJECTNUMBER. BER. 17.00 7-00-R PW-R -170.E RETURN 1 I T 1 .. 1. The Contractor's attentlon is called to the requlrement in section 9T -23(c) of the, City of )'q vamst:oa Code, which regulates the hou rs p er m ittczd for the construction aettvMes. This rectiou has bem r'cvz5ed fog` this pr9ject. omt.ractor Will be 211oWCd tQ et-fOrM any construdion activities betiveeu the hours of 7:0 AM to 4.UO PM, i', Qada tbrough xr rid ay, Coatrar-tolr g ust get Written er is�io� at least t enty-four hours la advaace from the, City B agzneer aad/or S enior En;i11cer . The Contractor must follow MOT recommended 11 lidays in SSRBC, January 2007. In addition, thc Contrado)•'ivafl be requircd to discuss their o eraflons and get verbal and 1 or wiftten permissioR at least ihvea y-four (7.4) hoars fa adi,anee in order to work ou tfxe folloWmi date- : Friday, April 22, 2011 Tuesday, Apri 12 6, 2011 ThUr day, September 29, 2011 Saturday, 00tob r 8,2011 Good Friday Passover Rosh Hashanah Yorn Kippur Corporation Name: Arrow Road one :truxrtioa Company ................................................................... Sired y;A , vie,4" SPECIAL PROVISIONS City of Evanston RETURN VM)3TD AFFIDAVIT F COMPLIANCE FOR GENERAL CONDMONS CONTRACTFOR: 2,011 DODUH ST.E' `kEURr,,AC NG PRO.,PROTF, C74 ADD ARTIMP, 43 CONTRACT F-BRIOD "no cv traot will bu awarded after 0-ie Council approval subject to necessary dooumentation. The- ctice to proved M11 bc issued by the City after Clio cantract is avvarched bi cooYdination with ruler roj of , After the, notice to No is issued by (lie City the Pontrador m t attond the pare coilstrwtion Meoftg and scan the project WiUll twoweeks or 10 bosla= days". TWz project consists ofte oval of e i�ting Typc Rcurb aid r )laccmnt with Type)36,12 curb on both sides of Dodge Avanuc as well as mmoval of e is;tjng sidewaLks at street comors and othx -r various 1oca60M ThO c0astr=60a will sta11 ea the hest side of Dodge Av us and should be completed including ackfilli behind the new ctirb. Th"b owt-actxon on the East lido of Dodge Avonue will stwt after the completion of the coacret Work an tllo West side, During construction two tra p lanes (ton loot each) must be raa�itaiaed on Do€ ge Avenue at all tiincs. Excavation and pQurffig of oonrTeto vU west si& shall be cvinplete before staving are}+ ivork on t o east side of the roadway. The sidewalks and ADS, as a s on cast side or the west side shall be accessible to ed slf,ans at all tire. s, Pcdes lan access should bc maintained with coxr3pact t iiorary atone. The West actiou ofstteet comic shaii be dpne in Iwo stages w,tb ooze co3r cr• bo; ng rcglaccd at a .e, All signs reWwg to Adenvalk detours or cicsilres shall be as stated in Highway staudard, No 701801-04 and must be in place to the satisfQctioa of the r-esicJe;xt eugineer prior to the closing of any section of Sidelvalk. I Harvey F. Goss have, read and i d r tood the above Mtoment, and will comply with this special provision for the above i-ff cnc d prefect. Accepted by rr" toad Con8truct oa Company ........... company ,Z5:1 K� is Vice iattlss, ent SPECIAL PROVISIONS RMRN WITH B[ RESURFACING OF DODGE AVENUE 11 -001-0-IDS/P -R110 AFFIDAVIT COMPLIANCE FOR CONSTRUCTION INSPECTION DESCMMON. This Nvotk shall wnsist of the City providing maincedng we c-es for the his eetim of 0 oomtmction oporations, COMTRUCTION UQUMENMNTS; The City shall provide ONST-RC. CTI INSPECtION for this eon"et: Mouday through Friday between the hours of Tara to 4pm, herein defined as 'aonrW working ours', expect on le aJ holidays, as &fiaW by Axfiole 107.09 of the aateA edition of the SSRBC, Saturdays, and on Sundays. If the Contraotor elmts to ondur,t any combnx6on activities ouuu ide of the no .al working baurs; the City Shall be compewated for pTovidiD8 CONSMUCTION WSPECTION at a rate of S100.00 per hour. The City ill invoi the Contractor at the cad of each month for CONSTRUMON INSPECTION provi&d outside the Dorm al worldng hoijrs. PaiI e to pay dic kvoi e may r smIt in the suspewion of impending Par#iai or renal paymmts. hffiTHOD OF MARMENMT: The unit of measure is in hours the CoQtrador sspends working outside `am al workbig hours' rounded to the next ffeakast half-hour increment. BASIS OF PAYMMT, This work will aot b paid for separatiziy, but sball bc, considered a inoladed in the contract unit pTico for the various contract items. I tlarvi ,y F . Cros have read and tinderstood the above statement, and will comply with this special p vision for the above refe hoed roj"t. eoepted, by, ,�xo�g o�d Oo�st��c�ion or�party - Company yam l i a 3r Karvey F. ss, Vice Vre*jdortt City of Evanston SPECIAL PRO VISIONS RF TURN WITH ,81D AFFIDAWT OF COMPLLkNCE FOR DISPOSAL OF EXCAVATED MATERIAL S 1 rr10 ; This work shall consist of muting TEFA requireimms for the disposal w£ s cvated materW including, b::t of hmitcdto cl=i misixurtion oT dem6lition debris (CMD), unconta-mivatvd soil, and/or oontaminated soil, CONSTRUCTIONREQLV8 TS : The contractor will be respo-asib[o to provide CCDD and soil fill site operators with all information and fees as required by the T3PA and rill site opmatou. The City will not provide certification as an owner or ope mtor of the sits of origin press ing. (bat excavauJ soil is uncoula mated,. INs will reqvire ti-Lo o;itractor to provide fill sit. opmatorz with MPA f -66 " p=Wr inatod Soil elTificati.on by U. eased ro ess a En io o °. It v H be the sole responsibility to dispose all excavatod material &enerated as a pait of this con arL BASIS OF PAYMENT, Th is work wilI not be mc-asumd or paid for separat ly, bvt, shall be co sifted as included in t coutraa uuit woe for ft vuious items generating e cavatv,d mateyiO. I Harvey F . Gross ,., have mad and understood tl above statement, axed wiH comply with tlVs spmW ptovision for tuts project. Acc:epted by-. Arrow Road 4Hary ee C oss, Vice President Company Kamdsipatule 5 City of Evanston SPECIAL PROVISIONS FRETURN W{TH a3!!J .... .... ... ... AFFIDA"T OF COMPLIANCE FOR GENERAL CONDITIONS <,The Contract will be awarded aft the City Council approval sujed to the nocm y doc'um latio . ' e " otic, i will be issued. by the City in 000� ination with other City prqjeds. der the '�)ticc W Proc leer is issued by the City, the o;atTaetor Est atmid the Preiconstuxction Meting and staff the pTqjed witbin two weeks (10 Business Days)." The Contractor must fally completc the wo-xk witbin 35 .,vo6dag days ai specified hi the contract. %wuld. the Co traco-r fail ter complete the ,vQi:k within worldng days, th(e antractor 511all I)e liable to the City of vsto doi l f spec] ed is S xtion 108 of the, Standard Specifications for Road and Bride ConstructioTL ibr 4=h day of over-1-un in the eolitract mn. a or such wmded 1i aye as may bavo b aen a]lowed, I Harv�Y F. Cross of Arrow Road it Coi!zst"Ctioa COMPalxy ... ,. ......... ......... ................ . have read "Will co ply wltb this Special Provisions for t o above reforenced project. Date: April 19, 2011 Signed B�. SPECIAL PROVISIONS I RETURN WITH 131D # AFFIDAVIT of COMPLIANCE FOR GENERAL CONDMOINTS CONTRACT FOR. RESUW I OF D ODGE AVEN 1'E DETECTABLE WARNINGS DETECTABLF, WARNINIGS sball be inaallod at c=b ramps as specified by Section 4.24. of the StandaTdSptoffications aud at lo.cations as shovAi o1i xo plans air as dix,-dcd by Thf produd med fair irstalling deWtab ko waraings shall bo trio following: (a) Prof*dfst Cast-In-Plaoc D tccta le Wa ili Pages umum pa ramp) CQIQr - Red ( iehor Sy te3n - Removable Concmft Anrhors (5 minimum per panel) Mmufacwred by one oftho fo ow3P : (a) A oess Products, lac, ( - 7 -40 ) / Supplier ( 30- i -7 5 74) noroast Pr-o dots Compm (8 i - -36 0) (e) Wcotable Wamirkg Systems, Tnc. (866- 99.745 d) Or approwd equal Submittals as required by Standard Sprocificatiom;: (a) MaaufadurWs cortificatioa stafirag the product is fully lnph"t wiflL Elie A AGi (b) Manufadur r°s five year warranty' (e) maqufadur(or's s;PvJr ration stating the aired materials, -equipment, and installafion proeodurc�s. Additional iusfallaUor. requjrements: Pawls mW bo tut is a nowt and woxkman like ina mr per anafiv,wr r requirements to match he onfim curb rarap width wM a. miWagm of 5 pim per panel cyst into t rot T mp, The panel size and method, as shown on the Curb Reaps detail, used for sta 11 hig doectable wanfing3 shalI bo appmYod by 1ho Eogineer prior to in tallalion Bos€s of Ny ent. Detcotable waraiags wjII be pad for at tho eontraa unit p4ce per zquare #'cot for DETECTABLE WARMIGS Harvey F. have road awl understood the above statement, and will comply with this spc6al provision for the above mfereoccd pmjed. A.oceptod: Dater Z011 is ey. , o�, :LeeSignature; resident SPECIAL.. PROVISIONS RETURN WITH BID AFFIDAVIT OF COMPLIANCE, FOR GENERAL CONDITIONS PPWET ltillfMS ER 7 7-07- .- , PW R-71 . wh= nquested by fac mideat e smm the ;=t attar shOl provide street swecpin o-r a. water tanker iniok within 4 hours of bc:* request and by 3 P.M. cadi day requested for tho street locatioms lie bas re,dously woi:k d and/or the Locations as directed by the resident er ricer. This work will 4C paid for at too contract unit p6m for cao sfxeet sweeping, which price shall include all labor, material e equipmws necessary to .pleto tho work. If theowractor fails =d 0f S 500.W per OCCUITro shall be applied. h,DD TO ARTICLE SECTION 606 All'ru. and gutter renxoved seal/ be formed witbi n working dares of removal. New curb and gutter Shall be poured wi.ffihi I woxldng day of Mug fined, The dorms sball be removed within I wofldng day after the mnarete pour wad the restoratiou bcWnd the new curer shall bo dox with 24 homs after removal of djo forms. M I low areas shalI be filled in to snatch the muoundin wades wi iia 72 hours of the curb Wag palm i. All the work will b paid ft at the contract ui)ft prioe per foot for co er tc cuxb Qj� combinalion curia & iftr of the type specified whj<,h puce shall incju& all materials, exr v4w), disposA bac,kfill and far sjjb st i a of s as fequir and confami to Swkion 606 of th68taadard S eifications'for Roach aid Biid&e Constrution. Ra rv'ey F, pro s s have read and unftstood W ..................... ......... . the abo o stawmimt, and wfli comply with t1xi3 *pedal provision for the above r fetonc d project. oce ted by: Arrow Road Cor�strkictiQn Cqmp�kay Company— Fa c1�a� 41arvey Cross, Vice President City of Evanston SPECIAL PROVISIONS RETURN WITH 13IO AFFIDAVIT OF COMPLIANCE EEKL Y PROGRESS MEET N T n, onttu�(oT's 7o*t Svpeiiut nd,�a)t rust a nd Clio rNuirfd '4 xM y ooustruofion pro r s aicfing. The B e y nwcting whodule and location will be rinafted a the Preeconstructim =06ng for the pzgq v,eL I Harvev F. Cross off' ArrQja�Road Construtstio' . t'OtlPaftY ................................................................ ...................... haw- read and vM5 comply with this pedal Pro -visions for the above fey nced proiect. ate. i 4 Sighed y;. City of Evanston SPECIAL PROVISIONS REruMN wfrH eig] AFFI)DA ITOF COMPLIANCE FOR GENERAL CONDITIONS CONTRA# C T FO9: RES URPA CING OF D OD GE A VENUE Ti OJ CT NUMBE . rt 0 µ 0 -RSIPW FPS- 10-3 IF THE JM19 SYSTEM LOCATE, S A Cam` Or AN'STON IMAR OPTIC COMARMICATION UTILITY, THE CONTRACTOWPERMIT HOLDER SHALL FEE REQUWXI D TO VISUALLY)DWPOSE FIBER OPTIC LINES BY HAND MCGING WITAIN 1UREM (3) rMET OF RI7f7[ ER SIM, Or, JULIE LOCATY ON ALI, O S RUMON PR JEJ TS AND PEI RWT WOP E . Harv� F , cro8p e Arrow A.pad Cow-s t mm:� :ion. (:l�rxt e,—T— have load and undmtoad ft above statmew, and will comply with this special provision for the abum reforcniced project, Datto, Apz!il 19. 201 t4K a v 4-ros , Vi PxesL eat CITY OF EVANSTON CILkNGF ORDER u bec Date: Original Agreement Date: project - Bid No. (if applicable)' Owner- city of Evanston, Uffxlois + fA 4 a Ms M W W*N M WA P P P k M.4 a MR NoMa No wpm al WA "PH P Paaa 0 ka OR MR P P RA M iA am M x RAP P M mks ea ay 4Y'#1!1 5 uange is Contract Price: The following chauge. is hereby roads to the contract bd een the allies: Price o£n ow rk = N&al Cuatnd Price = Revised Contmt Frio R a# 11 M M P F A P F a F P 51 IL # P A P A P a A� P i1 i1 P# P a M� r� s P i t A M IR A 4 a � e a■} P y li A A K M F A a s i e a a�� M A M M R# Y a s Y � Change to Cootract Time - Not ,applicable Am KA 041 am it A M M M M am am M}# A M* a P M a P N a v a w WE M M a A P a A 0 a Y# N M w# A P i P 0 P a a wpm # A M A M P P k A m e Y 0441 M l Recommended by Date �— ,approved b (tamer) r....................... Date Accepted by (Contractor) ,.. Date -- t'jW Illinois Department of 'transportation fWFTURN WITH BID Rou 4e Loral Agency , e lon 11 contractors are required to cornplete the foflowrrag ce r6fica Lion, I -or thls tiontrarot proposat or foc all gtoijps in this Material pmpo�al, J--J For tho following groups in this Material prop"I. Training Program Cook: In avordafice wilh the provisions of aeotior) 34-2 (6) of the 1Mnaffs Proowement Gode, the blddar 'rtifses that it is a participant, eM ar as an irldividusl or as pad of a gmop pro gmrn. n tho approved apprentf"shlp and training progya= appPr,able to each type of veorK of craft' that the bidder wtif perfiorm vOth its own forces. Thy bidder ruftiler cerlifies for wort thsit will hex performed by sclbc*ntract that each of its subcontractors subrnitted far appcoval either (a) is, at the time of sock blo, paftialpafiing in an apptoved, applicable apprarifteship and lraining pr rarn; or (b) will, priof to cxrome ncernept of potfonanfv Of work pers�jont to #€pis canlroct, begin participation irx are approved appreiift*ship and training procgrmm appficfabla to the wQrK of the sub onvaot. The Department, at any time befom or after award, may require the prad=t*:n of a copal of oath applic9ble Corlificate of Rogistration i stied by the United Stales Departmerit of Laf evidencing stlah part€dpation by the conlractor and any or a#1 of its subcontractors. Applicable apprenfloo6hip aW irairlirlg pmgrams are €hose that have be( rA approved and registered with the United States D par#rrk mt of Labor, iba biddir shall fist in rho spade below, the Off iolaI naMCr Of the prOgMrn ;PO hGOr h0i'din9 tiro eri?ifica#o of Regfstraflon for aH of the types of worst or erafts in whMi the bidder is � par#irip apt and that gill be performW witil the biddor's foroas. Types of work or craft work that will hi�, s ubcon tvacte d shat1 bo lncftd�!d and IN;Wd as subcontract worl<, The list shadl also indicate any typos of work or craft job c*t gory #€gat does rues have are applicable appr•enl ship or training prograrn. The bidder is rosponslble for making a core Plato report and shall mane certain that each type of wark or eraft j( lb oategery that w!II Sao utriized ari the project is accozinted for and listed, SEddEcm Apgar}flooslfljiPar4Eaipaxiork I.ODC+P" M 4510maflon 4 Un�'?n of NQdh AM(W09 " Caroms m on IrAqmilionus /solo; n "* Intom0onW SWIlerhood of Twmr,1c UAW arothuhood of ozlqmMm "!P(CrriONMN SnAhefbo ! 0 Opcw4r.q lnr.gftm arokf "Qod of McMwl WGaicars The Mgoirernl :nls of this r#lt's tiara and 6sdos;�ce are a mat -dal part of the, con"rt, and the contractor shall risquire this oer#ifloat€ors provision to be included in ail approved subcontrads. In order to NIP this recto€rernent, R shall rYot be necessary that an applicable program spor sor be WMnUy taking or that ii will tako applicsfons rot appcenticesfr€p, tmining or 4 rmploymenl during the pefformance of the work of this contract. Bidder Arru;,, Road Constraction Company By Atiddres5 3401 S, i3t3ss tip, . . Box 334 `I"itle Harlyev F. !.Otvlec�'�t rrea%i ens Kr-. prospect, IL 60056 Pfin,led '=01 1 13t_R I�_3?,5 _ G *r _ t4 f-E-M U-T !on r r'-D ' THE TRADE Dr— MAm c . 4tzr—erefary o/ REGISTERED CT BE 17, 1-9 45 i - F � I FOAS i Tre M- M:9 rf ary �4 1 yx Fly' r S�"1 ,+�0✓ae 4 08/18/00 A+/1y64-.50 476999947 { i J[1Aft ra AMA � � J L��J'St 1100 PAGE 02 is Of/ S y 4 , • k t *` *��' - *'+Y t "i. r ' - � ` . [E + • � i' aE � [ y '` F'ry k• , F' -1 A -®r yomT' �t- or. � ' ''tea "}y.'" ,�"' •# Y • 3 a" *' ' '" ' ..����'-4✓" [*ilr tti�`w[ Y4.7a ~.µr • 4�F # ` • _ its " ,' "-- •L.r�C"r �,.+,L'i`�.+'� LLF k �; 4 ' ��,£ ����'+¢�✓Yyr#� � [ r t` r � lx ' .. [ f � Lq µme:. .. - . ' ✓r ' ,}mac' ;' E a� `���- • } - �s� �'' u + '4*f[�:j�`y�-s'���f. x - � " ""�..r�'7fi���� i�[S�fart,�C2''Y'. .. - ,7�'" - { - ... " 1111nob Department of Transportation Proposal ir}ula �, Cook RE -TURN PITH S L(rx al AVnP rjfv n()?' A1;t0Tq 1. Proposal Of Arrofer Roark Contru�tioa CromDaa7 3401 S. Busse Rd., P.O. Bo 334, pit. Presnect, IL 0056 ......... ......... ......... .........6......... ......... ......... ......... for €€ o !MprovoMont of tho above sWlon by the construclion of Tha rrsurf=jgg of Dodge ,AV willx repiammaont of i e:mb, Aj i=t sidtwalk, wilily MI-mWtCs imprownimt, �md all in6dtwal o*mt ciom a total dWance of 3,737 fro#, of whirh a d1stanof 3 237 feet.( 0,61 meet) are to e €raprov(�d. n• The plans for tho proposod work afo lhoso prepared by w. sa^ r' xg, x xsio o £xa ssp x#actor, ubi�c 'Jor . DepwMiml, City of Bvawtoa aPd approved by Me OeparVnenk of Transportatloy v . ... 3. The sper aftns mfefrod to herelri are lhosi� prepored by the N3 paft ent of Tmnspofiation and designaled as "Standard Spedfrafiws for Road and Bridge Construction" and the "SuppFemaflwl spePc41e4=> acid Recuf dng Special Provjsions" thereto, adopted wd hi offoot pry tho deft of invi€aVon for back. 4. The unde,s3gned agrees to accept, as part of the conlract, tha ap rficablo Spacial Provisions indloated on the "' heck hoet.for Recurr;nq Speclal PmvWons" roatalned in this pmposal. 5, -Me undersigned agr6es t� complet4z� the wofl< within 35 wor}inq days of by unless addirionai 11me is gMMn d in acxordance Wiih the sgacit�ea#safe, . A propo l guaranty sn the Proper amount, as specified in 8 LR8 Spacial Provision for 8Idd€ng and ondiltons for contfact Prt�pos;als, will be r quifRd, Bid will 0 will not be allowed as propasai guaranties. Accompanyin this proposal is Dither a bid boo if allowed, on Department [bM SLR 1 230 or a pmpcksat guaranty check, compfylng with the spe6ficatioms, made p"bie to; City oll=lor T40asr'eF of City of Eva too Me amount of the cheo%:s -._S° fBid In the ueot that ono }proposal guaranty cheat is Irtto ed to ver two of more pr+�pv9� s, #fie �fnaont must ! equal to the stlm of the proposal guaranties, which would be foqulred for each individual prop onal. if the pmposa# 91.1ammy Check is pla d in another pfopvsat, it wUl be towd ip the proposal for, So lon Number 8, If 1hfs proposaI is accepted and Ehe undersigned rails to execute a ntract and camtrart bond as r ulred, It is heroby agreed that the Bid Bor d or a-Eeck shall be fwfeitad to the Awafdirg AtAhorlty, 9. Each pay item ttAd have a omit price and a total ps roe. if nc tolai pace is shown or if ftri:� i a 63cropmncy bo(w en Me product of the unli price mutt€pllod by the quapfity. the unit price shell govefn, If a trait price is omfltr3rl, the €tail prig will be divided by tine quantity in order, to establish a unit pp , 10. A bid will be d ed ared unacceptable if n3 !Rhu a unR P000 per a total price is s1wwm 11. The undersigned firm oerbfOs that R has nit been convicted of br b M, or attempting to bribe an offloer or employee of the State of iii mots, not has the firm Made an admission of gukt1 of sucli con(l .act which is a matter of ma ord. nor has an official, agora, of employe of tho fifTn committed b bary or aitompted bribery on behaff of the firma and pufiwnt to the 0ection of aulhoftation of a re�porrsib2e official of the firm. The uMwsigned firm furlhor <;edii ies That fi is not barred from contracting wilh any unit of State or local govomment as a rosulf of a vlolafion of State laws pr0ibiting bid-Oggli g of bid -rotating, 12. They undersigned submits hereMllh the schedu;e of prices on BLR 12222 covr vinq ttr- work to be pwf(# rmed under this contf t. INnois Department AffWavit o of TE 1?spb�fflDil For the Letting of � n;�)� Lurcacr oFco+s�#.traGon 4pJ$-DUOtJ>]rkl;rAPpHcK'RWRODrIM :nsi+W;*r,a: CWW'trtDlhbfmrm6y6rihff W WlhDM25aI L Wj%n fd,Wirw.; 13%M4 'AuV g;mdam0t3;R'wAf%rAt�afx:wb %vrfleme PAO*9 of ;NR k= um OumplpgpdfnOeft% V$D(bddIdarlp1faM %a;:6t c4,A aFlx{milvmrk, Part I. Work Undf-F collt"Oc W-tbMWNFFaworkyovhama-defouar'G CXraciilgrjrrlr>sn*+-ft MW or p VLTaDhtmdw,41asrnquifrdtornMW?fMMMJngflewbrdsn0lY;Aamwcr er J,rjKEad, 3ribP)Kntvantum,1150tir 4DTp 77asfLhO'JMrkva9A.T%ERlh6fi WADS JU[yayMKO"prst4r, T4�6V RIPSG4d srwirmIxI*W, -st<VR4nkh+�ftM! MP,Mntv�InW& or*WnraPg t%s fft, CM4 &; aLIAWWO� Wr%fWt cWrurra4 bO WWett- if f v WOO; k flo-ntpsdmd, :.hrrw XORJN % .............................. __�� 1 2a 2 3 2'SS 4- ;194 Aw rdJ a r g wPnk GSy a1'3-3- CodR {ri2>knhFanKP#k C#jf-5#al {;ggr.g{eribJppk lCourptyandSirctEorlNumber s Hasa — i5lalrfr3 #rn sxFa#rSGG Eiak 4ba Oump PcFgpr A. LAW Cpncml4 EvlErrtalad complatEon u4wkS+<3 94 Cr Qfi1� i{f Sd3o111 . o;ccsrmSrrrl+rG Trybi c:CfAmut MID T�S4; $ $U r�804 �di. 0 6' 3.$8'S.3fF 1V4080.00 �e J ;1r+CDmp]a�e[i vol hir vallig is r4m 1F #fir. t. dSrr •...,s.Y..,,. 0.04 viluo Worm I, Om W fowl Value of AR Wor% rw48. r22 1 Pori U. Awnrd!� PartOre8 ttgd Vdar'k 10 W d0ft tvlth yoarr owa fOMOP. Lim( bdiwthoSrrNwmp!!Modd vu%m �ONOHEk AftllrChw"GtvrdmvYrrdsPmPOJMgrIPiyirvw*lModve;hyv4cown fn , A4 wwlC 14acSiit�i73h�C G ;hrCiFit7f40u*m ucd boNomoar the r"mn Oriwa form, PM n 10-1rd VM SL[M.L%onj+t)RI9 PPMDM of lief:uVfk Wfwr dfmr. by 3 ,3ampWq, ffrtvwarkiaoorRrrGcsei. rl�Srwr k fAthr work MID I}trrttaxord amok#t #f] F t avtn#7 OXID fElPRA 1'3 rrt k�flx w 157, 59.53 231, 4?, o yr B,MM* 11IMCD 4RP1,&p4,0 I#I4A� Ix�VEr�g I).C4� r RC1t Seat �=.,. sJjont& 0.00 Anm.Svtm 1 aimulr & Surft ? ,�72 GE3 n. �i,2£S U4i 38r297r4D Ifiphwq,RR, pnd MelervwaySf;-uv m CAB 3��fEnai{c .W... 3 C.C# �Erctrrrul C.�# aovrr arrdlwst2� p,OC .......................... CoOpo mtoCCr1S cE'oa1 4.4E3 rrd5captn 0 J5 0 pa�Fa�fn� p,CD M i RStMK ftCC - YY. 0.00 cold i�II:EEfr Fr i•�rrr7ii7�} $ fiulw�73MI3Yx 8fiSC 3 Ar+ 8.t3E} a3713,1a 10,4292a d�rrtolt�ixt* y . Pavement ""PR.; PR.; (PuTrrt) C'�C [�al>,1Srxa�t[vrr C.00 Field O too C.O FataE GEk, l,Tt1l 266, 62 4 56,87U.QS! 3d2"M O.QCi i;Ir" i'C.Te 61; '=' Vro f lhkm WO:MU M b Rpg*pF?tb 10 c oCrno;Dh kh¢ IgM-(ay pUr3Wsc as OjpO R!a In lsa'dl no&g PrcC"r(u Ont CV'Jt . T'-ptltK* tO *=ply v#q r i In PKm4rwawoolan'nxodvw mkiQn)'b old" Thirfarm rya t In ep ove�d tiY thr) $lntr� Formt Mgntr+�rxr W G4Mcr- s�it�a NMad IMI t 00 57, (W{M2,M) of TranspbrtatiGn Far Iho LcUiE igof rFWiL`8V o1Ci�M�uPG❑rr ji,all2r49-dae+,tr}-- *DO SGanh Olrkcah Pfrr$"ft;m 2Y2 C"p6um *0:6 Fam by ePkLw WIng w uS&tg bi%sk fnL,, spKPgTfw. vumla 6�711r! 'AullWr AVo� to016'Wil col 2rr. 4 sor.4 u4iw bmb akdrn or Nu fvM Pm t tfrla;O r,44rrmll 4iF.h ndWJJJ Dl [orms *! rmu4e# W alsl el Par11. L *Ts;Umfer0itrimot Mtn#'a�kvrork}'�u3�aw�uhdrrg7�rritlfiSPrlrl�ga�yr5rr3r,oacrir�cearararkii�»ncrogor,liERfeQv:roO=o�nA�4hw�per�prrr�ipwG6#:noRSxa�Rrsrcdor r*vWd. NmjcIntwplavm,Pgoro WDIPNV"oiI;rownrkwAdahbdw+ac ttabylkyofyuvrc{unvn y Thowv $coMoonar%g5pDTs:ob-D'MzC Vp';4I rxr,ao.-�t {momlef1¢Nk,Sesvro'"ir1s4--Vrnn d,andmuATazR -vork GurK*AbA f Sooftrm, ifi,owwRfer OY+Itas' c4.5ft" OTVF& "� $ 2 23U 3 AGE: 4 $Gr ItvF»r�#ertd��� Cotxn Sndw"�CCTIOi4turrrbar � 59E CVarS�Y" C941€ r-x()• . �.. t} Yid Pi4v"t. SN tMKQ C4Wrgv L:iq' o1 C'R77 Ck1'J#ili Mufmq Gradrr" PhrTACP -------------- Erxt3moto4 Comp)* Eon Datn WWII I en w%l 7131111 W'!M .......................... . . Total Contra Prfro �2� �90,OIk 9,4Gi,0?�.60 i,��6,99ik.C8 �,SGT,2t$,07 �CCxrrYrukatn rFCGm MCA l Ea r V3WO u;'$FM rs. xho '. R'R"�rpplk�[�� C}ppf 1,1 C lff VIP;M 11' fi irm kS imo Srlheerrtt'rCtdr _ � �E3�rflT4.#13 9',s7D��ASAE1� �5��94U,�E! �,$9lYi�$��� Total Vallxn of ATt Wor% i 7+i,G62.U1} .............................................................. fart 3J. A34Zr(fs P-nrdJni ; j%hd s4rrrpEntotE W*FiC t* bo d'QFW Wkh YOUfowrr fork. U"tv-$oYlriniAwmO o+fckAhirvnUmofwark(wcodaCMkhicxarAmwm4i pmOno6ahaocmpa cMw;thynwi#} foF .Adwgik 5;vbUPsfiWod tao6humwilf ba NiArAor? V%c reti+rw:o?tMR?", tq ti jorrt'+an1Wm. SMrMl r Erb PM1$t ON4T Woffk 0 tMdxft aryvVor CMRMFW. 3f M W WTS ka %90WrRW", %hQ& NONV. ?0T1€akttd ctrrr of €= )rmmt* g Iong EiUA Mnt M 1 d1.Vlzoo 8o,m.40 (:1"n & Seal tfr�rT��.�aGrrkF N Nway,♦ R, iand watmMy 56n #urr r. 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Paa1. 4,Eork Vn4rCantmut tjEt t?KOW All wmt)Tw bb" Wdu v*pjm;r1 fm qH;4DP Ppimr.Gkr PTOla!ubOOAT;r i#ar, It1pcMRUIrcd#-P nm; s�Dollpuk47ra9lowl}7d, [AgsWtcimlydad#f brfi [a.�lr+ i' of Vne� zm%-OMINA o. 4 �4n o u s1 wE`P Oiax�u ltt%O d Rv oib of Y o mr% a 44 rMdaA.�� pwNC 11kf V81ub r6 W #e #nresi uF4+ti dl�Fj anaS# r lrei{Yatlii SOc734n 9FFnb#Y I' IV $4. C4WX Cif'-V9• 9$3 p`jilroQF. IDWSroCAS oF«It, tt Wkt B V ns#►, qpVuK wr .. rmstiinsE,cci crrrrpE�#Tor1 �c t3fi341�'� 7t31l� 1 i�f3�l�'� AEGGVaiFkFE3SCii TOW rona %, prjoa O tCOmarol) MA-tr V D1140 11 1-#rm o U®r FrCO 91 Vol E3r vmi7C 4T P I F m 45 li4C TOW VqcTkp4) OW Work ...................... pSrt Er. Aw;Fds P*Wff laid k1>Ico"To d WOT% is kn dvr:0 v4111 YO*F- PwTl rorcos. W4%P;dOrOy#�U4PWUoaa*T114 i�G5�4rm�rlal 420 ,boa�r�Jl�dO4jq*#I vAl"11"4c4o+9hri'i,'rR1�a f �F rX +M t9do iyyYMr*4fo1'x rOMpTl„rOr$IN*WWO.S«il4iYN{}UrT.--------- F#hwoEic b.4E} E}ortTo->ad4IFF4#t[ro1,ri!!o p;sw�k+{�,#FE1 HC4h3Wtd1x 9�{SC#lp B#,970.4 xG,kx70.6 i,898,64AE37 FiE�W:�vEFag �•6 le,'«n SOtrtcksl SolrFt�s.4EE A��r;l�tEp ii6SR� Fe $k6CJiF � �7F7'i�,7J _ � 47r713.T5 #Elrrry,#t�i. ar�d'iEEvmy#rutur mom,. , ._..... tikR .. r�rr,a ' Cova r artd Simi o "� l .., Can t!F*to CrOnSIT11f; iof! 17.4Et Ekrsaxplrxg Cx4i2iE` mil O Er PAIntIng RR CrVr.Q �rSiEl6rag, i'3�nra5ri{; & #�o#�ri7lESEn{1 'i�r��2fii.�9 i7,`J$5�0 $,Sfi775 ............. .�.,,.......... Qcprro1#fual .... .. ............ ............... . Fr#abE3irallEvra T�5.2a 773,5 E9efd 0.00 E?ftu�:v erF tai #frr 1F TvTa7e�p0 1a k£irCkRi2>ir±d t tmMprb :!m .,A4M{4 y Mip r.0 aws ❑vr.1n64 In LIM "Kn m rl; mtm Cade", F4010m !q C gCmlp yr wio r —UTL !I7 irorf.#sSiPP7,G4 ggTFTa Tp SICI: Ywr (Prm hea bcaft 43PPmmad Wthe Fuld!, rO m'k Wtaa$o:s u'-lO; rlm r Np.21of 4 piiftw =I f4vi 1 T�� 37 ��6JVgB�09} flinoLs Department Aff1davit of Avallab lily of i%lvbrtaUon For the Le%Ungof - �rt o�'� cii� qd fc) UUMNvw' 43" edmAh Qkkf e:f` PRAwaylRppm 52.7 irrstrvcvpng' corop�s3c� t lk fpn-n tv 4%wrc iypl+q Cq, a16�fv w%k la. SPAM0,1R14, WIMP s W7" -AvLhMLWc m;0J3Jd'v4.4 nG7 75S3kiu9d vfoi 4" b'p &WsoT thkz Talm efd ac�P'�tcc rM �r,1g2L llge ardc+cUcy.n1 Ta�4 m: necCrtd }4 tl:R arl u+D+>€- hY Work l3lv�or4 awq#r:tCf l,-F9i ORlpw jw 4+wk pu #vv" 4G o�hcr n OMrOWY.rem f Gd A S4bC Traa76pr, Ft Iw ploplrri 90lrs;Jodo (M p*h%Pq :�vrblda h44 Y01 NVM 40 Df t1oW4 . mj;Wrgt 5xr,4+id. fig iomkj?th"Offi 4;flF30 %V.A V&i;hJl4thp MGFa-IP1Cl;yaV*jrrfjGGrsWny, Thp vrmrarr NnJ dcOrt"Tvo SA 0 tm WmmW kspO V`D n%D t MWrtteFkp5h .rnt T,;wmmarz(rrvLrtlC rrMmust Mtu%rkv rkS#MKS. :lnPWWt1aeohlOFOa4, }M4wlfO1{�- 7 �2# 7, M3 329 4341w�rf# r'rdTrs9 �.;ooxs;�t�3.4 Vwx y- oaxwv-xQW. Coa%W-Pray. OURIi r And Sargon Numlw- 4 � rt3� —M.9; 6#�5 .a .......................................... .......... corri'xMtwhh CK)OT cpvY MOT C&V("Ptmv e0roff" orrrptINCOORty .. MOM SP Wil 3#f30f10 . I M 0 1 1 0 Tmw CGMt f;tGt # iSGn ,370,79 55 fi,3 Tk39i.5U _ 907, 5 tf3 8+4,T �.O w ,_ Tr3r tFmOMPMwo uotlar virus ft eirm M Ina ,374,i83.S5 8,3*#7i'�1.50 .6.2-5E�.4 tfFl C �i7 k-IrM 0 lile � ... ----- - --.. ......--------------------------- - ��r�r:rsrStY:etler _ �p2,7,61.#40l ?A2,�8'�.Ork T%trod Value 1pf Ail Work S,JS9,03 4r Put #L Avmrtfc #'Dark 19 by di?rM wRS your own #trr�+ s, ii�l k7w#heVrF4prFFAIGtaAiias�rtrxakrso[+vptY �oranshcontm�tar�4zrorbrc slMi>tQmg&PImtwkDl d%%ijul}uWr*wrf ce9, Mvmtk Acgfr�4ukute g;ulh=b7 id loo WMT;Mf4 onVvk v4r o=vyn hts Farm. in sW44vnfrtrt+xo.fttonly ttbt wN4(MQflisr„aP* 0 hodw�p by iuw 3oL�fa cr ny. It 4w wvrk t4 cof*W4 4. 51iw h1Cf7+ L - Por!lf nd Cerrwpl< Cco=tc Pav#ng HMA PipAS Mix S,SRSsS�7B 5G 4 �,�7Gr50 207.04 R,688,31k6 Or HMA Pn ng 1J.13Q rcun >v3tksoksfkoEtkts l}Alk IT,ggmgnlo so cm Fc �;IMT.; {7R #.fk oi #' ohway fzrn. 41"d +1Yirtunimy oclsrrex 0.0 �R�rrGai } O. C4vtP and Srml 4.oRtFr, �GOFkCfC�ik �r94a�Ci1 � � � �1'{fQ l z�F:QsC�p ng 0.00 �RFkG�P�j �Y ,Y-,� �•�¢ t"atxRrdrskk 1 8.415 Cold Wfrng, f fr;Rrtrpg & WurrkiMng MOKIPa _... . Pr4i"k art.MCLO"s P fnt a.Qm Ftnkd Ofk3rfr 36.4AQ. D� 3RT�G4Q1,00 7 p0A0 OAD -------� -_�M.-.-.-.-.-nn:n::��„�m......-.--............_......,,...,,,,nn» --K...M,.n...:.,....n.nMn»,n. ..nn...n..nw.,.....v...,.................,.,n�.,�,.,,.,, TOWS �#,356,273, ! 4,528,M,54 0.01 20P'28l.001 e.00 q twOo34,0s CA&0jr { M O itds Safa =rt M in cvNbacd 3t� lhn "1lfinglri i*>,4cv�a srr4i bd ', ralrsuo ;o cccrrp�y wS qua 1n ion hs.-xt4nr o of Oro AuJvwi�loii To Md-' Tw!5 f«m his bmi Ttvpmve.d by thro SO FgXrM ICE Lnar,*Mnt T emr, P;g(; 4trf 8 I PrirOcd 310in I sc 67 (MM10$) Hinds D paftment Affidavit of Ava obiIity Ovirmid oT Conr.Wnevi'" 230D SWiplhMrWn#'olxw W+ m ZZZ Tf nJNI%,?rW CWMP1$W tW.§ form by' CWWtVPtnP oroa7n7;VP4dX WR 23grS VDM, id4ealx ? 4A 'AqAp Zaclon I* WO, wW fM11:M Mwod tan1mD bNh sldq.rs qT g;l� to" am pomDwc4 fn QClrr'I. U5gs cd4Mnnl &Xtht; xff nl Rd 11 W WR 0 VM k. Fart 4 VV" Under Cootmt LJFL WIDWtrslvMf$f[ #vi4g+dandrrCMWF(,>;6$fx t4gr4 pftc: npbcamW"v, 4tz;m- virc!4foI VIVV?r�pcnlln)9rrwW,%no4yotMVPf wor fm nt vVTj%P eu o b F r -5 i tV a a �r m,44 A �v6o rh v S xa ts o oh,cr.ff r+nuwa rvi o,a=V1;-dam, s.Eiaw {�0 �cer velVD �7 To ba bns d upori Jw rnvpa x Z57 2S3 SS! 4 364 Air Apdfrrg _ 2S�o-no Gnox- 9tr.04�T144D CVu�TtyaF« Sr lifil #+iue ircr K.w.te t -MgErl cu+ora o- Coak -22?79 its M... .............. . Coratsc#irEFix F7rinn4 Pfrtu+rh F#itl'n•ti,NO„}ff Y,4�6yf{a1>ChaYa #faTrlarksd otttpt�#foFa #oSn 9ffi3Dli7 I9f OM IVIVi4 7 IMI �- R�C�rtr�ratca Total Contraal Pdf.ro i,43S 7 .'�� S�i.#34.2fii 374,5",T' 9,224,173,SZ fnfita. .. fteaar,,,,,, 31o11ar V Iwo at HIM M inn nr o�rTpTeFo me Muct is r arm is trip YG#jV3kUoofh:EWv;'k 3,1�54 I'1X5 pf n $1. Au'srdg pa;1drog ;rtd Uc;cLp rapjotcc# WO* Ip bo dom v4Zi1 yaur gvm fortes, ! d#b krYthgUtX*MPS* 05Q rWfUoofjy%5AC4 OW21 cofikmM m4 ufflwd', pDMlry99otlocof =4V?gh}MrgV*("Mr. Ail WOeK Actu#1�1x1ateiT '.nub rU,adciJoothdf-MMbpgModan13,af4b%m RrfW041%k7l- cm WntvraritoNrIAOnVfttf+nVgAOfft%%%PAlabOODdmcl YOW iCt�TS . cy►.xrxx. s�r� woeto is conirncterf. rttixx �#Er.Y.. �artEoworkc � O.�D �at4rntsd �t�EnontOa�aCatb I��vFn� �'�D 14MAF*iM!Wx A76,�53t}5 54#,y�9,59 ��i,4�4.QQ t4SSf8BA.TT 2,',E3�,497.�3 FMA F ag Aggrci��rt ,t3�xi:oa % url4aDs rfax R,7�1 Y-W 7D.M.45, #tr+d W;Af- w .ly 8lrWAUMs 0.13 s}.pE1 f OTrp rela Varr�trt al= t}'OtE y €rrdRpir+g s}.OD .q+�r<aja'tg 0-0 �rts�t'aix�a - - Cold Mfh7gr Phir: 3 og & RolomLMiig i�9,3GS 00 i3.x#�J,75 $4r $" #D 11„4a7,% OLTfl*TMfiiS • . .. ....ter.. ....... ....... hSabi3rr�tEors � W ��. ry� d{��35.t3D �3.736A4 ................. . OAM OMM ............. ... ........... . . OA i'otmlei 137G,GS3. &59. 9,$ � 37 ,SS3.7 � 6i{�{ 3,Oz 0-0 aftxl44�rro od q knSo ;'cn Rt-QV! FD to R"*wp ish ,rro �ra,Aw y purpprR aT•. ,pUk� +pd in flee -IMMTr. PrWvMmcnt a oWr RO tv corn* V • O MMtI in rstsar�tsvonea of Kin 7AUA Wi7raVoati TP $4., dais f,?n%hu !)Mn w2KOVed I?y k" W(ft rZOMM M"R4 ?a mlml Cr;nler. p;;pSof8 of Transpbdan For (ho L¢tf strg of — +Wri7rt4� UT Cvn:Ltmmz1w5 JX4PA 3rrg du;a} $oaru, Om"A 3v hs7tNomznnx: ComdJcto Shen foh* #y HLAW tp nq of tgZnp Wro;K �nk, r59;1r,rd, aSlrSais 47.7�4 ',4Avr(Wrm io ORPwllrngtb4 kysuW w:1rn trothptdpa or rh1G fwm Irrn our;YpToSad In dam, L�s9rlCRIIquSR] fA*rn0 as rw�d40 to u�! art 5 nrrk. pb,rt L WG* 13rtdoP confrmt U. bnio-tM wwk you h6ti a {ro fz.r #pfo 6,14S V.,ft t n rxlma OlArigou; Or fi ;, RMc f, 111s rags21rm So "nOL40 a21 Wndr4v low t+4.sOW W mwen%ad oR fejkxi . 44 j nivnp6u .',Is7 1 tAarWf5 it1�4* +fkt+7ai�hask#.rYCSD nsk6piryo}}v4� of p o►1. T1*#m4MPTe!"d#gArhrluahS460W;044vtaShfimpm rorxAraNhW'RarormCFS1�0:rmmle,%nnOmkwcWWOwurf tixb*nL`mjOtno`Jhe(— Ifr4W rkTsr, nVuAM,rtwrvNOWrxi, f S3 2 3S 3$7 - +4 358 F.wrrrEI PandIn.g ' County �r�d Se�t#o # a�m>�et 4 v"Tk N I1,00 Via. upa[q - #Ecaf o-k - i1 g59� cook -11.f� t60- a . y 01 rd m4zt t~ioAtmG1<mul V, 0 P-Nuvou --- -ROAA M CCTI V. of UrDma v� V. of ML Pm-pea .............................................................................. C-OmaW compl�#fvrp Date 7131111 1113011 7f31111 11PO111 .. , . ......... Total opr�xG #t No ArMU UFaled k 3�131.Sx3, 8 1,27if5.0 9+ 39 .055.1471.1C+ �tii m VhCs}T{t�r4#Pi}�OrrTi Y.�rtrG` 7t #'fF7ti oS Ik4R . .B$ r573.33 .ri14419.20 ?,��r5' ,071# d._d♦}1. 9,$ f7I7 e e�o rV Tutrit FfeW W . ... ............... ............... ..................... ....,..�-- --------------------------- frr�frt�atfatinr Ttrtal V tWo a A W rk Pod 9. Ami-4 Pardrnp and #r:compWa:d Work to be Bono w1lb your om f*r�ay. 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V In�p�:trl CIpvar and S1W CWb Gancroto Cunstrucftn L.-AW"ApIng w. jfarrotv Csrrardrall Pa1Znvpg RR Irmumnm ( aPld Frf Wng, P 104nrng ✓H FtotoMl3!€r R i Ae�xrme�I:Klod OAO 0,4R� 0.04 0.00 4CD,A�O�Cfr �a44 0.100 0.OD Wrm5}1 #jarp,Ofi P.rpv rFnttd Fdrfritlnps (PATAO O.RxU f.SablilzakltN+ � U, now Offrvo 0 3'Ct,S� ------------- ----------------------------------- Yvtaars t 9,452,9�rf.8D� i,20G,933�5#1x 3&S,d�6.�.5� 1,'i2'j,i<#►,�.2�1 n..::.M�— �.{TD $,?'��,479.7� p1Wt>84oro vd W& WWM20un is REf t PRED kQ ncrVMPTh6N kho IVMtAtSry pkrrpasn as MMInW Zh fp lMrp76k P+,nou eMF kt r Wo`. i<hUvn? to oWfAy win ai�suX In M n.4:sul Of Wi -Avo urLm lorr'r4 "',d," TW ftm hW k rr hPPV ad trl" $Wfr Tamar, Mo-fapcmcart OUA10. P&go 13 of a Pelft+ed VZV2011 Bc 67 (OVOM) 111hois Department Affidavit of Availabitity of Fans' rtaU n For #ba Wting of {l.nsjnq tl?;toq 6mcno P1 CnnvWcgcm Mb GVlh lik'+M PTrrs;"Ylab= ff;ZL rtlMlPa 1W im by plLhpr9}pines a: wing Nu-k i' .. 'lpimin BP.M4`7CgglaMnVWiC810'wAWtMi6rrUCdimlcushpLhT-Triesof th5pfgr,alrm compinlsd an Rcolr. Vzc P"G(ncl fpam6 Bs %i nd:d to OR p1t %qA- PutI. Wor9�fla��frrGartlracf UA ljr-km ON WOR ylW ha" VRdpr G&Ilmd e: GAller¢ Rr6md r4rn000x n sutSoan faf #f, It Irt raqu[Cod gl #lo er1C aH punNnEr knv 104s 1;01 Vii MmT40 hr tcpTln ^vgs�' ilea �SWnplm o ka s � dr i*WkwOrk m t4;4 ARK R$rllh. Wr W4c,4 1 6redtrd fihony, Thu w# f. 4#� IMF Y .and ;vbo �Saknop �+P+ c most pv,oAI I. z 3 �A Avran¢ Forrdtnq 34m #rFr,3lonry=�a- fiourlW �114 l3 n #trrFrber C,"X - WA C4"jdLglCj -t2% 14l�rdn9 v V. aSchauer110; V,of8nrri un ,of4wAza Contract i�'F�ili V �mmtr. r �&9€��ta�>rvtri#�or+t�al� i#�3"E�#i frf�Of#1 w 7�3'E�Y'! 4�4i1i�� .ceumu€aee� 'Vocal Coratr.Wk POM 3;#6 }Q`" "p�'p int 01PLlar valtm ft rfrfF7 4;F MR . � 0� 1tr V,,,,.,• ;rMR%F C FIrm #Y Mrm m wo jj �.. 33G,�#8sr 4 Total VDfum of lu3l W*r% ,¢►2, i rf3.74 ....................................................................... ........ Fnt IL AwnMrc 1>rFrdkiq and io 1)0 40rm) YA#ily#ufawrt (nrce'r, beanvr;hdw=rr0il toddzdir%grMpaelmvr#tCaa`"rhr,w; nilmdawsigUArx4lrgW0D cnOMPO%Othyqurarffifarom, Agwrmlt '�'7taG41r1f84 to a;h" 1%0 by :IMp¢ on thn Yb+mn;yp pf 9dr form. an n;glrrl V"fdDM. rg*hF r ftt PDrd" of tho WMv is trr dT?0P iy? YDW roWrsy. ?17WwDAhf,= W&OWd.&"?r l<ar#M�ror9c _ ,.... 7,'i3U.l]t! ,•' �lrt�5roo ....... .... . PoT0.7rMP.CmentCiorrGP•4t4P{r n HMA P3ant M $3 Eyrf85.01x �31,{!4S t}5 33 ,0 {i 3tl S4S.2�4. 41 h1•'r!G`�F7 � tTa� 1'3Gitf��l431LLR "Sw YQ laIIC a $tFPf.K*G --- mcy",34 22,V0Z #ilgkrw:,y,t2.R and W elQrv:Ly Str3FCWM.; ��Srsfnd y sotr:carl �avarsurd St*a� oars c1pn To clmis�cllon F;eGF7i�r+� ttl� lrs¢trC,'bttOp Cojd ,'+11�$Gt�1.11asrT $ s�o3a1n13�Pog DorRcawoM ........... 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Pxr# i, W*ro t 0rtdnT- Ct;ff vt LAOt wM 4TR W" ym 151)V* vvkwz4tT�M147%he"Putmpwnawr4wAKiA4Pimci4f,xr1gtnvukmtofe4wcLSp di+glawbldshot i"4tPwwvc4er fojot:W, 041JOi+ "Mera.410DrdYV; 51 afOouwvk,rh>vhin#1snm.4vomWi?-dYourc"mny, nlou>wrrp".41wa+.,nsi+r.lpwn-,4s0: r QO"thr�mnm FCCeh#rr lh �'R#[G'V+MT'1; 'PUMRI#, dndhSutOwEV fi+`'Lwf{iSC�bYr7rikUr~dSh4WF# ... ......... ... �..... ......... ....3..... ......... ..... .... ........ . ------ g � � � AWRrdS #CRk`€Ag County and Si}aTon HTrmbmr a:at�ir�Fct Y�T�lh - ow Contmok PrTCa *#rar+ci t oc�s' t r arl pte Do TarvInhMtf1*Tfiti3a itsa or3 aG iA5.98 nanrr�P r�t� o€mr voauo t t-erm os ino W Tot*] Wwi of 1#E!'i'Vofk G#i,E18 .55 Part 11. Akvmr¢I� Pwidl o cmd VdCO npinlad Work tO bD thm) v4th your oWn (OmP7,. tkj bcfow thotraK4imjAatcddrAk*r% hn4if%+� faYomtOarstra4tmid fmwd!;pfmcOrgSDtrov"Wr4w44WwewrxfAlu ,%Ale€ r-MndiptatS- 5w1•eomractev14o gwKt a wM be iLs#ed ar the ff.%T ;m *1l a ("U. :rt ri jrgrh vrsnlsM 131 #nMy thnt npryRXw V( tha WNJ+ la pQ ifQM ty �+aur oamPimy.lfrar+bYlcsrno'VW'ed,f6hOwNDNP'L. �' 1-0 f;rt#Fti'4YiC -- ----. mm...,a.,.,..."�.,... — ,........,.,..,ti.�...,,.. - oYtEttRd cf txrii! Cvricrcta vEtt g,p¢ 11MA Pblot WX >fMA Pav;njj 4.0 �anrr &ati CtcFal.�al�xls v 0, #! 0"lly'R.R. ARCS WmwYwaly sl Iruv R ms w O.QU 37rsfTrsgu .. .................................... El.4kE1 E�ectr?catT ff.V9 ovr tepid SUaT cwtu fiCYFCkGC4 �r4k7�` FXi7G#.EOYr Q.#fl3 E.wFd=Plfeu Farrc�fep fk.4D ��,t�arcffa3i Q,fl Ek FsTFti'fr4g #t��# Rid ErFstrFahcx� 1��4J0 �ald �rEEEE�4� #eT.�rFn�teg �. l3vEA�i3:€r:g ------------- '�,201r0;�S.�3 r �pnxrFsrplEEsr17 � �� 0��� PDvamrsntMar nqu(PtfTrFE} 0.00 �!veakEiz�tEsxrF r+4 3°B. YMP-4.E} .......... ..... .......... ............ :... ....... ... ... ... .... ... ............. .`.............:................... ...Y .............., ,.,.,.n...,Mn...... n.n.-- Mn 21,'EE35S3" AO DW w"CftW6lnfbrr Ffttfon 3s RkTGNARIED S# mOjh thO 4taWofylau WT*nE; oktl�En0sd to tha *;Iltrtois PruauFirrr uM Qodn Fm durr3 toOomp4 y W1 Ott ke isan urrxc of an 02cirkmILDia 'ro Vkl," r4il5 foam hMg beast rrppW"4 by iJxtx $r trx FgrMp WrtRS;w KnA C, r er. PaNa a of 8 d Nr4Q4wlv4ll BC 4-7 (Mme) CERTIFICATE F PUBLICATION Chicago T bu . Company hereby coat# ,es that it is the publisher of the Chicago Trio-ue; that the Chicago T b xe is an Engfishlanguage newspaper of general eircuJation, published daily in the City of Chicago, ow)ty of Cook and State of M ozs; that the Chicago Tribune has been so published continvously for more thwi one year prior to the date of first publication mentioned below and is Author a n6wspaper as deed in W. Rev. 8 tat, Ch. 100, SS 5 & 10; r that the wde signed is the duly autho6 ed agent of the Chicago T biwe Companyto e eaute this "rfificateon its eSaalf; and tliat a notice of which the, annexed is a true copy was ptinted mid published in said new45paper tl es(s) and on the follo-wing dates: tardn /07/11 and Ending 04108111 the fist pub] icati€on boing on the earlx t of said dates aad the Xast pub] ication being on the latest of said dates. Exeouted at Chicago, Winois this 08TH day of , pff 1, 2011. *S vat -,h ..�.• 1PJ'FWVCt0--c Ecx� oar€ ar.coxa k35I a 19icfa8 aro Av=c, Rom M5-*`04%0, E14*{s 061€ ( ! 2) 222,-3 - Fnx: (31 �) =-0111 1333M Pago i of Nofice to Disadvantaged and Evanston ei nesses Arrow Road Construction Company, located t 3401. Busse Road, Mt, Prospectr jI L 60056,is �jj�'} seekingdisadvantaged and Evan- ston businesses for the City bf Evans on s 2011 Resurfacing of Dodge Street for sub- contracting � portu it1os. in the following areas: oncr o electric, landscaping, saw cutting, $i l i word striping, or stdisadvantaged tray control. interested businesses should contact, i n writing, Arrow Road's EstiMating Department to inquire about subcontracting opportunities. R - r olproposals and quotations for this )roject will be evaluatedbased on the fol- owing criteria: low, responsive, responsible bidder as determined N Arrow Road Con- struction Company. Page 2 of 1111noLs Department of Trnspo n Route I ounky cok Looal Agenu-y cjfyOfEvvtn5tOn {if ,wl Wividuaf} Names and Addresses 1�if Corpora#a Puma , row Road tonstructxoj� Catep9g.v ig d By Job F Healy, usiss Ad cis 0 jS. ss� .M o 3n�nn M..�.,, .fit. Pro;ve4ot.. TL 60056 ............................................................................. prosidel'it Jolla P, H<,XL}r Insert Names of Secroary MzchaeL J . S aImDa Ty r r T aya a� y Print or. =W7013 1;20,53 Phi 811nois Department.(t of - Tr�jortEft 1. THIS AGREEMENT. ENT. made ood widuded Lbe pa can LW f'jfv acft by and throuph its Oa#v OGIMA xaw 1t'O" C,,a txx;ak are Cx+roPR"'v knotign as (be patty of the soon nd rrartt day ( of —f'NM-';fOn Contract North a"Year kvwn as 1ha aar#Y of the #ors# ear. wd .......... hiViheir Oxecutors, atfr fwr"tra ors. si oQws m or ar> skins. . Wftselh: That for alld in n'Onsideralion of the payments and agreemer:ts mmUoned In the Propo,�al hemMo attached. bo made and ppXonred by tho parfy of the flat part, anti emoMing to the rrrrm expressed in the Bond ro aning to these pre- t#i, the patty of the sar nd art agrees wM sald paTtyF of the first: patt at Nafthe€r Own #miler Wst and expanse to do all the %vik, Nmisb all rnaf at45 eTid all labor Fia=,saty to oom plele the work in aowrdar a Oth ft pleas and hw,f fter described, and to full nompliarxoe with aid oA tho Wms of this agreeiretd and the mquimmeALs of Elie &4iiear wider 3. And it is also undmtood and agmed that the NoVm to Contractors, Speclai Pro !ons, Proposal and op"6t bond Mari aftc�htwd, a'nd #be pkms for socrim x� ace ao � a4 �z�s� xoa in phi.- City of ��ri�#�]�..,..� � i awmVed by Ole Otmartment o4- T'ransoda#ion of the staff of tiIMaIs , lam essenlial daoVmerkis of #� ooRt-act and are a Owl hereof. ................................................... 4, IN WITNESS HEREOF, I'lie saM poftles have exeruW these presents on tie date obove rnenftned. A#€ - The Gltv of, E,Yfloston .M.Y (Ira camiomfionj rpoMte pjaMe A►fz:-,Y ROad CQn! trurt;ivrx Company 13Y 4 re uQh P. Rea3y �ff� F'ar�rrC�r�hfrr� A"et 41, 'ley Z, Vic[ g er, cent Pefters 46nq u 3ness uodeir the firm memo of PmAY of the Sat+sr;d W w !ff an frrdMduaf} gady of tm scrmna Fort Pemwoan 5wrow9'71'$3AM { UIllinois Department T of TranspbrtaUon B(Ald o. 105604118 contract Bond Routs r,ougty Cook ............. . L=af Agemy #ty 2f Evanmon .......... .... I ........... . .................. -.. L"f9 T ArrQvr ue"i U Ccmpanv BL.59 -.v Rd.., P,O, Box. 31f 4r Mt<. i��'C,�;}pecrr, jr,6005b e' fat)) 0 1ndlv:dual o-partrretsNp arparaQoa organised t34:dv thQiaws of tl e state of. Delaware ds PRINCIPAL, and T avo-lars Vas miry and utar amv��x�r of Assar.i��a y . .................... shk= illej or, SURETY, ... .......... . ..... .....................�... ................ ..,..,.. ...................... . . ..... .. ............ . r ''held aM fimAy bound onto t€ fe above Lv € A5enoy (hevz�after referred to as "') In the penal sum of T. .. .........I ................... - -- ....................-............ _ Uallam ( 697'4 $'65 ), Eavuful money of the Uni Wes, wA and VWY to be pold tanlo vald LA foa the payment of whEc#i �+� baler d e�ur�e+vim, otfr llerrs, r�xecutors, adtlni2*ators, saccetser% Wulfly to pay to tho LA Ihis sum under l€ae mndl nnr -' of IN,; instA3Ment. WHEREAS THE CONDITION OF THE FOREGOING OKIGATION iS SUCH fh 1, the sald P4nc3pal has crrtlered rs o a v itloj) ntr0r,Q wjiti the LA soling tf OUgh lbs a�w-lrdlAg auftdty for the wnstMt n of Wovk on the above Wollon, which c4wtfact l s heT�by refers- to airrd made a port # wareof, as If written #sere€n of Eengih, and whcrc; y the said PrIndpal has err mlr ed and agreed to perfor sale# %veric in a=rdanCo Wt€a the terms o4 zald t�s�ttast, aid laas prc+mjted to ley all stabs of M'OnQy duc for y is r,'Mtorlals, apparatus, Wums or rnachl ry fbvnTsfW to w4r h PrFr3a"l for fta purpose of porforming such vmr€C and has furthe-r agreed W poy all Ojml wid Indirect damajg% to any pursers, flrrtt, company or rpotr t;on SVfeTed or susla heed on ac unt of lh(c performance of such wvr$ dut€ng tine Cmo ihereof and u mill such work is, oomple-ted wid scoepted: snd has Wher a n d fit fts bor;d oha tl imfe to the €)en t of any pmcn, fLrmr company or mrporalior, ,o �vhotn arvy monoy may be dues from 1l a Pdn pal, subwntmctor orothvrwlso for any %0 €at r, m raferlal% ar4oraWri, fixtures or mohiwry so fufnished and that stint maybe be Maintained can uch b((nd by arty such fx rmorr, Vrm, oompany or cvr ra#;o" Ax . � re wvm of any Suo Money, NOW THRlwPOR , €f the ssld Pdmt tpal ill mil and Wy perform ssld wor% in 8 rdanm with tN tore of said f=twt. and -Oat € pay all sums of r[torrey due or to be wml3 dart for any labar, matot la, apparaW% fixlvres or maoflinery fixi1rhed (o film (of- they puwge of rrstr :c€its such :varit, and iholl ovmmar Ge ar;d e tarnple te? tie vwrli mjhfn ft #fate prescribed in zas'd contract, arW shall pay and d fsoharge ell daM ages, dirocl aPd Indlroct, tl38l may bo s0ered ur wstalr i on amount of 8vch Vvorlt during the fte, of the pinforManm ftreof and s'A#il lire Bald wwk sfaal € hAve boon ocmpked, and d otl laid the LA and IE; award ieag autlwfity iuurmles, on a1 c unt of ah'd stp-,h d�aoAqft and shall in ail respecks fully and feithfu Eye com ply With <alt the provWons, oondWaTis rind requiremonts of Said ei'4n"c:t, ll' n this ablipat€oyi (0 be v44d; ails ee ter rom iia In fell fort afid oftol. IN T5S'nMONY 41fHi RSOF, the aald PRINCM and the rmid SURETY have Cass+ 4 t 3 fn4lirvr eSt to bO s1gge4 by their retrpvsJtivo 01" lhli1 fth y dq of May AD, PRINCIPAL Arrow Road Construc�tion CoripanV Mpen Nam } (Company Name) 8y- .3abn e0LAY nsRsrc d� L { grro�tora t ��:a A[# sl: Attml'. a�ary r�. C v 3 ra vao �are,k a»L (}goalurc&Tft) (Ii F INCI PA'~ � J,t ufo t or rmota comracwrs. Aho cot�'tparty rw mss and alA t fted a:gmture of e h ocmlra r ut f at�xad,} ' STATE OF ILLINOISr CPUNT QF cook i #. Cherie. Lvnn Brown , a Notary f'obgr, ?n 2+rd foraald county, do ktemhy t.edJfy I# d (WQ4rmmunoR#ndiw34tM5:;t Wnq 1011 �Vboff DrMNWAQ -••-- ' %r" are P4 Cll p0mixio+ly Rrso n to Ina to be tho sa ri port s whoie rome� ; #ro v:rbscobed to ilia fore�6nq Ini trtamorL# otr bohuK of i RINCIPA L4 �!Ppo�llud before mo this dtL)a'r% pv!:Sori and ac4-ovwiodpd m%rm0vuiy, #hat tf it,y slgni�d Arad d0vemd seed In-jWment es their free and vo$0Qtry ac# for Njo uses.i tt d }rvpop ,e-�t "retr; yet forur. §very srrtdsr my hartd ;md notaO " a A.D. my,GMHV;s�lorroxpres f I erainna{il.ri (SEAL) . rt SURETY , ,Travelers Casualy and Surot Sy., mpaay of America (if+rmo at s:Ey?53gu�er� o[f+tioroy-� dad} Robe3't A. KrNinhols STATE OF It.f..iNOIS, (SEAL) OUNlYO#" Will I. Brenda K, , Pichler a Notary P{ bit, in and to said outs my. do ht�mby r dify that obcrtr A. McNichols (rFloa rl&iLc br #nd3vdoarg r�1gr; ng oil bntarrm or su ry) are etch povwmny knu wn to rrxr Fo W Ire Mo persvrt aM strbw6b to the foragoing lr?s#rumnt on bcrh f of SURFrY. appared beftlo Mo Vs 6y ors peron end aanNh sdged msia ucly, that thoy r.19t-W arkd d Avered utfd ''Mumma ji us lholr freo and vo untaty od for tf -ct uus Aid pugpwws the.teln sc! fv . Iven 4jrxdv My heLrw and noiatl�tf cort IN's ft dAy of ___`Lev AD. —2D-U....,- .t,� �cn y comin;ssiati exptres f. {+1 2014 ' CYFFI AL A- EAL) i4tyr 8ED K. PI %f��yy}}��yr,,��)) +i 77 fy,�+ �]'Jy .IYxErwa Oc('y#,a /'ipM od th1s +/ } day �f �- { �Y', r iii4. i.i *i i`Ill ik Fi AtWst: Cit7, Council city City' K3 oaage"r 5*ago 2 #f � :E. AIR 0 77. BLR)28121 (Fv71 q POWER OF ATTORNn TI VL YZtkFt Pl pS�kSii COT1 VQIp y K huh MWOKY Itl6ruYance. FJOVIfty MUd C;MI Mr ty Sts RPMuce Cuu4pauy 'iv;tyrlet s C .-65mally and ftmy C'anxpmy Fidc#fty ;j u (;UftrftntY ;;I';af 7T4OC ptdap wr itrrs, l37C, Trzq iplcer< CasmaNy mid Surdy Cramp.-mX oP Amulq-) St. Fain girt and Marim. IrFsur';trcr mpnl' U11114"d mz;trs Vlaethy 11rd culinkrtky Comminy St. PF}ul C,9slkr�iaq frutts7srrcc F`�nmpttTty Ajtorrw,y-TT1 PR9l Nc). 220405 Ct'FtGtitM# No. 2 0 1 CSC}tor A U. M Lq M "0i XSr P RVSliN": Th.Ik Sl, lard Vim Una M Rr 411;�;T4.wr co, 0mpgny, &, NW OuMi R" Rwktrmw, COMPIMy yaw %. Patt11Mmwy ir+�x�rarls c { ompa:ry Ito cnrp;umicros dsrEy ognnimA tLPdrT' Il 4 IMV& of O[ R ftta Pf M rnsscu ua. Iftm Fpmlil &&Ic s >w `auaaaily cmr tmn�. vtwkrs OLsuaJq +tr d urcty srn p nFl . rand Trawl M. 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