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108976 L & M ENTERPRISES - CONTRACT - BID - 8016 SH392 & I-25 COMMUNITY ID SIGNS
Fort Collins • Purchasing SPECIFICATIONS AND FinxnclxlS rvitte Purch.un, Diaiau 215 R. Mason A 2'd Floor PO Box 550 Fort Collins, CO $0522 17'.221.69]5 . 221.6G0 jSm."rr✓'orch.a" CONTRACT DOCUMENTS FOR SH392 & 1-25 COMMUNITY ID SIGNS BID NO. 8016 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS • OCTOBER 24, 2014 - 3:00 P.M. (OUR CLOCK) No Text • 4S.2 CAN RLITUk dill imnl�hntty,-(4)stoppll wnrl,-in«.,nwuon was wd«aurnnwa�aumdixm«nd an, syuch mMinon mid any affected arm is a has been fuWeejA[—nsy'trtganPs9eom =meanr�juMnwnt,—d�x , 1Vedo-uappgew�dtepee»kas ania n a Finalt ofx oh 4 either-pmAntlI+nnls�revided-in Aetielen-I+2 • n me Naeadnuc-lYesto-er11 ..,wad a-revealedutdesite g EICOCO&10taL(.OImITOtb t910a (199aPddm) MUTYOF fgti W W NYNmIFIGIIOI$dIEV dI101� 0 Penfwaisroa P y..wand0d.Banda 5.1. CONTRACTOR sha funsuh Pa'larraw. a end Payment Honda each in an amount at least equal to the Onwep Rae ae .it, for Ind failutil p rsernaace end Nymed of ell CONTRACTOR'S ebb ti ess order the Cowed Daaurnenta. These Ennis shall remain in effect d least until one year MR. i ne &te when final payment b.. di except as Provided dhrwi. byy Laws or Regulations or by the Cortlrad Oaumema CONTRACTOR shall ala fumieh wch other Rivals ns m¢quimd by the Supplcmm eary Corditiaa. All Bonds shag be in the farm p.1,ed by LIM Contrast Domments weft s prov�dad ndwrwi a by Lam m Regulations and shu0 h eucuted by snob surds as Me named m the WRent hit Of YCobipames BOldlrrgg CCRllledee Of Aulhaay as Aaepmble Swedes oa Fednd Bask atd as Areeptable Re'mam��gg C.PaNW es puhl¢bed is Circular 570 (amaded) by the Audit Sill; Burwu of Ornmmed Financial Operation, US t'rmsury Department All Bonds signed by an agent must be o.anpeniad by a certified apy of wch agent's euth.L, wad. 5.2. If the sutny an any Bond fumiiltd by CONTRACTOR is ded:uad a bankrupt or beaanot .Nent or in right tO do Ivsam is tnmirmte l in any 9ate.here any Pratofthe projecti locatedoriteusaw most the requuomems of pamgmph 51. CONTRACTOR shall within ten days therufw substtNw another Bond andeurety, both do,l ah min Waacpuble in OWNER 53. U."d Saeedn and I...; CaniflWex of lnmrvnu: 5.3.1. All Binds and insurance mqu'vei by the Contract Docamada to be paehasell and maimaind by OWNER or CONTRACTOR shill be obtained from surory w attain. ramp.. a thin am duty licnssed or ombalad in thejunsdiction in seldch We Project is located w wait Bads or Manatee polkies for the limits and cwnagas. requited Such surety and i ounnoc canponies shell also teed wch mldidanl requirements and gwd.fiutim n may be ,.,ided in the Snpplcmanmry Cadtian COMTRACTORY U.Malylna . 5.4. CONTRACTOR dell purdesse mid maintain mch liability aid ogle bammae a is appropriate for the Weak Inning perfamul and fine ad aM As will provide painv tion Gum claims set Rath below which may arise out of m nnah from OONTRACTOR's pafotmmne and dmnbsim, of else Wok and CONTRACTOR'S olba obligatiaa tuda Rto Cmeea Doamnm, wlnl6e it u to be pefomed or furaialtx] by CONTRACTOR my Subecomaa o Supplier, en by anyone dvady or indionedy employed by my of than 0 perform ea Pormits d'N my Y. Weak, a by anYata for whore acts any of then 5.4A. olives undo, wakaS compmsmion diwbility bmefua and other shnilm anploya benefit new, 5.4,2l claims for damage been. of bads mjmy, accupatioal sick,. a dicesae, a death of CONTRACTOR's employees; 543. el.ma fa damngs hemuse of bodily injury, sickrna or diense, ar death of any lamina other than CONTR.A(TfOR's employee,, ,544,lmw -for-damage- insured Iy -o anomey Fail I i «1 19111 S I IFa�atll' IF 91=it domed a+t b) h, . m adw, P. ,far J'Y ethaiasetk 5.4.5, define for dwags other Than m the Weak heal[ lawoue of injury m or desnum m of tangible faolndy whaca lon ted, inducting teal of me rasultingthenfran:oel 5.46. dal ns fro Menges bemuse of bodily inj ay er death of nary personor grope ty damage ariein,, out of the oip, main.. or use of any moo vmhide. The pelican of uswmnee so required by this porogrnph 5.4 m h purdearal altl maimairndshnll: 547, With ra,ews W Insumnee epWrnl by peapaphs 5.4.3 Ilsough 5.4.6 inclwive and 54 mdudc as additional hmarnab (wi to any cwmewry easltanm in rreeaappeedc1 of "n" alwal liabilityy). OWNER. INGArEER. FNGMEE is Conmkms and any other f aew or eNities idemified in the Sni,lamcruary Cealitiort all of when shell be deed . intuitional m umb, aN melucte cwoage for the mepemive of6cem well employees of all mch ndAtioal hssi 5.4.8 . lode the apaifm myaeg a and be wrinoe for net Ins dun the limier of liability p.vnod in the Supplementary Conditions or InNbcd by Lows a Regulation, whichever is gmater, 54.9. inctuMcomplwopeationsinaumnce; gKDCo1T®taLMmy!014519104109 olwtkm Van OF YONT MWM MMMCAMNISQWY4anoo 54A0, mcluh wntraauil liability hswunc, mredng CONTRACfOR's mdwaity obligations undopwaga*6,12.6.16 wall 631 though 6.33: 5,4.11. mNnie a pawasen a mda amain that the ooveage afaded will no ben eeaxged ma ,idly changed or renown] tensed until at lan Ndaye pia writeenR and CONTRACTOR end to each U. additional hanuad identified in do Sapplemwary Conditions to whom a cmifwac or in. has been owed (arid the a,ificaun of imumnee farmed by the CONTRACTOR pulsuarn to sag aph 53.2 will so provide): 54.12, amain in offset at teen send Taal Wyeimt and m all tams dnreada when CONTRACTOR mayy be conatit,, amovag or replmon, &joctho Wak in i madance with petnlpaph 13.12; and 5,4.13with ew at to canplaml opavtioa .a... aid any isumnce cwa ifge wmka on a clma, mode bases, renal, areaRe1 fa at least two yaws afar final paymaN (ard CONTRACTOR dmd furnish OWNER sad sell W., additional ..it Identified In the Supplementary Conditions to Wham mn,rmk on insa wmc has been ismd evidence satsfagwy to OWNER AM any Ich addiiaal re oof mimammc n of h a at Real pre. end one Ynor thaasner). OIYN 's LlaAlflry Inamnaee: 55, In addition to insurance oquhed to be provided by CONTRACTOR undo pnrapaph5.4. OWNER, at OWNER'S aptien may pmcham and mausm at OWNER!, nxpe,se OWNER's own liability ilmnvn. as will Fnowet OWNER oilman, claims which may arise tram opaatiotn under the Comma Documents. Rrapereydnemance: 36--3M1esWwwim pwidedin-the-gul'Mamanlory Condition: -OWNER shell puabow rod oianain pray , awamwbai�ala m of-(ha-hill-mpkiewnNm-e 4bwwf- suloja 4. h tkJuaiNu.-ameum-I.w...may--Iv- -pr.-..in_In. Sapplomnno- Conaliums-or- "Mined -6S lewa--and Ragulmeni) . A'hnmmmenedad� 5.b>m melude Ihe--amiss-M—OWN616 ,. .wMpirm.. bNGIAiSRI{ EN6SN . hmu ,ed-m ataryarsnaw mtdles-idamifad in ll ry Supplamemury Ondaiaq eum of when e, deanal te, bavran Imtuml, mem, unddmb 1heiw,omen-eoweA.nAedlmol i waaY', 14.2: be wiulea an -a EwkCn Rck -NU Are a wen- ' id. ill ll moo-:w�:� The—fodewing—polite'—ere-1-egeMed :I • 0 I• RRve P. Uleft"mdnlism- d-melimom-mischief; eRa 7ur{hi ; ewRekwd-b}exfweex�mFel-lww^1xaJAayWeNus. .� Y E.rrxliewxx 543.-melurk-eepe ms-mmitod m the repair or M!memmr ofmy.cured-pmpm (imludi%Imem mdtiuo¢s�1ollaw of mmonaare on - - 'nlea:xleyR'ryatenFaeredeLde.she -eo-Rr�mbr-lxmtim-mn-wRR9®eed.io;n-wnring++r _fie-uvwrBurRted- in-.Ne-H''wk: pmYidedtha-such mmniM and ,pmom heva hem 3.6 4o-txuinkirnr�m-effieve tiLkml-pe7urom-is t N+wy-Boyd-weiUeo-aAiae-ue mah_exM ndditi ime,&.ebef-ism vemd: si.3.OWNfR shall-ptrahrue xml meitRain-moM1-Goikr ns4lnxellmay'Will InF prryxrtl`+ rmnoe m-mnY qe-reyuirul.by. iheSLpldexrmmry-Oemditinre-Or Mum! FGWv'FRAC+FiR� fi:dw:xmeetex�SfJ(31NEFX: HW6NJFhR's(:v:sulNr�asd envRtlter{:erumsorsmities iAmUFedirvlheSuMdementmy-ConbtieM meM-ofwhxm e .mediohxvesnirerimbleiexereaeM-shall be limed rmimuradteadditirRv4irvwre4 sN, . I jmeral'inexmx eixxhe F.mb...eRtRrer • . W bl.mUIewR9-+ex wralwo I.-5.6 mainmhsetlby OWNGR-imnccardvmawehfnrRgre..... & end-4a x Ily mvemge-a-i-bem--bgiven-to-OWNGRe O or-fBCmMLUm1Ro-1RLflmly4eyo---pmrm wton -natoe--hed GBN'fRAC- Fans.. r mou" h oomm-n-mnihmte-ol'-ilewnnaR-hRR-ben-imuerCmJ- aft wmeitr-wRwer -provisions--in-- ewerdema- waft 13'1'1' 59. OWNER shell not he mo,,mobk IM pumbmsing end maintaining my pr " Immeme to protect the interests of CONTRACTOR. Smomem tore or mk. in tb-lYM-w tlre-aNm#Rr:yde:WaiWe-axrvime-thxt�rx identified in the Supplanmlary Conlin..: 'rhe risk of law.wlhin i-j i6gus�N-hxAmrne 4y-6BNT ST SabutMUUee Wh." euuh leexnrm-ir arry-af-tbem-wiebea-pra".y iewmme eoveraW y,it)m 4he-dimiut of �ch emwms, mch may puraMwexml mnimainiLaLthapurubwtsrmn nrpumw. 5-F0.--IfF.O�N'Itbe i.- Lv-in-wri r p2a tif-pas+iNo,-inNu wtelrin�ea «te 9vmge--Order -W Wriu.-A amimem- - Prim-te 10 gICDC06NFRt WNtMlo8191de(19908 ) WMYOFLnxTO�LI MM"l1CAnONS(bEV4oOWI Ll wmm a memort ONhe-Wor"Wte-site:-0W?.TA "]I-m wriUngm '' ha Oxxxwe4a�OtYNR& &4i.--Aknx-ef-RigAfw' 5: h6o 9WIJEadx�moNFRA y,th tmdp e5k Policies Pwchwed irtRecaMme-wiW psrogmpin 34 Suboanaeaom:-ENGWRER,---fiNG[MiER's CawaUxax«al.dl-:xher-pew:w:.:r-umitin".wMaifmd -ueedu mimeemalm endxiww-ro-h. I.,- -xs rmur«iv.a xalitiorel-inwnade euvh rolmim. end wiH- 4duA by ,ill,, be fl Wxmr-wrd d.mnges anwal by the perlkmvamd tlwmby.-MI sael> R"amm ef, yin. "lummmher in.Oea-evenLof tmy:nep---- «ey--ex:.ar-dwnugo-the wauvilLMw Ryl'-u a(secerew eppireannYef U:e-.ins,eeds-.. M1xxul-vewarb--OraeumMr. -wxirvv--RN- t40, xgaug_-....-43GNTRAC-T-0R-.. .-- Seebmmea offvemrdiregor:l<mPkYees-Rnl-..Re d'brry-of tI1Mn.ier':' heyMd--0He4l _phYkml-tees- IX--d]mR@E.-iO ^.`•^. •^^�^^w---.�,; uro-Weak-eRurnl-ly- .lbetlgour mi result ing OWu ,R Ot Mlrwxpanl, wivrlwraxmuireweUFry (>WTIER,uncl 5:LL22. -Ica, m-dn nap to the oomplded beef inxaG-meafm rnsutG�-Gam fue xr elMs imureI pcd..ed by--Rxy--paparly-iwxaxma--nmimmwd-on-Uu d.m, IR reel .wihom. - pmuam to Vm,W.ph 1410;-efiee-Submmie}..Compl,%. pumue �xregnrph-}h&or-ndwtiraFpuymam Buemuatt" �pk-141d wrcequemief-k+ .,011-bio -rigw" noose erry-ofLOA1TRAGaaba ommdfwiaaa,, d "than Rsorlwand,106mdor oFlmamn noe Procee& 5,12. Any vrsued loss under the policies of nawancc saloved by p.T hO6 and 5.7 will be otljustd with OWNER. made payeblekOWNGRtsfiduciaryforthe insureds m that imaua may appear, evbjaA to the reepbementa of mry epplionblo mongsw dens and of p,, h5.13. OWNER "I] deposit in . mpnd, arcoum any money so wromd, and dal] distribute A in accordame with arch agmemem as the parties in merest Z. reach. If no mhor special pent d rxsnent is .,d the megd Work shall be repaimd orreplam4 the moneys an mowed eppliW on.,count thereof and the Work and the cost twwf email by an ryryropriate Cho%c Order or Wuhan AmanAnrnt. 5.13, OWNER as fiduciary stall have power to adjust .nd souls arry Ism with the irovmm turd. one of the pnrtias in interest shall object in writ within fifloen days after the omumeme of loss to OWNER§ amcis of P. power. If snot ohjomion be ..do OWNER as fid.,"' shell mak. asulement with the inaucm invooadan.e with such agreement as the parties in imcra t may roach If no such alpmment vmmg the parties in inumm is r.nW OWNER as fidudery sMR adjust and settle the I= with the swam a daeieq-shau�-tu Aacgg=eofBnmandlnav cu Optionm Rspfac 5.14. If OwNbR hest anY objective to the awerago effadd by or �wmotss of the Roads or ireurasa mquhed to be paeMed ad maimvimd W the ullm-eeM T N nWo &. with Article 5 on the bsys of norout... with the C bntct Dana.%. the Partial Vflfimdo.-Property lvamn,. 5.15. If OWNER fads it mcersmy to omupY a trot u portion or portions of the Wank prior to Snbumtinl Ws,Ofir FMT W16 MMOIp ICATIO EdIiml MaN Of YOIIT(AWIBMWIPICA90IS(R6V44aa) Completion of ell the Work arch use o omupanry mW be eecampp112 in acmrdmme with oo ph14.lQ po a m no soda um or axcuprtcy she0 cm�m before IM iaauwnm Rovidog the poperty instanam have .ck.Moditd notice termf ad in wrltnp eMaod any ohmges in coverage mcatiatd themby The into . paysdteg the papmrt. imum a "ll eman6 by endomemem on the policy a tcies, but the is.. shell not M cmcelld ¢.¢milted to repo on ammo, of any arch psaw use or oampamy. ARTICLE. 6-CONTRACTOR'S RESPONSLEILLITIFS 9twavbion andSlspudaendeece 61. CONTRACTOR 0.11 saprvise, inspa and dims the Work oompeknty and eftcteNly. dwking such aremion 0". ad p,I" such skills and expertise as may be cow , to perform the Work N aocordso, with the C tbaa Uocumems CONTRACTOR shall be solely reaponsible for the means, melltab, tedmiqucs xgon s and mined. of comimctioa but CONTRACTOR shall not be responsible for tho mgligcrcc of othae in the deal, or apwi6oaurrt of afo meant meshed. teclydque. sequence or of asavunion which is shown or tdicatcd in and expertly rarmrd by the Contact Dmumenta CONTRACTOR shell be responsible m see that the completes! Work complies socumtely wnh the Cmueot Dossme 6.2. CONTRACTOR $till keep on IM Work m all times during its p,g . a compelett r.ident superintendents, who shall W be replaced without andant tams, to OWNTiR and ENOINE6R exmpt ardor wormordimary cbcutnaanas. The supvutenduu will be CONTRACTOR'. reptsmmtive m mho sib, and shall have authority to am on behlf of CONTRACTOR All aamnrurioetim to tM ml utkm tdeshot be m bbdtng m ifgivmto CONTRACTOR. I ,,Maderbfawd F,alpntmr, 63. CONTRACTOR ¢hail p—id. —,..I suitably µuhfid pemonml to aavty. lay .1 and construct the Work u ralahed by the Cored Documents, CONTRACTOR shall at all times ..main good dims line and order at the tits. Ext t as Whsaw. rq eurd tar the safety or laokclicn of permm or the Work or popery at the siw a adjacent tetek, and ev4pt m otherwme mdimtd m to Cwouact Doannents, ail Wok a1 the sin, abou be W nit dbrit, ,a. waking Mum ad CONTRACTOR will not permit wertime work or the perfamaswv of Work on Saturday. • 0 10 64. Got. mlmrwise specified N rho General wntm. or is fanowd by wools reading that no like, Requirements, CONTRACTOR shall fianinh ad ¢mime equivalent or 'a -equal" lasn or no subdiagian is full responsibility fa all m sterivlc, c4airenh tabu, pennrlad, other items of material a equipnmt a 4nmpamuoq amwtuction equipment and machinery, macrad a aq ipment of other Suppliers may be tocla, applai ces, fuel, power, ligW, heat, mlephwm, unto, accepted by ENGINEER under the followitg stumpy fecduw; to rG• faciWnal es aall Ner feethttm incident. and rdent. necessary fa the fumtslin, eaeamstarar' perfasmarce. ttdii smn-up and oamplelim ofthe Work. 67.1.1.'Or-Evat" If in BNOIN)ER'e sale discretion an plan of material a cquipmed laaposed by CONTRACTOR as funaiaally must eanslvwith the .Nos rearptions.A EN .ro equal bthm rand and afficimdy aimilw mthat aaov of the rewlutims a. v.dvble err me an efangt in retard Weak will be reyufred, hmay offices of tha PrrdmsinR d Riil: Mnmaanmt be amided by ENGINEER as ea "a el" Divisor "the City Clerk§once, rem, in which. mica, ad approval of the pnopad item may, in ENGINEER'S role 6.4.2. Content Reatri=ant, C N of Fort Coll'rm disc�Aion, be accomplished wiNwt compliance Aesolulion 9l-t2I auuias that samlinseml otaduam wish some a all of the togiremeolt for of camera err prMrax eacnimna canon to town eaeppuursc ofpapad sulxaitum itana the amend was rat made m cenem. hums that hum MIT Sa6lanmlan. ff.INGINEER'smle harardw.wa.leuefml. di.rdon as iron of maarad a cpippmmrat proposed by CONTRACTOR does not µteufy. 65. All melenials and equipmad shag be of good an moir N l" iron under subpwe roph 6.7.1.1, it quality and raw, except as otherwise provided in the will be mnaidard a proposed substitute itan. and Doaanenm. All wsonsities and gtpranmes CONTRACTOR tall submit sugknest apecifimlly callod for by the Spocifimtiom ¢hall aTeoily irlfonmaniM a provided below b allow nuawthc�tnFOWNER. if roluitdly ENGMEER. ENGINEERto domrmmc that thcibm ofinetend CONTRACTOR .hall fantah mtiafaamy avidemc or cgoipmma proposed is essentially ,ai.Mt to (meludmg ropes of mgmred bet.) as, to the Lind and that mend and an acceptable sbstiuts thatefor. quality of materials and equipment An materials and The procedure f s review by the ENGINEER will equi rat atoll he applied, installer( connected, crated, imlude the fallowing as suppplemented in the u clwned and mditioned in..moles¢ with Cmmml Requitmtems and m ENGINEER may umavctiora ofth applicable Supplier, ancept as crherwoe decide is appropnvc ruder the cimumssarcea. Feovldd in the Contract Dm mam4 Rai,nmrufm min of pIopmd mb911mte Imm4 of ml a cquipmon will na be acuptd by Parrs sciedafer ENGINEER from any. now dhno CONTRACTOR If CONTRACTOR wiles to 6.6. CONTRACTOR shall alma to the nogrwa fumiah a ax a sadsW life item of mstaisl or schedaleeuablisfid in accordance with paragrWh29 as it . equipment, CONTRACTOR shall Gm make cony be adjued from time to tune aspmvidd below: written application to ENGINEER fa accept. th.d. certifying that the Propad sutaimte will G.G.I. CONTRACTOR shall sulnit to ENGINEER perform adequately the f uwtiom oral achieve the fa acceptance (W the Work indicated inresults call fa by the general dosairt be shailw punggrreepph 2.9) proposal adjtrwmem. in the progress tosubstance to gent specified and N suited b the sdeedttle that will act eking. des Carted Tnnes (err sumo use as that spaifid no application will Milestones). Such adjustments will cadorm generally state the extent, if any. to which the evoluotten b the progress schedule then in effect mdadddiomlly said accpts. of the prapmd hostile will Will amply with say provisions of the General prejudice CONTRACTORR addewemem of Requvanentsapplicableticreto. Stibatan[ml Canpletion on lime, whether or to, aaeplana of the sbstttte for um in the Work 6,62, Proappoosseed adjusMenh in the propFtu schedule win anion. a ftZ in say of the Contract flask will chrge In, Consists Times (a I.tilestatrs) Documents (a in the piwisiom of any other shall be cabactied m oocadela with the ramvanenm ducat contact with OWNER fa work on the a[ paragraph 12.1, Such edjumnenta may only be Project) to adopt the design to the proposed made by s Change Order a Written Amcrdmml in subitiwte and whether or rat incorporation or use aceadvme with Article 12_ of the sbstute in eannecfion with the Work is subject to cayman of any license fee ce royalty. V. SabtlMtesand mOrvFgnmf" (tensw All vanvfiom subsituk fimn that 6.7.1, Whenever an iai n of nationala eauipmml asavailable ath a nabm and seedbed wuL mm meimawnce, repah end isplooanmt specified or described in the Comma Discontents by sovice will be indicated The epplirafi. will mbg the mane of a prapnckmrym a th item name of a also caravan sit nantmd ewmem iof ell cents a padamilar Su,,lia, the apecifU... or dswiptinn u cro its that will result directly or indinsedy fen mtetdd to elabllsh the type, 1.6. and gmlity aaxptarce of such sbsllue, including cats of tttrybd. (trues the specification a description redesign and claims of caller mmractaas. ntfaad gKDC00hltat t%1tURIlOt81910.a (199a g611m1 12 vlf]NOFPfMiWWt19N(Y)NlrAilOiS (BLV MaaO) 0 by the remaking changc all of which will be .dared by RNGINEBR m evahmmg the WRAL 4aak ENGINEER yW rCTOR W furnish rdlitimml dely, about the POPosed eala tivar, 6.73.3. CONTRACTOR} Ery,.: All date to be p(ovidd by CONTRACTOR in support of airy popoaed "orequel^ or subrimtc item will be at CONTRACTOR'S eapenY. 6.7.2. Sbrimre Commeaer Methorh or Prucaduvs: If n ySpaaollle memss, mdhd4 kchaigrq aquera or Taadtae of caratructioo iS ". or indicated in and vVra aly required by the Contract Dommaata CONTRACTOR may famish or t¢iliu e to to 67.3.ErgMae/s P.valuo6m: ENGMEER will be ellowd a r..bi. rare witMa which to evabame ®dt proposal or suturitlel mMa putsuam to .naagc Baer or en epprova MMFJKACfOK W auraM at GONI')CACfOK'e sa . 0 Special Performance guntantee or other surety with raped to any 'ar gaal' H suhatam ENGNMR will record time refWred by ENOINM aM ENGINEERS CmmYlWms N evaluating eulntimtea propcad or avhmittd by CONTRACTOR Pursuant w puVaphs 6.7.1.2 end 6.7.2 anal eking ehmgea i. the Commct Docummb ((or th the pm -micas of m y other dam cHmad when OWNER for work an the PrajaQ occeaored therebv. Whether or rmt ENGINEER propox subarmaitem. 6&�Greeeaing Sabornbrd.,, Suppliers and 6.11.1. CONTRACTOR shell M mnploy any S.b 1V.Wr, $YPPIIHHdllef nearer ar�nira6rn (incthese neaepeble W OWNER and GlWine as Gdicetd in pretpeph 6.8.2J whether HNG y 50 wlutitYk. agora 1 Whom OWNER Nf±IIi may have ern We CONTRACTOR shell nil be requitd to do oy nary Sttheentracter, Suuppppliercrother person or orEatea. iea to fmrdSh orPerfatm W of the Work eg.uor when CONTRACTOR ha re enable objedim. 11 CONT shall form trot Ire than 20 o W b_ own saes (flat ie esubwmmdlt�LTh 20oeamt reodremat shill be , ret 1 t mule WH t,e vei I d which Wteh nil Inca hers 20 ie of Oe Cmfnn gta. 6.8.2. If-theUidduf Documank raqure the ideality of earain SYbc.ntoaa a Sui,h. or IhH paHaa or arprimuons (including dwse who are to famish the Hi.kd items of metetiela a euuiomen0 to be or thc :l ,.. ry Vo,Vbtc R htfcormadut, Supplies a a "ball co aufaw a waiver or ENGINEER to t jm • 6.9.1. CONTRACTOR hall be fully reaperuble to OWNER aM ENGINEER for all eels aM amisalioca of the Subwntradom SYppllars and other M. read crgamatmm perfomtmg H ftumdLng My of the Work alalcr a dared a enthral reared with CONTRACTOR just as CONTRACTOR is reTmmble ler CONTRACTOR'S ewr ace M Meae'a. Nothmginthe CentaMDocmnems9a11 create for the betw9t of nary such Subcamecur. Supplier H I. P. or cepnation eery wmavereal kWuadnp between OWNER or BNGNEER eM eery retch SubcmuecWr, Sutm7iH a Cbl,tian on the pat a OWNHR or pteh Subeonbroare, SupTpherroyo a geCDC(t8alatAL W9NIA01019108 (199agdda) 13 M�IYOF FOIrTmWJN9MWIFICAllON3Qt6V <RWm LA r� r-1 L A 6.9.2. CONTRACTOR doll be solely reepomible for scheduling and mordimmg den Work of SubmNreaoo; Si pplim end W. pemorn and agaitmtiom mrfamirg or fenishim any, of the Work iudm a d'vect m indual mMaet with CONTRACTOR. CONTRACTOR shill m me all SubaWnctms. SWpliem and such mber proons and wgemmtias arfo mmi; or hanidmg any of the Wmk to oammmamk with then ENOIN MR duaugh CONTRACTOR 6.10. Thedivisimemidwctionoflhe Sp if time:erd Ne idmti6atiom d wyy Dnwir� dmu nm content CONTRACTOR m divk!'ug the Work emorig I bcanemlors a Suppliers m delircating a. Wak irw performed byanyepaaSie bark. 6,11 All Work performed for CONTRACTOR by a Subcontractor m Supplier will be purommt to ma ep�Poo�mi1ate egrama[ brtwan CONTRACTOR and den Submrcadm m Supplim wldrh geciflally binde the Subwdracra Or Supplier to the applicable tams and ee ditims of the Conrad Ikmumems for the berefit of �""R's-4wwunilwnte hA.. R-alaa (ar�nlF4rsseo-erk+6anrageaeeusedJ f raising axefm-rearlti% from nmyotthe perils covered by rho Wmk-4 peps u nyim. now«ppHeablo-io y su palin -"ou. �4imtrh.ltisigaeFNyrenyioMmtmv!or-ee Augiier;GBN�RM_T{.IR.wilFokw»rFwwnro: Poraa Fnaand Raya4lex: 6.12 CONTRACTOR shill pay all liarue ka and mydtia end eamone all coals madat to the Me in the pmfommrco of the Work or the imeorporation in the Work be the lomm sna mraages muemg tut Ol Or reLaml, tram any rahstiemem of Proof D more i dart to am use in the perform.. the W Or re 1m, from the meapormion in the Work of any liwendom tkai®i, paceart or device nor epea6ed m the Comact 14 UCDC00YRAL COND(DOMDIM (1"Dfid'iiw) wl UW OF F'OItT W W M MODIFICATIONS nV IRoan Pamper 6.13. Val, com its e mrahoetian when time of opermig of Bids, m, t'thme am no Bids, of the EUvetive Dnte of ilm Ag oomem. CONTRACTOR shill my dl charges Of utility owhae for wircef. to the Wade, eid OWNER :hall pay all aborgeo of such utility owrem fa mpibl aeaa r,I.w thrret0 such a 'foul brvartment fora $j4 laws awribWalabom, 6.14.1. CONTRACTOR alall Wgioe au actica mid complyy with dl Laws and Rcgdmim� appliable to f",hi ig and mefo..... f the Wak. E.M where otherwim eetpremly req ired by appli.ble Laws end Rcgulatioiv, neither OWNER nor ENOINBBR stall be ompmalble fix, mmitarug CONTRACTOR': ampliarac with any I. or Rm,lbau m. 6.14.2. If CONTRACTOR performs airy Work knowing or havim'rpg rasan to know that u u cmmary m Lew: or Regdeliorm CANTRACfUR shall burr dl elmmd, corn, losses end damaggeess tarsal by arising out arm moulting therefrom; hawmer, it doll Ent be CONTRACTOR'Sprm ary reVorwibiliry to make atmm ftd it. Sp m watimoratd Dm mW me in amrdnnce with Lawn vad Reguletiau, but this SWI na relieve CONTRACTOR of CONTRACTO[Vi obligmmm aide mmgmph 33.2. T. 6.15. CONTRACTOR shall my all w1c, camuner. rim and other dmiler taxes ox;uaed to w mid by CONTRACTOR in accordance with the Laws etd ReguWtiam of the plea of the protect wriah me eppliabk Qmue the mrfamorce of the Wod:. 6.15.1, OWNER is ettmet ban Colorado State and lmml ak9 and use wen im mvterials to be gmeandv incaoaetecl'ute the moist Sedmxss u riot w mcludcd Imam Cemmct A 1, far mid mxitm Cedi[hak af_&xela�tt2n_ the Colomdo OT R v CeN✓}fa�7ion of emotion awi tMt tie CAN[RA 1 droll nedher N hu S ce did vee barn en gaon mutermis oovmally momparmorl mt0 e roam. Addrraa. Colemdo Deomwatoflt vaue Wm (7amirlAM 75 S q 8021 Sales and Use Taxes fa the Stew of Colaedo Rvorel Trereoonation Distrid fRTDI and certain Colmmdo tort. n_Trero_mllwtedr¢y the�te of iWRfmS'w..aLaalp 9ISL4d61LIR.NG..L.A{IIIl�Ym rf ErumM on a Gable SState m ached txyea m env Itsma other then cwMto the and buildimmetenea ohvsically iACTORt mi into the c rim 0 be User gjAaNsas' 616. CONTRACTOR stall wnMa conmuaim rywpmerd, the storage dmateriels and equgmal aM Ns, qq�saeaattore of workers, to the site and land and arcs idatifiel in and permitted by the C.. Doc . tans! fannies and ..mama eta shall not encumber the premix. with msatew ire or other maeriaa or aryipmcM. OR shall auntie full responiMlity fin eery y add land or area, or to do owner or male by any .ch m rst or oau m new. of the performers ofthe Work, CONTRA stall pranpdy settle with rudt other party by negotiasan or abewi. resolm der claim by abiwUon or other m re.adm praaedisg a 9 awes CONTRACTOR Awtl, to the fulleat count pammad by Laws aM RugWetinn; indmnrdfy and held larmle , OWNER, ENGINIER ENGINEERS CortsWmnt and .,ow directly or in keahy employed by any of them from and spires allclaws, ceder loss and d.nag. ainirg out of a «suIn, Geri eerryry dada a warn, legal a eq asbk, brm& by wry audt owma or roomer, epunt OWNER ENGINEER or any other poly indemnified heramder 0 the coon awed by or Iv.d upon CONTRACTORSpeRartoace of W Wakes 617, During the progress of the Work CONTRACTOR d.0 keep the premises G. foam accumulamae of we materials rubbish and Wm debra resWtug from the Work At the mmpleGon of the Wort: CONTRACTOR shell snore ell wave maeials, rubbish uml debris from and about Ile p anow as well as all awls vppisarc.. ,aeration eafuipmal and .aeNnery and moplus remeials. CONTRACTOR shall Jesus the site clan .d ready for o n,ne y by OWNER at Subamn6a1 CMnpledm of the Weak. CONTRACTOR stag restore to aipinl mublim all aapety ad desigoaded for elnemlion 6,18, CONTRACTOR shallrot load err permit any part of any dracGra to be loaded .verryry .Dear dart will .darepr tls sbuclae, sor shell CONTRACTOR .bject any pant of it. Work m adjaanl property to strews or pressures the will endanger ft ReenMDaeaaesth, 6.19. CONTRACTOR shall resonant a a safe plea a site the s.tared copy of ell Drawings, Spool Grado e Ade,W% Written Ateendmems, Cherie, Order; Work Change Dimaives, Freld Orders M written aterpcatiaa MW clarifications (iaueri panamrit to pamgreph 94 m miler not erunmW to ,low all dares made coraaaion Ti.. .surd documema togdhr with all approved Samples and a mM.orsont of all apfaowol Shop Dmwmgs will be evadable m S I➢J66R fin reference UI*m mraplw. of the Work and Tk_mr dp.1. of foal Iatymem thew rocoM documents, Samples and Shop Dnwims, wi6 be delivered to ENGTNERR fa OWNER sgbyitaaf waaedan 6.20. CONTRACTOR staE be respmeible fa initiating meimainirg and supervising all salary pxeueons and prW.a in ,smatter with the Work. CONTRACTOR atoll take ell reasary xacasNms for the .fdy oC aM stall aovielc der .,,scary protection to frev.l dmnage, injuryor loam: 6.201ell person on the Wak sits or who may be acted by the Work', 6.20.2. al I elm Work and materials and equipmea m le in arpomted thersirt whaher in wars, on a off The alle: flM 6.203. alter prgnrty at the Site or adjacmt therein, malydntg was, duub% lawn, We pmeaeay wads, yes structures, utilities ad UMcWwrd Facilities not d.igmted for ..oval, reI.e. or replaamem in the cause of ansunta. CONTRACTOR shill amply with ell applicable Laws sot Reluletion of ay public body Mervin¢ iwiviidion for farrago, injury or Ion, and stall area and mahonin all acesrary serfeg safety mh for ads andprokdim. CONTRACTOR stag mtify swan of w1jaam Imopvty aral of Undergound Facilities eta Nilrty area. when proseruum of fhu Work may M. Iham, and shall wo"at with them in the protection, rostmel, rolocauan aM replacement of Iheb Ropedy. All dare 'Jury a low to any praperd referred 0 in pomgrapla�6.7o 2 a 620.3 cued ),,.tly or bathecdy,m while or in part by CONTRACTOR arty Suloomacta. Supplier a any other for. or ageniaation direst a adiraely employed by miry of then in perform m any of the Work orap. fa whose nuts on of than may be lmbl4 shall be nemediM by CONTRACTOR (c otpt d.nnge a beer a.ibumble to die fauh ofDmwinga a Speulficat m rem WeasaamimaaofOW aL GINEERm ENGINEM''a Ce sultan or sm ose aopbyed by arty of then or ertyma for w1wse eats any oftlan may be liable, trod rut auribaab4, di ally or iMireutly, in whoa a in part, to the fauh a rsgligaa:e.' CONTRACTOR or any Subcoelrecla, Supplier a other y¢am re aeedmtion diactlyy a ind'vicetly c.pbyd by any of h,.). MNTRAC7'OR'a duBm mid a�orstbilid. fro the af%y arsd prolectim d the Work alrell ,.rhea until a rch tin e wall the Work amnpkmdaMENGME'ERlvaiarada 41C1%:OLNhTAL COlm1IlONSr91Y8(tYY0661im1 IS MmTY OFlORT W WMMUNPICATIOtb YIEV aRaW) A 0 0 • M. W OWNER and CONTRACTOR in accedence feepoaa required by Tam6sph6.26. The rmmbers whhparagsph 14.13 Rat the Wolk ie earpabk (axeµ n deach Sampk w be atbmNed well be as specified in otberwEe expere pevided in comcetlm with the Spcci6cetims. Substantial Coanplebm). us JYbniaal PraeGva: 6.21. Sa(tyReT,nemnmdve: dengam 6.251 Before wbmittim each Shap 1Taw a CONTRACTOR shell a Welded and Sampple CONTRACTOR shall hove dcamn oM aeperien ed safety Mesontative at the ate whm duties verirwd: and «ymuibilities shell It the prmeaian oCacddada and morale the mue and supervising of safely prey itiom and 625.1.1. ell Geld masurem en, weratitim programs dimension, specified Mr... mama, memlln6on re9ehermeNs, mmaial, emi Ramrdcomeninfarion Programs: noshes and it., information with respect Hereto. 6.22. CONTRACTOR skll be mapan ible for comdvutkg arty exchange dfmataielmmty r6m dmmm 6.25.12. eg mmerida wish respwi an inended Nkr kmrd ammtmiew on information ire mud to be um, 6ebmotim, sbipppping, headline, yomgge, mad. avakble to or exekigmT between in amine aseanbly and metal be. pertaining to tin anployers at the site in aaerdarme with Lawn or perfmm.ofth Wmk,and Regukams. 6,25.13, ell mdramemim relative W Energenua: CONTRACTOR'S ale rapmnsibilkia in regent of mean, method, techmqum W. and 623, ImmergmcimatTemhetkmfetympm mof preecdrres nfcorearection and mfay pr.an.. pumas or the Work or property al Her elm oruljnuat and rm, mms iinwidenttkmto, ttetam, CONTRACTOR, itharc eladal imaunnm or memcnidonCron OWNERm ENGINEER, is.Nmatedm CONTRACTOR atoll else Imve reviewed sad am an proem dreeamned damnnygee injury a mu oxolmemd each Shop Dmwlrg or Sample with otter CONTRACTOR elell ggive ENGD sGRT'E prompt U. =am if CONTRAM R Wxwns shot Stop DnwiW ad Sampla and with the the Work Contract mry mlgdkant rqumaemam of ad the dum,,es in the Work or varimam from tin Contract Doamems Documenm hive been caused tFmreby. If ENGINEER min rmincs dart a dwnge in the Comma Domme de is 6252. Such mbmited will bear a memp or s ,fl. requhed kcanm ortho utim taken by CONTRACTOR is writaen indication that CONTRACTOR has mHs6ed respase to such an ametgerney, a Work Charge Directive CONTRACTOWs obligetios ander the C armot m C'heng. Order will be owed le d000 Bent Um Daemtmts with aspect to CONTRACTOR'S review . co equercaof.6rictron andapprovdofflmawabiamel. 6.0 Shop DrewiWandSamp1,a, 6.25.3. At the lime of each submiuim, CONTRACTOR shell give ENGINEER specific 6.24.1. CONTRACTOR dull mbmrt Shop Dme,irga wrm nnotim of such vadetiom, if an , that the � to ENGINEER fmrevw m ieand 9PE.Nal eccodome Drawing or Sample submitted may Imve fiveneth with the amepmd schedde of Shay Drawees and regdremeean of the Cmmrut Doneam a, tech no. Sample sulanlmels (me paregraph29). All mbmittde an be in a wriven common ation sVamm from fie willh idaai6ed air ENGIN6m2 may require and in sal a root; and. in eWi ien. dell are. a cpacifie the number of copes specified an Ile General roWtm to be made m each Shop Drawing and Reyuhemads. The dam dmwnan He Shop Drawings Sample edr imai in ENGINEER fin review end will k eamplele with ripen m qumtifie; epprovelofacheuchviomim. dmeneam, specified pwfommnce and deegn mimna. mman.le and mmder date to drew ENGINEER the 6.2E ENGINEER wdl review and aWeve Shop nationda and egamicea CONTRACTOR pep. m Drew and Samples in accordmme with the sdedule of provide and to enable ENGINEER to review, the Slwp ikawmg cad Semple anhnitrek aamcc��t�eedd by information for the Limited papoaa rN� by ENGINEER as required by Parepaph 2.9. ENGWFE1l's paregeaph 6.26. review and Fro well N my to determine tithe name avered by the submuals will, ante impallatirs or 624.2. CONTRACTOR mall ateo reined Smmptee m mom enition in the Work, conform to flee information ENGINEER for review and a,,roal in ocandaee gives in the Cminamt Doammm and be a."'bl. with with mid aweptal schedule of Shop Drawings cad the dsign omeept or the conpliend Project me a Sample anbmitmh Each Sample will be Identified faman itg whole as indimlW by the Cmtraa closely as in mamrial, Supplies, peamind data inch as Dacumems. ENGINEER'S review and apptwd will in, amlag numkre and Me um for which intended and eacad to mate mahods, tuhnique, sequences or eleawim as ENGINEER mey require to enable Woe hum of crosuumien (seeps whore a paield. ENGINEER to review me mbminal fin tle limited means, method, tandque, sequence or preadae of 16 gK0006T&1t6L WNLY110M 1910.6091mfidliah) W Q'[Yo! FU0.T WLLIN9 MtmIF1(.`ATIolb lBlYe2oW1 0 connotation Is,pacifically and expressly called for by Ore Carman Do cmmn) or m ardy pruamtiom or programs iaadeat throat.. The trwiew and alprwal of a rpareIs item as such will out indicate approved of fir ammbly in .inch Ihr item locations. CONTRACTOR shell make mrtecdon" required by ENGINEER aM drell Imam the rcµtiad mamba of con rud topics of Shop Drimrga and submit m required new Sompla ka review and approval. CONTRACTOR dreg t apecific mention in wrthrg W mviaiota olMs Osm Or. mrmcticom -A find for by ING➢dBGR on previous aut milaid, 6,28, Where . Shp Drawing or Sample is ra,mrad by the Cmtraat Contracts or the scMaluls of Shoopp Drawing and Sample subrussior acompmd by ENGINEER .s requbeO by Mm�eph2.9. arty refund Work performed prior W ENGftdeERk tevimv anal approval of the pertinent sdmitmI will In at the Is capstan and respomnbibly of CONTRACTOR Commune the Warr: 629 CONTRACTOR slag arty m ft Work and siturc to Oar pmgs reschedule dur4 .11 dispaRY or dtmgrcemenu whh OWNER. No Work shall be Mayor] or postponed pealing raolrion of any disputes or disegreanoms, es"pt so perrained by paragraph 15.5 oras OWNER sal CONTRACTOR may odurwtrc ague to writing. 63M COMRAMR, Gmvd Wmwsry and G faeMMC 6.30.1.MNTRACTOR wari and guarantors W OWNRR AJGINT I3R nwl ENGINEERk ('. 11ion, dii Work will N in acconhre with tie Contract Documents and will rat be dkar&c CONTRACTOR. warranty and Russian ha orals, excludadefa6 w damage reused by: 630.1.1, abrq modification w bnproper maintemrre or operation by persons oher Or, CONTRACTOR Subrammusam or Supplier, m 6.30.1.2. ..1 war .cal tar under mmnel unge. 6,30.2. CONTRACTOR. obligation W perform and complete then Work in acmrdatm with the Contract Documents shall be absolute. None of the following will constitute ma uaxpmrm or Work fret as our in WWC QJF FORT C01W90 UTplat(rDM6dfoU MGTY (W PORT WI.LIIBMW,PICaTtONSQr6V 4/MOM) racco aaa with the Cmtrect D.comems or a relearn of CONTRACTOR'. obl"am to perform the Work in acowdmce with the Contrast Doom ms: 6.30.2,L obsavmorriby ENGINEER 6,30.2.2. rccommmdatim of any Mg. or final payment by ENGINEER; 6.30.2.3. the rssusm of a catifarn of Substantial Cwnpplcrim or arty p.ymmr by OWNER W CO OR artda the Commut Daameas; 6.302A. useroccupsuy tithe Wont many pantheeofby OWNER; 030.2.5. any accaptam by OWNER or any faibm; W do so-. 630.2.6. any review uM mp ovvl of a Shop noawing mSampleityby ENGINEER ofa Miro ,p acapmbility by ENGINEER pursuer W pmegaph 14.13; 6.30.217. MY insposion, can or approrei try otlum: or 6302.5. oty ro ractioa of rkfrehrs Wok by OWNER Tndenurifismica: 631, To 0te finks alma pemitud by Laws and Rcgularkan. CONTRACTOR rah t it.mity and hold harmless OWNER ENGINEER ENGUMER's ComauhaNa end U. Am. d.caws, emplayuss. agents and oilur consultants of each and my of then, from and ginst ., all claimcons, looms cast damage.. (imludm& not fimiw W, all fees artd .hugen of mlyineem, arehfais morrcys coal other profesponals and all court or ubismon or oher daprste mmlmion ems) roused by. .6,g out of or ranging from the perfrmmce of Its Work, prmkW that my such claim, cat Ines as drntgc: is attributable to bodily injury. sickness dmmse o dealt r W vyurY to a (aMr lmWok itueells), unioNndi gt t Ions oaprirnye M u,hmniGed lnremar or whetter Immltry, is Impssad upon such indemai6ed party by Lem and Reg ahoms repadlarsoftha ass; gmce ofary mein person or entdy. 632, In my and all .tubas .,mat OWNER or .Most, d R or arty of their ass by .e torcallmq .gents. offioeq d'vawrs w employers b! enry wn,by. (err We sauna r permtal repesmuntive of such ampI.Y.) of CONTRACTOR my Subcanwaa, sry Supplier, anry person or.,Ermrdon dustily or mdvenly employed by 17 J No Text soy of Rom to parfttm Or fiateslt any of the Work a pwvisiaa for the thwart of CONTRACTOR in said yyoraea Fa whore firm any of than troy he Ii.Mr, the dinamnM wenstabetween OWNER ash utility awrcm indemttificmtion wliptim under paalrmh 6.31 Wall rest amf other maoasm, be limited in any way by eery limsaum m the emmmt or type of danagea aanpehemtion or berafia payable by a fa of carry such Suhmntnmr, Supplier a char la a rm Or aN Otgrbml und. WOik09' eOmpmrtWn fists, disability boneGr nda or other employe, benefit seta 633. The mdmordfirtion oblyefore of CONTRACTOR order ran�aph631 slag sat enac] r the liability ol'RNOINGER eMENGIIVEERk CorlsultaNa, ofEten, diressi employees or soon% sweet by the profesaimml negfigeae, crrorsm anhmore ofenp ufthmh. S osl ofObugnd,v: 634. All represmwuon, itdemdfirums, warranties and guurMw made im rrywredby m perm in eccadmtce with the Contra Daatmena, as well r all mminuirg ebligaiora indicated M the Conrad Dmanenu, will ere final pe,wera, mMpl.t,. and aoceparce of to Work and tmniretim or mmplcdm of the AgraemcM. ARTICLE T—OTHER WORK Reform wadr m59,. as other work related to the MICE own fawn, a lot other aMdh shall cwaain Gmanl or hove other work performer e that such other wale is r be praidod in Melts I dish such perf one CONTRACTOR or ra mernstIshm rraal 7.2. CONTRACTOR shall egad each taha won von who is a petty w such a diraa Mama am each uulity amvner (and OWNER if OWNER is pafaming the aktitioal work with OWNER, employer) proper said safe waste b The site Her a reasonable appormnsty for the mmadudion wall vicars of msasrisls son auumment and teas with such what n shell not edatger arty work of sha. g a othmvLse snoring their work The dutim anal onpmefibiliues of CONI'ITACI'02 water this pre®eplh are for the Irnefit couch utility. and tabor wamdaa to the wom that there are mmpanble 18 fi1CDC0@IDCW CONP7101E IpI,allfr Xdlka wlCrtT OF NOai CUWMN�YIC4TONamgVlrlrn) 11 7.3. If it. proper ermtion m results of any part of CONTRACTOR:. Wool, d-V upon w punk cfmmed by others order this Article 7, OR dais inspect such char work aM pqr'dnpuy reeppoortrt to ENGINEER in wAhg any delays, rbfra or do smoother so such sis. work that realer A wavad.ble or, mmriaMe for the proper cxmrtiond anresults of CONTRACTOA's Work poor failure m to repot will omairse m asapmrce of such other work as fit end proper for magrrthou with CONTRACTOR'. Work swept for latest or no Tapp tent defects and deficiencies in wash other work. Crw6nasian: 7.4. If OWNER =new with others for the performers, of other work m the Project at the site, the follmemg will be sat (bob in Supplenenary Cwmibora: 74.1. the person, firm or carperatim who will hive nmhority, atd ibility Rr mardiration of the odMoca among the variom Most cmtrurdors will be identified: 74.2. the specific mahera r be mverd by Hoch authority and ropmdbiliry will be hemiad; and 74.3the maern of such authairy and to,waibilitieawill be provided. Unlem whetwire provided in the SuPPppI say Cordibaa, OWNER sM1I hove .1. eutlnray end respomlbgity m osela aofmcheoaldimuon ARTICLES WNER'SRE4'ONS®.ITIES 8.1 ! vT as othawtee prmtded in there Coastal Conditions, OWNER Wmll town all canmwieatirm r CONTRACTORdwWghENGIREI R 8.2, In east of termination of the emphymem of ENGINEER, OWNER Wall appoint an ehgirear agaeh9 whose status UnIse the Coast ad Doevments shall be that elhe former, TIMMER 83, OWNER andl fmNWm the dam esquires of OWNER under the Corset Domummoi promptly ad Wall make poyesea, u, CONTRACTOR pram her they are due as proval . gr. l4.E and 4.1w3. 8.4. o Nnfes duties in respect of xmidirg lands and easmhma sal providing amgbheermg surveeyyss to establish refetece poma we set frith m paa Aria 4.1 ad 4.4 Pare®nph4.2 refers m OWNER', identi¢mg end making utulable to CONTRACTOR espies of repots of toplorestiasa and leas of submofas, wrditiom is the are am dhewmga of phywrl cads ions in exist., amaures et orar tipo n; to tta elte that have been utilized by 13NGINBER in preparing the Comma Documents 8=n reap w! 4 panda, RAY -is itsii ro-cA Wnhinpemgaphcb.ithraugh 510 8.6. OWNER is obligated to execute Change Orders ss indicated in paragraph 10.4. 8T OWNWe leapmsibility in realest or conWm "vupatioru, teas a and apprels is sal fond a pnmgraph 134. BN. In wanxtion with OWNER. H to su*Work or rid Wak xe rage 1 .10 and 15.1. Pre aph15.2 duds with OINR's right to totmaato services d CONI' R AC TOR under avmin c'vcamaaaa 8R The OWNER shall not supervise. direct or have ahoul or authority over, nor be reeporaible for, CONTRACTORS mrans, method; techniques, sequences or procedures of mWrashou or the safety procautios, and Roam' incident there., or for any Tatum of CONTRACTOR m amply with Laws and Regulations oppliable to the Furnishing or ppoorfomreame of the WMr. OWNER will rot be responsible the CONTRAC'fOR'e failure a perform or famish the Work in anal&ran with the Cmoaet Doamenls. Itil) OYN91"a responed, i9'-ao- cgsretaFwdakred Rwdvma(vv�utwaered1 or-reveeled 0 the site is ,,, k4Mavmwpk4.9 &,li.I Mid to a" Man OWNER his 01i in Fussell atnor,eirems--have-beat--m ide-_m--mtisfy--9WNIE4's asporeibihsL4r.,a thereof -will -be -as sx-alin 441w AuppbmeMnry-faadiliere ARTICLE 9-ENGINRRR'S STATUS DURING CONSTRUCTION OWNUPsRwinmfahve 9.1, ENGINEER will a OWNERS maeamative during , the caswctim ppeerinod. 'rho duties and regpoanMlihea and the llmbatiora of authority of ENGINEER as OWNER. relaeametive during cerawaiap are at fcsth in the Contract Uaummts and shall not be careaded without wn tus: amem of OWNER and ENGINEER 'm'asmSon 92. ENGINEER will site viols to go site a intervals appgnera to the varioa an" of cendraaion as ENGINEER deans rraemry in order to ohei es an experienced and qualified design pmfnsi red the feegrees FFDC gfit4lL1L W Ida 901a 191a8 h99a fidtime MmIY W Folt2 WLW Ice MWIFIGI➢ONYIHII'42W01 that hiss bean made and den Quality of the various mans of CONTRACTOR'. exnatel Work Beved m alternation obtained dung ash Visits soil dnavativa, ENGMUR will endeavor for the bendt of OWNER to delamae, in getraaL if the Work is M ..ding in accordance with to C caaott LhametNs ENGINEER wig rat ho ncquirodto make exhauaive a cartiruous as- aik inspection to check the quality or yuantiry of the Work. ENGINMe efforts will ho directed toward hmitalma on ENGINE a authority uml re symstutLty an, forth apamreph 9,13. find au oal.rlyy, but whhout hnneation during a es a rest of ENGINEERS on -site vise, or observer. of CONTRACTORS Work ENGINEER will not supervai, disat, comol a have authority ova a he umo aowN fa CONTRACTORS meamq reehod+, technques, sogime. or procedures of a aruaion, the sultry preceuoens and po@are acidat thereto, or fa any fnilure of CONTRACTOR m amply with Laws and RI thane applicable to the rig fir per(annance of e Wank. PreJaaRepmmnmiih, 931 1'bg smingtl e's lugs in matmrs lxneuum is the mxitewwl.4inmlhe-with Idle ENGINEEN and COTITRACTOR -But. den nyvtve wll ke4p tlr OWNIIR rxaovly dg_viseCl spout such meths The R'Regmetivg3 deali with mhcontratom wildm be Reg CS wfiall Mg ,I a me 5:4 '�BA�I9R. 93 2 Dm'cs sal Rnoambllitin Rea=Whve wwll'. 93 21 ScheMlm - Reeks, the nrcmess J 0 0 du e e he the INaINRRR �m:amrin acu;mebil irv. 9322 Cor erre5 and Meelvm - Aumd mm M whh the CONTRACTOR such as bn eoN'erensc pry�aa meehnu end o8mr bb emdereraea end meagre aM cimuUtc F91Aea o[mvmlea o(meJj)Bg 93.23. Linemn 9.3.2.3.1. Sava es RNGMRRR'S In. •:i h CONTRACTOR,- .cioelly Ihrmmh COMIRACTORS moaintmh[a M =a the CONTRACTOR m wdaaandi, t Cmlmel Ctocummla 93232 Asia Noht Tam B—OWNRR edditimel daails m mfowedca whm aeauircd far orcosr eamufimafthe Work 93233 Ad✓ [Re RN GINRFR ..a CONTRACTOR of Ne mmm,,t of ai��rypW�akyp�llmq oig a Shop Drnwvig a �aFfaovul t IMGfI48E�Ro" hev rot Wa IpSIMMPdTem 93241 Condutte ,- ,baafima of am,� rouep mto nniu RNaINRRR m was a o WmkWak is oramdina m • 93.2.4.2. Rcnme M the IvNOMFi� Slli4'Ff IIY R[ Wurk's unselis(ectyfpylly"teaq�. dga �wt.mJom1_b �he_Cor[ma lx Lv 6aa..6sn_s6imaess6.sr_decn_wl�9ultk9 rceuimmenb env inoecUyay, J9.4t:ma4c: whm he kmhcve_ work shoal coaetted a re'pg8d_g should be maover� (ore ve[iw or rcoyQes medal mai(g; imvecumor aemoval. 'e ter rcc uie rcvm cum o a I o(-Jgpwc[wos eM mwrl to tlm 993,25 MR�2��C.nd �o���G clanfxetlms end i wrs of t Ik w �yme��il bb ����O.t D..�e�� �Cmlrecl DaannenU az much BORILIL 93.2.6. Modifiwhmm C ,dm and evaluae CON'TRACfORS swaestiom fa FMDC OHh2tAL CONalIOtb 1910Y (19 W tidtlml � tlQTYOFFOkT WIIIMMCOMCATION4 dlRY4ROm� 0 •.r c ^^r•.+r*rnai i . is ac�i 93281 Fwfads ENOMM jy moats. ea moored. of dm [eamera of the W'rc emi of rro Ok'9 �{ NZ and amole 93.2.83._ Camd[ wish tNGMEER b gm —of __of iaa mM iturcctions or aarc mnses of tk W_al. 9.3.283. DmR dClm aCkNn L4¢94s5 Chmlges, qxammg - lsmkap melenel fmn tl CONTRACTOR eM txanmend M ENGWEM Chame Orden: Work D'aecdve Chromes end field 3$� 932,A 4. R"immediavly MM _GRJ. md_o_WNM IMe 0 .v ew de vece de u ENGINRRR rtmim roniadarly the rdmiomkn d e navmmt rrmaa M e o von woenanti the ud mviela a muivnem de VI ere( (TBI 01 W L and P a an t{IE Work. 93.210. Correlation. 932101 13efarc FNGIl�F'ili 'asuca e ;MnsmolNion euhnl m CM. TRACf�R e 1 o a eevT e raauvim corrmaion m cornolnion 932102 Comluct firml immum in the m v of the ENGINEPR OWNER and COW TOR mA TM a a eml I'd of Itemelebe C.rCGCdar CO111nIGtd 9.32.10.3. Obseva that ell dens m the fusll'afhayshemt aorrutc�4[amm�l tcd xn4 make rmanmestmtlom tc GINEER eancerrum ,dean 93.3. Lunitef en of Amhorih, Tk Rmr 1ative shall I —a g31. AuMorvA nary devMtiom 8om tk mreet Doc mole a xcwt are su�iane mamdals or eauloment mkss autknmd W the IWGO4EER. u (m the form of wiu be bi uktaon If OWNER or WN1NAU VR Mi. that a wnam aiwtcevm or imeryrdraroa fifiaenedju.tmmt in the Connote Price a the Cmtract Tvnea end the pares are unable to agree to the ammmtor maem Iherm( S aT OWNER or CONTRACTOR may make a wrium thin therefor xs pamided in Article I l or Mack 12. Aaeharsed Yanatiuee M W.A: 9.5, ENGINRER any snthmim in. varieYmn vt Ik Work from Qm rerltrueeents of the Cmtraa Documents which do not new.Ne an edlanmma in the Contract Prig or tk Conan Tuna ertd ue aoonpfible with the deign cencrM of the cmnplemd "cat ea a funcdm % whole as indicated by the Contract Documents. Thasamayb,...plishedbye Field Order oal will k binding on OWNER and afro m CONTRACTOR who shall perform Ilte Work imolvM nro nmly. VOW NER or CONTRACTOR klimm that e or cxmaa Norco[, VWNGK or icy make a written dnim therefor m 11.12 9332 11reced Emend, of RNGRVRRRS Re tang D#nn eWork' 9.33.3. Iln a am d the rraommibilttka 96. ENGINEER will have amhrny to das�Pp+ the UUNI M UR. Suhoom.emrs or reject Wak which ENGINEER klimes M be �(eerivva• CONfRACfOR'S momimedent or thm ENGINEER believes will M produce a corrplmad Project that cadarms M the Cameo Dxumrnm or that 9.3 3A. Advise am a ime dvatioae relative will prejudice tk MMgnry d the design concept of tk gxgn oan le[ed Pro ed oe o fmmro whda as udnaMd P tram m es seaaercea a the Convect lucre ono ENG will also have rear ull Ter for�m[rma wlem math ix authority W rr9e� special i h 119. he to or of the J Ilv called for vstk CmmadD ems Wotk as perimied m paragraph 139• whdhm a nor the Wad; is Mkim1M, vmmRM a completed. rrmr& .Advise on at. dimcrm a comma mmml war eatery or ter prognmim m CmrbCGmlfl Mlh tIM 9 ].3�6 Mced Shoo Dmr or sample WRACT R 93.3.7 Audarim OWNER to occupy thc Work I. whole or in van. 933apmucioam in soedalimd ygld_g Mbmv[o tmsmm mcmAtcted ehmrs crayt_ ea. _y flvc 1y_ e _ Jllr fiNGINEEk Clarifec notraad7ataryremGam: 9.4. ENGINERRwillisaewithreasonable,oreecs mdt wrinm alenfinatiom or bttetprdeum of the sK•a:oero-xnticormtnoNstatasarrosd[mf aarroe aoxiwu[M1FNwIflcanoN9m6V 4ahN) Shay Are wMgk Change Ordrs and Nyma as Y.I. me oamatim with ENGINEER. aadrairy as to Snap Ihawitgsard Sampled see pmapnpfia 6.24 through G2g ircltmive. 9X In connection with ENGINIMEN authority ea M Change Orders are Anichn 10• 11. and 12, 9.9. In conarehan with ENGINEERS eutfmity as to Applicetim fa Fr rn , eca Article 14. 1 onaotanaaefor Unit Pair. 9.10. ENGINEER will ddenuire the actual eaamlfies .W donif' amim of Unit Prix Work p,fed by CONTRACTOR. ENGINEER will reviav cat COWRAC70R the ENGINEER', prelan dekraninationa m such mane, befine rag mtdea dociMm thereat (by rxvnmmdstlm den Applieetien 0 • for Poymem. ethowise) FNGINiSR's wrilkn dedsim domsuM uNam olh re ism agreed in writing by OWNER IN. wJl be find and binding wpm OWNER soil and CONTRACTOR CONTRACTOR, ude., within kn days after do Sae of me, such deomme. either OWNER or CONTRACTOR 9.12. Wbm f timing ss iNerpreter and it&. order dehvms W de W. and so ENGINEER wrltun aulice of pangmphs9lD esd 9e11, ENGINEER w� non ehaw Intentimwapes[fume ENGINEER'sd Wmsod(i). prialiw k OWNER or CONTRACTOR soul will not des In the epp'Wi"g pnny m n forum of corepo sm juriWicsion to ctercise such rights or comedic ss the appealing pudy may have with res as to ENGINEER:. losicox mhss awrome an�ecd in writing by OWNER aW CONTRACTOR. Such eppoil wdl not W sub W to the pmeedure ofpm priph 9.11. beds souren Dbpmer 9.11. ENGINEER will be the omm! inktpmler of the regtiremeneo- of the Contract Deamounm and judge of the rccer nbiliry o.1mi Wmk theremder Chtms, Woe end other mepas riledrrgg h the acceptability necof the C Work m the imerpremdm or the regm ranee. of tM Contrail Oa Work moi mom mthe Articles II eaml [in Moons, of the Wwk end elCms under Articles I I sue 12 nt smlcct be dnmges in the Camera Prior a Cmtrn. Tune will M refined initially to ENGINEER in writing will) a request for a focal decision in amardnrax with this lmee trips Written me,. of each inch claim, dip k a othcrcolic, will be delivered by the coimmt to ENGINEER antl the other parry to the Agreement promptly Out in no event later n thirty days) seller do sin of the asunmce or M Wissaw k eel N mom .. a other owner. ..._._.._..-......._......... _...._..,_..._..............._ CONTRACTOR pmsuanl to Article IQ . (li) if no such Diapuk Resolution Ageament No Men .aered into. n wrillen notice of interaction to appeal from ENGWMR's wrmwn dements, m delivered by OWNER . CONTRACTOR to the other srd to ]DYGWEER within thirty days after don clan, of such decision and a formal prommling is minuted by the appm patty' t forum of com dwus . ensues the app. lb' party may havewsh raspat m soul) shim, di k. other mdter in a.... wi applicable Isws end Reguhbms within Amy der of the thro of cosh $N:IX:4@PRAL CONOI1101O 1910a D 990 Beim) 22 w/QYYOl aU0.itlm11}B NC�OnGilOtla�1:V4Rm0) 0 or occeplarltt OI final poymem se pmv'd m.annh 14.151 will M a condition peadem to Dacumems or by Laws or Regina ome in reepem of any wch dam, dispuk a oRar metlerpumwnHeAtiub34. 9.11 Liminuivew on ENGINEP.R'a Aallorisy and Regmmtlblfltlea, 9.13.1. Neither E NGINEER's autheriry or respomilsh?stymelee No Article 9 murder my Cher presence . its Contend Dccmomkn.any deasim made by ENGINEER in good faith other to eurtim or not eaemise such autIm or rcywaibiliry a the mummkirrgg,, cercise or ppcer atone afarry awhaity or r�cnsibiliry by INGfN�R shill monk, impose . less rise m any duty owed by ENGMM- W CONTRACTOR, any Subwmmd., ersy Supplier, ay, ahmerms P. or nornetioe or a eery surety for m employee. ag of ofar, of dime. 9.133. ENGINEER will not wporiton direct. control nr host nume ity over or bo respmmble fur CONTRACTOR's, mess, methods, tech iques, sequence; ur prae d.. of comtruaiom m the orrery precuutim aM pragmms incident thereto, or fee mry Wit re of CONTRACTOR In comply with Laws end Ragulatiac nppicable, to the famishing or pertmen m of the Work. ENGINEER will rot M reryo sibk for CONTRACTOR'. faihue to perform a famish the Work to aCCNdimce, with the Cma:ut Doemneem 9.133. RNGTNEER will not M respomble for the acts a cmissiom of CONTRACTOR or of my S.Nown stm arrtyry Supplier,. ofany dlerpm notion tier perf.mmg eram or fumehtg my of the Week 9.13.4. ENGINh3R'srwiswoftheficel Apphcaaom for payment and xc.npanyi, decumenmtim and ell mamkrerce end opmat'i ng marumime. sdkdulen gmemse c Bonds aM ceniEcatw of in.pectia% tesb. end approvalsend other dowmmmtim required to be delivered by p.V ph 14.12 will only be to determine gesmmlly that then assume complies with the momir meets of, and in 11. cone or.nibmtes of imspc.iimc, toed. ..it Mmmis that It. walls .atifiel uefiesk mmplmne: wish, U. Cmtood Dooun.n 9.13.5, The limitatima upon authority eml raporuibttiryry M faith N rids panagneph 9.13 Rvudem PIT M shall mso apply to ENGA'EER's Canailtana, Rcpmsereauve ad aeaiGarta ARTICLE 1(I-CHANGES IN THE WORK 10.1. Without imalidtttmmgg the Agrmment and without ndim Ie any emery, OWNER may, at arty time or from time to time, order s ddiums, dek. or revemne in the Week. Such ddifims, deleneea or moan. will be mlhonudby a Wrium Amadmem, s Chage Oda, or a Work Change Titania. Upon recap of arty anah domem CONTRACTOR shell panptly peomd with the Work btvolvd which will be per.d uder the epplimde anditiaa of the Camas ibmm not (nmpt u alanwiso pecifwmlY provided). 10.2. R OWNER and CONTRACTOR are warble to a,pea ae to the anent, d any, of as adjuslm at in the Comae laic or an adjustment of the Comet Timm that ahmld be allowed as e moll ale Wal: Char, Detective, a claim may h made therefor ne providedate Arad. 11 or Article 12, 103. CONTRACTOR shell net be added man im+mm N the Came. Price a nit e:aersian o(the Contras Tunes with roper to airy Work , m mar IhM is non di nod red the Contract Documents smedd, mdd6, ad mpplemenmd upwided in pamgnplu 33 par 3 M1, mmpl m the cthe Man erf gran aspwrdd in rovide6 pa m the 9. of uncova'ug Work u prnvndd in pmyaph 13.9. 10.4. OWNER ed CONTRACTOR doll to appropriate Clee Re Orders recommended by ENGINEER (or Written Amedmems) covering: 10.4.1. duugm in the Work which me (i) ordered by OWNER Puri to paragon 10 1, (it) required bemoan of emepaae o[ Rive Wait under ponagmph 13.13 orcti onmetg defectnv Work radar pangmph 13.14, a (w) aWmd to by the pariex 10.4.2. charges in th Cpmaa Price a Canlract Times waivR are rend mby dsapvlim; ed 10.4.3. charges in the Condom Him or Cmtmet Timm which embdyy theah4ena of any xriun dmaim calmed by ENGINEER pursdem to paragraph 9.11: provided dot, in lieu of exewUM any mGr Charge Order, an appeal any be taken dodo any such decision in amardenom with the provisions elite Carbon Documenta and upplieuble Laws realRomharimw, but dining any such repeal, CONTRACTOR shell wrtd y on the Work a adhere an the pages schedule as provided in paragraph 629. 10.5. If entice of any charge adMbg dot gmcml smpc of die Work or the provisim a of the Common Deanna VJCUCOtNeI(N. CONLY110I0191atl (199pgNk�) w/C1T'OF PoNTanWJNM®INI [:aTfON3(R5V<206m (imluditg, but am limed to. Cannata Prim a Contact Timm) is rapdral by the provisions d' any Beerd to be van m a suurtrtyy de gwing of arty mch mina will be (:TOR's repan®btbty, teed the amount of mob applicable Be.] will be adjustedecmrdingly. ARTICLE II -CHANGE OFCONTRACT PRICE 113, Th Cannot Pam mnaimtm the total mmpmamtim be bi in mthonsd djusaarnw) payable to CONTRACTOR for perfomring the Work. All duties, apamibiatim and obli s tinasvea y�W to uakr dam by CONS RACTOR ahRh m CONTRACT OR'e upama madman flange in de Condoeed Prim. 112, the Contract Prim prey only be elmrgd by e Change Order or by a Written Amardmam AM claim for an djusnerd in the Contract Prim dull be hued on written notice delivered by the perry makirg the claim be the other parry, ad p to ENO=R anp ly (but in no rem later than daily days) the don start of the mmtwmt or more accurate ors re support a to, canon) and shall he ee.,mtid by dimeart's writram rmement that One adjusMan claimed covers ill known emwnts to winch the demand ie entitled na a remit of mid W." or event All clam s for edjudi to the Condoned Prim earl] be drearadd by ENGA`EER N acadrnce with parogmph911 if OWNER and CONTRACTOR mod obenvise ages an the amourd invoved. No claim for ea adjoa mot in the Carmen Prim will be valid knot whniged in....loc with thin fsmpraph Ill 113. TM value of any Work maead by a Change Cosa or of airy claim fw an.4mareenl in the Conrad pace will be detam nal as fol]ows: 11,11. where the Work involvd is covered by mat picas emanated in the Contract Dmumeri by more lion of mch atvl pima to he 4urmiiw eI the items involved (mbjat ro he provisions of l A 0 • 0 paragraphs 11.9.1 through 11.9 3. urduuvei 11.3.2. where de Work involved is era covered by unit prices cmmiiml in the Co urea Deammta by a mutually Weed payment basis, including ].,up soon (whust may imlude an allowane, for everhmd and prolit not monuarily in accordance with paragraph 11.6,2): 11.3.3. where the Work involved is rah covered by unit prices sustained in the Commat Dm .cnertend e agrmmem m a lump scan is out e echd under rra®aph 11.32, onda, to sis of the Can of the Work elammod as provided in pemgmphn 114 and 11.5) plus a CONTRACTOR'S fee for overhead red pit (dermmmed as provided in paragraph 11.6). C'oer ofm. Work' I I4. 1'he srm Gffi of [her Work mans the sum of all ¢a1s raeeanrily imsered and paid by CONTRACTOR in the proper performmm or the Work. Rwcept m otherwise nbe agreed to in writing by OWNER man, cons shall o scommts as, higher then dare prevailing in the lumber of the liojem, shall include m1y thefallowhg items and shall not include my, of the msls numbed in pragmph I13: IIALPavroll corn Inv employees In Use thatemploy employ o CONTRACTOR in the performance of the Wank miler schedWes of job ehasvrficem. speed .,,on by OWNER ad CON'TRAC1'OR. Such employees slag include without limitation su,nomerdem.; foramen and miser personnel employed full -fine at the its Payroll ands for Wmk Pa5'rou costs Shall aala0a8 mlaries and wages plus th cost which stall include social ma Coca of all materials and equipnem fvoidwd mrpaated in the Wok, imludag corm of serum ad emerge turned( ed Suppliers field s seycoal a, comeeum thmwilla All cash us droll accme to CONTRACTOR wdem iR d,.ma funds with CONTRACTOR with Inv mmke paymerea, in which vas the ash us dull aosue m OWNER. All trade as, mMtm and relods and mama limn sole oaf materials and equipment drag some an $ end CONTRACTOR chill make proven. 11.43. payments made by CONTRACTOR 0 the Sudowmmrs f Work pMmmed or fumisled by Suhconaeaas. If requited by OWNER, >ifcucavo-aww(mnors lvaoa It99aGoriau 24 aaIvoruoaTmwres4snmswnoem tMavandmt CONTRACTOR shall obtain simper ve bids from Subemmaamn aceemble to OWNER ad CONTRACTOR and shall deliver main bids to OWNER who wiic Ihen d if say, wish the advice of my which bids, if any, wgI I. aavp i jr be aid on tact basis of that the Suhmxcaclor is e. be laid m dre hasu of Can of dse Wok pIw o 1 be thermined in ft Cat of tle Wakoilteedadbe Con of the der some mamas as r,.id d to Cent of the Work ed fee u ppw7 m pma®ephs l l 4, I I.S, 11.6 aril 11.). All mMmmnm dull be mSjml m the dher puvidamaf the Gmtram Doom ems imofnr ns applimbla. 11.44. Cols of special mmulmnm (including but net limited an, mgimem, mehments, man bbaq surveyors, accg nwriveyors, neya and oamanta) employed fen mniccs epmificdly related m the Work. 11.4.5. Supplemental cans iraludi%the fohawing: 114.5.1. TM pm . of reaseary, har'gwMtme. travel oM whdetmae mgrmem a CONTRACTOR'S employees inomed in discharge d6nim anmertd with den Work. 11.4.52. CA mdud'ug trmssp"ket and maimermnce, of all mmeeicK supplies, equipment, machhiay, appliance, once and temporary fsciliues at the sue and hand tools not owm l by the waken, which arc usnurnM in de pefformonce of due Work and eat Inv marlin value of.h items used board wmunrd which ...in dm properry PfCONCRACTOR. 11.4.53. Rentals of ad wnnruakm equgwnan and rm lorry sat the parts thereof hahm mined Gan CONTRACTOR or.them on mxualame with .4.1 agteenmte agEnnow d by OWNER withda advice ofENGINEER ed d. cam of o-emgonatioa loading. udmdug, iramlLmion diamamp lirand remmol lieseof--all in acuorda. with terms d said metal egmcmam. Th rental of any such cquipmem, machinery or parts 4a11 ceas when the use iheaofisno longer ceceswy for the Work. 11.4.5,4, Salcs com ucer, use or similar anus related to the Work and fen which CONTRACTOR is liable, rammed mad by L. and Rrgulatlum. �11.4�.5e.5ra.e Dapmim ben Re mums other tan bcwgta of CONTRACTOR any or Su aor an Y. slvmny or indirectly employed by my of tlmn m fen whom acts any .170. may be liable. ad royalty paymema ad fees for pormim and licasss. 11.4.56. Lases ed damages (ad related capers) caesel by damage to dse Work tat countsucausal by uumana en cd i., mossinad by CONTRACTOR in manecdm with the 11.55. Cass due to the ncoi6eme of • CONTRACTOR ens' Submnuaaar, or an. d'uwdy w hdacedy enployed by anyy f than or for wh. as my of them may be beble, including but not limited to, the ..ti. of dtacme Work dissl1ww ml of mo er mis or equipment wrongly supplied .7.4 good ay dangle to property. s. Such lox. shall irefude 1f S6. Other weAwed or l.I expense come of -W the written corvmt end ny kind ael the cos of any item no womficelly and M No such Ice s dem'm uxpcmly included in pa n reph 114. be included in the Cod of the purp� of determining 11 6 The CONTRACTOR'. fee allowed to however, any such Ios CONTRACTOR for wahrsd and profit dell be quires occumvelon ad denerumdaefollowx; thwcu� ere fee 11.4.5.7. 'Clec con of utilities fund actuator, facghice at theaite. 114.51. Minor cxf . such ns telegrawe, long dinumce telephone rots, telephone service or the silo, eaprcaage aad .Lmdar pmy cash nwma in .contention with the Work. 11.4.5.9. Cost of Manaus for addinorml Bads ad ineurace required became of cbwgee iv the Wwk 115. Th taro Cot of de Wwk shall not include any of the following 11.5.1. Payroll cob end other ora encenon of CONTRACTORS of cum aecuti m prnclpale (of "uemhip end In praprwlwahip%)• 8ewwl atnesera, erguaeers. acldtMs, ceuncon, muuwys. auddwa accurtants pachomm ad commnhg egmda oVdiwm cimekeepen, clunks and other forward employed by CONTRACTOR whether m the site or in CONTRACTOR'. pimi,1 or . braah T. fun goneml orhnwehation of the Work and rot spe�ce)ly tncwded in the agreed upon schwhtle of led claai6cences referred to in peregtaph11.4.1 or gecifctity fevered byy pereptreph 11.4.4-all of which ac a be considered admudunatwe cos or'aed by the CONTRAC[OR'sfee. 11.5.2. Expe ce, of CONTRACTORS principal end launch offices other then CONTRACTORS M. .t ue tow. 11.5.3, Any pen of CONTRACTOR'. opal expm.m, nwI dog msrem on CONTRACTOR'S wpitd empoyed for fife Work and charges Wince C()NTRACTORlmdchnqueapaymW a. 11.5.4. Cot of premiums for elf Bonds end for .11 inarwc:e whether or as CONTRACTOR i. required by the Cordnmt TkeuaeNa w murclex ad mahein the same ( for the won of promtuos mvaod 15Y wbp . W uZh 1T45.9 ebovc). FJCCCO@10L1LC[IeS1II0ta1191o8(19W Hddan MCITYOY FONTCOIIIMNmI91CI.TONYQWY4Rlpm 11.6.1. a mutually aaxpsbl. bond fee; w 11.6.2. if. food fro in at egred upon then a fa based on We fell='mg l�creete of the "now la1J..fdeConofthe oW,k 11m6.22e1. for core incurrN under 0..ONT 1142, the RACTOR§ 15. ael l h fiflan perwm; 11.621 for oom incurred under ,.M,A 11.4.3, the CONTRACTOR. fee shell be five,enent: 11.621. where one or mare tiers of subwNreos arc on the bas of Coe ofthe Work plus a fee mW no, fixed fee is ageed upon, the vemr of pa,apW It 4.1, I1 42, I I A3 and 11.6.2 ie Rat the Subumeoor who --fly performs or tsmislws We Wwk a whatevw der. wi11 b paid a fee of fifteen pemem d the cob roared by suds SLbwMaeor under paragraphs 1741 ad 1142 ed Wert .7 hiabor ber Subcounc ar next CONTRACTOR will each be paid a fa rtefMscmtou"id-te groaaa4ewee4ieeBnbeenMtler, b he ne®hated Eve ¢reentof he emmnt Men, to de t1eR = litl Subannoom, 11.6.2.4. no Ice shelf be payable on the beds d wads item under pern,paphe 11.4.4, I14S end 11.5; 11.62.5. 0. amoure of credit to be allowed by CONTRACTOR In OWNER for Ny c which ods Ina net de. ie con wdl =b amount of 8e sound het d. in mat pus a deduction N CONTRACTORS fee by un amour, equal to five pe,ce fachM d... and 11.6.2.6. when both nddk. end eredis ae inev.Ned merry me e, the a4oneN in CONTRACTOR'. weft be computed on the basis of the col charge in scoceduce with pem®aple 116.2.1 WmrpJh 116.26, ixloivc II'!. Whenever the can of any Work in to be • dedemlited Ixuwmnt to pamin&11.4 and 11.5, CONTRACTOR wW ambtiah ad mavnnin raords damsel in accordance with generally u.v eovwnWg Teactices end euamit in limm accepmble tofiN(MM en itemiadcmt Ixakdwvn t%dbawithwMoaing data. 11.8. Itieunkrstodthat CONTRACTORh indudW m the Codract Prone all allow. an, nemd m Um Caand D..anse and dell same the Wort: o .,ad to be finedshcd and pm! d for such sums a may be am%mtble to OWNER anal INGMEER CONTRACTOR apeesthmL 11.81. to allawemes inetude the cost to CONTRACTOR (less any applicable trade discwNs) ofmatmi.bordeq ipmm,,uired by theaanca llow to be dvliverdat Nc oin and all eplacable taxes; and 11.8.2. CONTRACTORia msm fee amlod'ug ad ha.dbtg on then aim, labor, immlhaion cents, mermaid, Profit and other eslaneea contemplated for the allowances have been meludd m the Comm Prim and rid in the allowmaa and no demand for d payment on mmum of any of the foeggitg wiU bevmba,a hd ftio to fuel peytnm, w oppraprivk CMrga Order will be iaud env rmommEmdd byy bIYOPI¢¢R to refm aduel amen due WNfRACI'OR m amJlgn d' Work owned by allaames, ad the Contract Flice sMll be omrspombaagly adjusted. 11.9. V b lvrfa Rork • 11.9.1. Where the Connect Documemspmvide that all a pelt of the Wait ie to be (flit Price Wok, wtwliy the Cmmai !rice will be deemed to include for all Unit Price Work m amount mural to the sum of the eeimead gmmtrtia d alma of U.n Pelts Wom eon tes guoemued eel are mloty fen the puepom of oomlmrtm of Biala end derennbwgen wlael Centred Price. Dons, ogtims o[ Ue nduol geemice eM CONTRACT of Knit Pria Work ENGINEER by CONTRACTOR will p made by INGW¢¢R m accacdnna with pmnlFaph 9.10 11.9.2. Each wtit pna will be damd an iem]a& ea meaunl cervider by CONTRACTOR to be adequate an cover CONTRACTOR's aenMed and pndh fen each separately retarded item. 1193. OWNER or CONTRACTOR may mMe e claim for en djusmam in the Construct Trice in i ccordance with Article I I if 119.3.1. the quemity of my hen of Unit Rice Wok timmd by CONTRACTOR diffm mataidly ad Silva from to command ,.tit, of auch awn Indi..td in the AMsea eon; EMDC08a®lAa4VMal10tg 19108 (19908�im) 26 MpiYOI FTIIli 09ll}BMmIFIGiIOIp �BVaRam 0 r 11.9.3:2. there is no mtmspenditg vdjumnem with reaped to any other itm of Work; and 11.9.3i. if CONTRACTOR beliaa that CONTRACTOR ie afilled 1. ant ins. m Constrict Price .s . rauh of havng hound additional edmave or OWNER believes that OWNER isalillvd to a dauase mCadad Price mad the Imdeex am urwblc m a,rce as to to amwnl of eery wchitcmex eadaveex. 11.93.4 CONTRACTOR eciamwldam that the OWNER has then tiaM mndtl eaddem "lams'. tit B E ea cMnee anulnpdia nLQWN¢R'S utic discmtm Xrj ll_pul um Uw Coumd Plies d TV fEmetmlmlllEm 9J Wm� ee dry, Man. the m8mal trial CEmaad Fria ARTICLE 12..CNANGE OFCONI'EACT TIMES 121. TM Camnd lima (a Milmma) may only be damaged by a Change Ordar or a Wntr¢s Amendment. A, claim for an a 'ostment of the Conrad Tema ((a baMsgtea) atoll ha sal an written mace arty eel by the petty meklo8 the (but m tM enter party seal to ¢Nc1N¢¢a aocapromptly roan in a vam 10ar than cony toys) after the mefena of the s, of gdvhg nu to the claim eel sat teelaim with supofthe claim. Nonce de the extent of the claim with wpportisu alma shell he delivered within sirsy den)5is Baer such w lose rim (amass ENGINEER allows addi.of time to eandmih mac accurate data N wppm rd the Umi claim) and atoll be ceepmd c by the cLwnmati wNlm datmal that the djusm h claimed t the evtirt adjustment m whidh the claunam Ms rcaem to believe t.l antral.d a aewk d ths acamcrace olvd arm. All chins for edjusmmtm FINGINEthe Contend Tima(a Manse with ddetamhd dry OWNER in CONTRACTOR such Pena�eph9.11 e. OWNER nor CONTRACTOR theC ahaw i agree. Milestones) claim far an djualmm in the Cantmcl Times (a Mihsams) will en valid if norsubamiN eEdrdmce with then «qrmmisuioflhis fmmgmph 12.1. 12.2 All time lhmits said w to Centred Ddummis are of the eswaa of alto Agreemm. 123 When CONTRACTOR is prevented from omptc ni; any pan of the Weak within the Contract Times (or Milestones) ere to delay beyond the'of CONE CTOR the Cmuad Times(a MUWaaa) will to. acte within the nasal of a Subconva our m Suupppplier shell be Awned a le aemya within the omtot ofCONTRACTOR. ARTICLE 13—TESTS AND TWECTIONS; CORRECTION, REMOVAL OR ACCLTTANCE OF DEFECTIVE WORK U.J. NefieeofDefent: INGpt Elk asallh st k W edofwill a Siv. or COOT AC have soul krowWcal will he even W CONTRACTOR All Mfcdrx Wad: may he rejcoted mmwada aceeptedaaprwidd m dde Article 13. Amearro Work 13.2. OWNGR ENGINEER IAIGMEER's CormrlmNs a., tepressomtives ad Measured of OWNER. independent team,, laboratories and gevemmmsal agencies with jursdict aal measure will hove eccem W the Work at mnsonabkykn® for their clsmil . , bupathg ad esing. CONTRACTOR shell p wido them proper ad mfc condition for arch ecuas and deist than of CONTRACTOR', she ufey, fmcedures and ro, adus m that they, may amply therevitb as applicable. Te.hmd)nq/eeff. 13.3. CONTRACTOR dull Svc ENGINEER ❑mdy rotice ofrcadutem of the Wok fpe all with id eationi ana tits oc Bppmvelst end sitar, cooperate i with o ,mar to ed mstug Personnel b Tmcilimn rarykd wpecumsm mcsm. 13.4. OWNER ahell nnploy and pay for then lours m of en independent testing laboratory to perf. ell nspemans, matt in approvals raped by the Colmar Dommacs I. 13 4.1, for lrapectims, tram ce approvals cavered by paragraph 13.5 belov. 13.4.2. that earn, iaomd in comedian with tress or mgemians cmudmmad remand to paragraph 139 .(QID WNRIAL COW. MC KCARamegItior v/pil'OP FpItT W W wMWn'ICAlIOlH dt6V 91111m) below shell be pull as pmvrded in sad pemgrnph 13.9, ail 13 43. as dletwis, specifically, provided in the Comma Docnvents 13.5. If Law. or Reauhtiom of unv mbllc bodv havim obmireng such impenion, tests or epprwels pay all cols in cmnxnm therewith aM finish ENGINEER the rcquird catifimms of insxfion, or approval. CONTRACTOR sleall also be responsible Its mountains and obtaining and shell or purchase thereof for incorporation in 136. If any Work (m the work of miens) our i W be, impeotd, used or approved is crod by CONTRACTOR without written onswourninse of ENGINEER, it mum, if mQrtmed by ENGINEER be unmvared for observation. 137. Ihmverug Work sue pcwuaid in pa Intl �13.6 ,ball be et WNTRACTOR's a)snx lam CONTRACTOR has given ENGMEER timely entice of CONTRACTOR. moulte. to eavm tie mine and ENGINEER has not end with reasonable pumping in nesputm W arch notice. Uncm'srvrg Work, 13.8. If l Wtsk s serrated coma W the written request of ENGINEER, It must, if regnxsted by ENGINEER be umw.d for ENGINEER. observation ad replaced m CONTRACTORS eepine. 13.9. 1fbNGMEERmnsidm h nucoaany m dvimblc that covered Work be obstsved by ENOINEER or ��rerepaled or tad byy others, CONTRACfOR at ENOMEERS rtIyn s}mr, ummwn, exrow or otherwise others, moldable (m tlzavefneen, maroon. car team as ENGINEER may myuim that pommy of the Wmk in valued. bnNebmg all nxcmmy labor. momrial and mummmt. If it is found that such Work is bfechve. CONTRACTOR moll pay or, .hove, unless, 1. ad demm8a m us el by, nemg o1 of or readdns fmm such unmvemg, owlwntc, abserromat inspeetion ed using and of selvain err, replacement or reansnuelion, (including bin M limited to all ma of telalr or rephcanem of wad: of olMs); and OIYN©t slall be mtilld W an epprapdam decrease in the Co00ct Price, and. d the lames cam unable m W. ea W the ammo thereof. may make a claim therefor as provided in Article 11. I[ however. m.h Wok is not f and W be ell,fleMw. CONTRACTOR,Fall be allowed son innnaleas in the Convect Aire as oa extension of the Commit Timm (m Mikaoros), or bah deealy amihumble W soh 27 0 LA 0 0 • uncovering expoeu.. obeavetion uupaIIion, tedml, repkamem and raoreuuctiom aril, if Jm ,.Hies ere arm"a a .yea u to dre ours "wart ZIec CONTRACTOR cosy make a claim derefor tapried m Articles 11 seal 12. OWNER May Sroy fke Work: BAD.. ITIhe Work I. &Is,sve, IN CONTRACTOR fella to supply suPwimt skilled workers or suitable materms IN equipnee, or lots to famish a perform the Wmk in auah a way that Ne comocted Week will sonfam m dw Codumal lbavnmq OWNER may tack CONTRACTOR to atop the Wes$ a any ,seta Iirecof, mdg the cause fa suds .der Yes beta dimirekd; however, tlas olio[ of OWNER m stop the Work shell nor give toss m any duty m the pen al' OWNER b m:ecue Ids nghl fw dx bas to of CONTRACTOR ur ury array orother party. Carcdfon eaRemowifofDefatlswWark- 13.11. If otalumal by ENGINEER. CONTRACTOR shell promptly, a direded. , either mat all aka . Weak. whehheErr cr act filmostd, remand a coTp((et A M if the Wad: hen been rcjcoted by ENGINEER, rarwe it fmm the der and rcpkw a with Work that is Hat df%ctm. CONTRACTOR call pry all clams, cast times nrd damages .hued by or remhag Gml ouch cm.cdm or remw.l (including but not horded to all ass of «po'v or replecemera edwark ofath.). 13.t2 Comdionperfod. • lerma of such aWructima, or b m emergency where &I, would ®user ... rill: of loss or damage OWNER may have the a'Pfecdvc Work arrested or taw rejected Week removed and replaced and .11 claims, c.1% lase and d ..free mused by or roaulting arum such removal oral rdpkcemed mdudalg but rat turned so all was of refer or r.pkeenent of work of others) will be paid by CONTRACTOR 13.122,M gwcisl csdmh. wove a peniwlar most of equipsem is plicd is comimeem, service befo. Subslentmd Compkum of all de War, IM curedat wriod for far more may mat m ran fiorn as eerier Ilak if w provided in the Specifications or by Wrimm Amendrmt 13,12.3. Where Aefecmhe Work (mil damage to char exncoeFmmucowotnora t.laapworadml 26 WaV OF FONT IXn,LIA9 MWmICATIOMJ(REV e/IW% E Wor reeultmmkk meal..) has been wnatal. mnwd a replead order tlds pemgeph 13 12, the corraxim period lz e— wish repeatm71, Work will be , after ds an coaraarel pca of aryese redo area tuner such correction or r teal, sad rcpkemnmr has been saoafisemrily canpletd. Aaeparnce ofDefa g. Work: 13.13, If, imrsed orosel.ami, caredim a mmwd sold .Electorates of defecmv Work, OWNER (..r prior I. ENOINEER's recossunsoxertion of Fusel ymcra also RNGMRER) ,tope. m veep 4 OWNER may m air CONTRACTOR dull pay ell cleans. aids, lossev and damages attributable to OWNER's wolumim d add detamirefim toaaapt each Rdrfectlw Work (arch eats to W sppmved by ENGINES ssur.rablanea). If., such asecptanca arum prier to ENGINERR's rccommard.U. of foal pays[" a Change (odor wdl be cases InCMpa190ng the IYA4.4WIy rmisimn N the Contrast Docmnm6 with reapers to thto Work: and OWNER atell be, matted to an npptgmPte d"amu m the Commct Rice, turd, if Ne EaNes arc unable a W. ma m the smourd thereat. ER may make . clean therefor as pmvidd in Arable 11, If the acmWrea Daum der such recommadmio a an appoptimt.mamt will be paid by CONTRACTORm OWNER. OWNER Uqv Correa Defecdrc IWwk 13.14. If CONTRACTOR fail. witldn a..Ne time .flu written roll. tram ENGINEER tocorrect defeomer Work a m remwc and mplew m aW Works required by ENGMERR is scoordmce wparagraph 1331, or If CONTRACTOR fails to perform as, Work is accadoac Wish IN Correct Documents, Is if CONTRACTOR ®ids m comply with am War prwmal of die Gadrad DecummR OWNER may, her scam dye written ealfae m eONTRACTOR, cone[ atW rametty any mods deficiency. N associating the rights and remedies uI &, drm p.,agmplr OWNER shah proceed enpediuoocy. In cvlmedm with such cmredrve mal ran16.1 .cum OWNER may evisale CONI RACI'OR her all or Eon of the sit, take poesom, m1 of .II aloft of the Wmk and several CONTRACTORe is. mlmed them". take posseulon of CONTRACTOR'S male apphmm. aomarection equipnem Arad moehhmey at the site and inr.,atom in the Work .II materials total aluijment doted at the etc or for which OWNER has paid CONTRACTOR bur which sore acted elsewhere. CONTRACTOR "I] allow OWNER OWNER's repwemativa, agenb and omoioyaae OWNHYs Wwr comkada5 sod ENG seat ENGINEER's Consultants eats . dw sirs m .tall" OWNER . emroutharieha mori remWiesuminthk Tareyllph. All clsobs,cwb, aneasnddemsgeaimwredorsusmindby OWNER m ew.dairg such r and remedies wgl be be Ior eyr'ehst LbNTRAtheO u sw,tarps Order will be mead mwrpomwg the expos, I. ree, Work; m the OWNER D wnmu with raped I. the Wor; and OWNER stall be coined he so ehidecrease in the Grossest Perm mil, ifihc poem am hhahle m aye sotto the smowt thereof, OWNER may melee a .Isom thercfw toprwidd in Ankle I1. Small claims, cads, lases and damages win hwlude but not be Booked to all Rocs of repso- w rapamnmt of wwk of othem danyW ear �&maagg d byy ort In meal w mplemmmnt f CAMRACTOR's dsJ tlue Wwk CONTRACTOR shll rw N allowed m aeolm of the Cooked Timm (a Mil amen)7 bemum of cry delay inpnfamanew df INWork anrihua ale m the exertion by OWNM ofOWNbR's rights and mmWim lurmrdw. ARTICLE IL PATMENTS TO CONTRACTOR AND COMPLETION SMaAueofva . 14.1. The ichcdulc of value a.blided at provided in M������, 29 will serve as dx basis fw pmgrcaslaymma and will be innccoorrppoorated into .loan of Applimnm for PaymentiecaRZamENGINEER. Pmgesspaymmtam normal dipole Rice Wak will be bmW on the number of units mmplmd. AjVIoa*m fen Program Paymmr 142, N Imo Mmety days before the dam eseblideed fw each program payment (but no mare often than once . mmn>). CONTRACTOR shell submit to ENGINEER for «view an Apppph emon fR Pammet filled ant and tignW by ERNE�952 vering tie Woh ranplmed es of thelimtimant aaomyauW ouchntodon ns u required by the madayment m reNoemed m th bade ddwimbly nun d A the W in the another huh delivered and mh.bly srorW m the site w m ettodwr m NtNemy W VWNM: 1Iw mnwnl t reseed to progress payments win be as CONTRACTOR'. IYmmmy ofTiue: 14.3. CONTRACTOR .Is and guamnmm tat title to .II Wmk, materials and equipment ewerod by any Applenun, far Payment. whether mompomtW in the Prole or eta, will pas to OWNER no Imer tam the time oflaymed fia and clee.f all Liens. R.. ofAppficamnsfar Progres Paymaag 14.4. ENGINEER win, wimm ten days efts rewipt of each Appliettion fer payment. either IWtma in wrimg a recommendation of payment and preset the Applimum to OWNER, or return the Aooli®cone CONTRACTOR mdmtbg nt wrie'urg ENG cams f s refusing to recommend MMWA. In the latter tax, CONTRACTOR may make the nwcmzmy cmrn tmaa and rembr it IN Application. Ten days after ppteentimat of the Applim4an fen Payment W OWNER with ENGINEER'. recommendation, the amount recommended will (mbjed to the soviiiuu of the last untmce of ppaamgePPh 14 7) becwae due and when due will N pad by OWNER m CONTRACTOR 145. ENGINEER. moommerdatme of any payment rcquatad in an Applimum for Payment will anathema . mpreanllntim by ENGINEER to OWNER, based an MIGINEER'a amdte obxrvatiwn of the exemted Work as an experienced and W.Mail dwilps prefssum it mndon ENGRMEWs miew of the AIP�PPImation fw Paymnteand the ecuanpi r,in,, dea and shsddm that to Ih Not of HNGINEEW. Immvlcsgc, infowatim and belief, 14AL the Work has prWesed in the pow irulimad, 14.5.2 die Reality of the Work is genitally in .dma with Ile Crowd Tbmmerm (aubjm to an malunfim of Ile Work as a Porwtlwmg whole prig In Cr upon Substantial CRopawn, m the results of any mbeegomt tens Had for in We Crowd Ommnmla We final draennbetlm iefquanlitia and elasifimtions for UN Rim ICN Imder as the rxmttha o9.10, mtd b nary oNe quelifimums setts m meedeum), and 14.5.3, the miditims puNdRd to CONTRACTORh being entitled m molt payment appear to have been fulfilled look as it as ENORNEER's mexvnibibty In olnave the Work. Homes, by recamentdiag any each payment ENGINEER will not thereby be deemed to have nepesenlW that: (i)exhausive or cmttiamems onaite ingaaars have bum mode to dick the quality or the commit, of the Work bayed no responsibilities spocificaEy amip ed an ENGINEER in the Contract Oacuments or (it) unit them mey rot N other manes w roues between the parties that might entitle CONTRACTOR to be Mid adddwmlly by OWM'R or entitle OWNER to withhold paymad to CONTRACTOR 146 ENGINEER. mmmmervdatim of any payment. is fincd or CONTRACTOOWs noes, methE& laden Nes, seecue m w Procedures of, ron�slauGioa or the mlety, premati. and PF ens umdent thereto. m and Nef.duae of COMRACM esman. ii,lusibla In ux.fiar lumidtmg a Mr... of Work, or Ian any ftiltae of CONTRACTOR to pvfom or fu mesh Work m .ad.. with the Contract Doan mire, 147. ENGINEER oraymmitmraUnmmd the whole a airy pent amomact m veryent to iS N FNOWEER's oPadat u would be make the reprmmteums to PJCIX:OENFAALCUlmIIIOMi l9lad (199egdtimt 29 WOW fe IURt WWtH MMIFICATONSQl6 UNDER L • 0 OWNER refares! W a p regraph 145. ENGINEER may also refine lerecommend any such paymaa, or, because of subsequently ducovercd beid. or 0. r.hs of wb •.m nspeciione or Iola, tadEfy any a. h payment previously ommended, W such eMent ¢ may be ne many in ENGINEER's �q". to isotem OWNER firm loss base.: 14.7.1. the Work isdayeerse cr omnpleted Wosk has beendamagedrequvmgobrectionormph nant, 14.73. the Cadmct Price has been reduced by Written Amerdmmt or Chn ge Order, 147.3. OWNER has been required to caned ebys"rvr Wmk or oanplme Work m aecordmm with pemgeph 13.14,oe 14.7.4. ENGINEER hn wehasi knowledge of the occurrence of any rns of itw eaereunasted inW.grapts 15.2A t�ircugh 15.2.4 inclusive. OWNER may refuse make laymad of the full emend rommmmdM by ENGINEER bane.: 14.7.5. chaos have been made egn eat OWNER on .amen of CONTRACI'OR's performsne or fumidwg Qra. Wank 14.7.6. Limn have been filed in caucaian with the Work, esmpt sehero CONTRACTOR It. delivered o specific Band mtiea mry to OWNER to secure the mtiofaction and diwh.W edssch Lien, 14.7.7. dnmemotha iwmeeeuidmmgg OWNERWs so. ollagai�mr tlse omowU rerommeudeq a 14.7X OWNER has aauol knowledge of the occurrence or any of the events eenneratel in paragraphs 14,7.1 though 14,7.3 or puagmpis 15.2.1 though 15.24 inclusive. der OWNER meet give CONTRACTOR immedate written mice (with fl euPy W ENGINEER) mtirg the rawna for such action and pomptly pay CONTRACTOR the a by w withhda or any eJllntmem thereon agreed W by OWNER and CSJN7RAC[OR wlsm CONTRACTOR caroms to OWNER'a sotufnetion the reason for such action S�bddndNComp/edrn: 14.8 When CONTRACTOR considers sire reedy f" is inhaled use CONTRACTOR OWNER and ENGINEER in wrift, Oar the 2Tdf .1 &CpCOgWAN. GOMYnoh8191a8 p99ngNliml 30 mOn.Ov F0kT(=LlMM wlcnno 0tlN4a" w.dam One Work wbetenbally compute. ENGINEER will M me and deliver W OWNER a torten" re "cons of 9utoleNiel Cmipleti® which sing art the date of SubsWNid C"upiehao. Tlcm shetl be suached to the eertiG®te a ecenstive lint of hems to be canpleted or rorreaed before final payment OWNER shill have seven deys Our receipt of the tenm4ve c.nifnk during which W make ventlen objection to ENGINEER as to any pwisimu of the continents or anechal list. IC after mrsidervg woh abjectson, ENGINEER corwiudes IIm1 the Wmk s not ssbsmmidly complete. EMODIERR will with. fowteen days after sub... of the tenmtive eenifimre to OWNER notify CONTRACTOR in wrnhg, ant'ntn the reasons therefor. If. aft" cosidcsaion of mnidere the Work I will within said to OWNER end ieete of S. letuunl s list of items to be ch changes from the elicvesisetifiedafter ,OWNER, At the Ifim a of S bspmial er W OWNER end tdation as to division .ant between 14.% OWN13t shall hove the right to attlude CONTRACTOR kone the Work aea the rate of SaMantiel Completion but OWNER shod allow CONTRACTOR reaaanble aoxa W wmplele a mrea immamthc tenmtivc tut Pordof Utldaodon: 14.10Use by OWNER m OWNERS option of any mbnandolly campleted pen of the Work which (i) has Fecifcedyy beendeified in the Contract Oowmentq a (.)OWNER. ENGINEER end CONTRACTOR eeggrra mmJutes a mpemkly runaiodag oral amble Pea .'the Work that can be used by OWNER for its intended pupose wllhwt significant imafererce wdh CONTRACTORk performance of the remainder of the Work. may be accaappdished prim to S6stamiol Campletia ofall the Work wbject to the following: 14,101.OWNE6 m any time may repeat CONTRACTOR in writiN to permit OWNER to um ary wilt pert of W Work which OWNER believm to be ready for its intended um and subst etially cam Iete ITCONTRACIOR agrem that such Ott of the Wink a sobaantielly cmeplete. CONTRACTOR w31 oalify to OWNER end ENGINEER that such Inn ofthe Wrrkt substantially emnplme andregoees ENGINEER to Rase a oen fiaw of Substantial Complain for den part of the Work. CONTRAWORatmy4memay notify OWNERand PJ4CAIMMR in writing that CONTRACTOR Rome des any such putt of the Work ready for it intended use and substantially complete and iremo t ENGINM9R to have a eertifimk of Sabnantiol Cumulation for that Mn dithe Work . Within a reassemble time after either 14.102 No aevysmy or ..pants tgemdon ofrym of the Work will be ins mplished prior to amphance with Me re uhenents of p.mgoph 5.15 in tapact of property assurance, Fiu Jmfasdoo., 14.11. tlporamieennoticefrom CON'TRACTORthetthe entire Work or ea .,.it no. thered as a mplam, MNGMJMIM will make . foal ''.1xci�o I with OWNER and CONTRACTOR and will ruu'fy COMRAC70R in writing of all prnicuWs in which this inspection mvent, thet the Week is incomplete or r4,ryccve CONTRACTOR shall lmmedinmly inks such mandate, as me nocavmy to complete such wink or ranedy such deficiencies. Fled APpllcmfoe /m Ps yeren .. m other may make applva6on for Cof4rmt Oocomem4 including but not hushed to the evidence of maman reclaimed by w*mmaph54.13, m.mi of the shayy, if any, tc ! sl payment, and iii)eoaplate end k,[, offecive relents or waivers (satiafectmy, to OWNER) of.H Liens must, out of or filed in mtvrcmor craft him Work. 1n luu of such rclases or waives of Litre ed as apRnved byy OWNER, CONTRACTOR may trunnion receipt, or releace. in full last affidavit of CONTRACTOR that: () live releaa ail ta,ipes include all labor, mnvima h atori.l and] equipment for wticb . Lien mak) be filed, and 60.11 payroll, material and mpnEmt bills, and other indebtdrcas co maid with th. Work for which OWNER or OWNER's popmty, might in my way be responsible line, been paid re al.. satisfied If.try Smootmmtor or Supplier foils HILDCOBNBAN. WFID11[OFR 19168 (19mHAdm) MaIY OFFONT COW R9 mOOUlI^.ATloh4HtbV 04aW) to hrmish such a mkaes or mrs in (u14 CONTRACTOR may finish a Dand m o mllakml satisfactory to OWNER to irdmuufy OWNER agevua any Lien Rd.,. or waives of he. and it. careen of the surety to farm ire armed are to be suhmiued on kmmctot f tmfmmi O R' fama.hougdiH , Fred Poo esd aedArv:e,mna: 14.13. If, on the basis of ENGINEER. observation of the Work durbg cosu rmear and fast inspection, and that of Pph ou. he h0 .. R# in which case car 6 . and documentation, in appropri to fah and achsmrce and with ENGINEER'. mmmmeMetion end .6. of acepholohly, the amount reasmor dad by ENGINEER will become due end will be paid by OWNER b CONTRACTOR mticct to c rent, U.S2 of Chace Gencml Comklio. 14.14 If, duough no fault of CONTRACTOR fuml compkfion of the Work is significantly delayed and it e to be held by OIVNIiR la a carats is 1. them the summued by CONTRACTOR to ENGINEER with the Applimtion fa such ryymran. Such payment stall be mode under the ten ,end conditions govenJmg I.1 paymmµ escept that it shell do m.titate a waiver of chime f✓dyar gFC.1mms 14.15. The making and aaepmnce of firel payment wtll cmvmtm,: 14.15.1.. waiver of Ell claims by OWNER .gaitsat CONTRACTOR except claims main, firm ancmded Liam, free di", Work eppe.%Mmr 31 • 0 • 0 (uml movement =am W paagrnph 14.11, firm failure to comply with the Cmurace I3oasmws or to toms of any .peer 1 «s spccfied therein, or miler the Coom aDOmmterm shot 14.15.2A waver of all dams by CONTRACTOR against OWNER other than these previasly made in writing and still unelfi d. ARTICLE IBSUSPENSION OF WORK AND TERWNATTON OWNERMay.%Wmd Work: 15.1. N e�hqq tithe and without ands, OWNER rawmgvnd the Wink w mry p¢tian dkaeof fa n pmad afoot maren e than rdnety Jaya by rouse in writing to CONTRACTOR end ENGINEER which will to, the done an which Work will be marmal. CONTRACTOR shall rmmna to Work as to dare a fixed CONTRACTOR shall be Allowed an adjustrhmt in the Contract Pnto ae an ader«m of the Cannot TMes, in both directly attributable to any men suspmsen if CONTRACTOR makes m op{rwed claim therefor as Provided in Articles I and 12. OWNER May Tesmixant: 152, Upm the oscunenee of any one or morn of the Ibuowmg evens: 152.1. II'CONTRACT )R cersistmdy funs toperform UR Wohk n aawdmce witthh the Comma Lineaments (imludng Fast not Emiwd W falure W supply sufficient .killed workers or citable emends or equipre ra m Tanjore W adhere W the progress schedule esublished under Taragmph29 in odjumed limn time W time pummel W p®a@vph 6.07: 152.2. if CONTRACTOR dimcipads Laws or Rcsuladms of my public body uviN Jwlddoiom 1523. if CONTRACTOR disregards the malwiy of ENOINER.or 15.2.4. if CONTRACTOR dhcrwise violates in am mbstamnl way any fravismts of the Contract Document, OWNER may, after giving CONTRACTOR (and the .,y. Terry) nw« 11%, corium roues moil to the Roam per NT by Laws mvl AegWaioro, to OR the %ice of CONTRACTORexclude ('ANT Week from f dim and lake potassium of the Wars rid of dt ricart and ma tale, epplimmeq con9. a et equips t and m«hivery at the sire and use dR mere W to hou emmt tyyry Auld h mindACT by CONTRACTOR (withal liability to CONTRACTOR Ibr trenmss w augymw), rsda cs a de Work all canueOWNER has and e4htipmerd staradattu tier w fw which OWNIllt has paid I/c OFMRTCOIILUM MOlatpatLONS(REV 32 wllSrxoFlronr cq.uMv m(.uwlconoNs(wivenaa) CONTRACTOR but which are stared elaswure, and finish the Work atOWNERmay deem aWediem le moh now CONTRACTOR dull at be entitled in deceive my finder payment until the Work is fw'skd If the anpdd bdaa of the Convect Pd. exceed all demos. cents. 1. and damages.menined by OWNER miser, at of Poy 15.3. Where CONTRACTOR'. nerv¢a have hen as terminated by OWNER, the tmmimuen will not aRnt my ngu Or mmaLes of OWNER surest CONTRACTOR den enidpng err which may dincefter secant. Any retention Q Nyman of mmtya due CONTRACTOR by OWNER will not .1. CONTRACTOR limn liability 15.4. Upon «ven deyd written ruin W CONTRACTOR and ENGINEER OWNER any, widrout au« nod williat prejudice W may Ner right or remedy fOWNER. eI«ttomrdiente the Agreement. In mL ace, CONTRACTOR elmll be paid (with" duplication ofmry items)in . I5.4.1. for w with th Imo Coolant: Dra Work exxu t aswrdn« with f nationalist, cmitrncttrial a pr w to der onable c dace of ord neludhtg fair and reasonable arms Cur aerhad and pWEt an such Wok: 15.4 2. for expenu Mainland }error to to effective (late of tcrmnution in performing atviees and findehng labor, material. or equipment as iaryired by the Contact Dex:umerhW in eormectia vith uncompleted Work plus fa'v one rwmrmble now far overhmd and p ord on arch txperees; 154.3. for ell domes, euav, losses oral dhmnga incurred in aftementerminated t of tenated contracts with SubcnmmcWhy Suppursnrd others; and 15A 4, for renal esgxnsee dmetly an dintable totemhnmion. CONTRACTOR sell rat be rejo on assails of Ion of mucipmal Isopto Or .coot or ales emxanh: lam arising wht of w mclurg Eon cdh term'vwtion CONTRACTOR May Cap W" or T«aJaere: 155. If.tha imintnfontaf CONTRACTOR,the Work id suapm foi a period of more Ihm rnetY dayys by OWNER or under an ceder of court or this Imbue atttlRrity, a ENGINEER foils to mr, en an, Application far paYamt within dwy days after it is suboutted or OWNER fails for thhy days in pay CONTRACTOR any sum finally demnnimd W W doa, then CONTRACTOR may. Won ecvm daya' woolen notice W OWNER and ENGINI'iE 4 mdpmvdad OWNER ur ENGINEER dons remedy such su�hemius or figure within that time, termimW to Agmemem and recover from OWNER payment on the same turns u prwidW in psm@aph 15.4 Iced, a OWNER has faded for Wny days W ppaay ACTOR any anon fimlly deternied W be AIa. ACTOR MAIN seven days' wanton notice W end ENO R the Work omit ymeit of amrunw due CONTRACTOR induduing gdered T'he powtaiom of this ptusgmph 135 w, not or Contract Timaa on cticivnie for cn sisa or damage derelly wai"ble W CON'TRACfOR'a slopping Work. If and to the event that OWNER and CONTRACTOR have agreed on the metMd and faoadon, far nesoM, dLvutm 1,1wan them that may who under this i�erowad i he di note wasile n n nool xi ud peocedum, rrryry�� q 'Dispme Rea U. Veanrnr, W be sett., W hereto and made a Nit hereof If no inch agree n ant . wished, Tweeds. Wr nea,hing sichh qu and subject to din povrmom of pem®aph.9.10, 9.11 and 9.12. OWNOt and CONTRACTOR may aaemi. inch 'W" or remedies ea either may otherwise have under the Common Detentions or by Laws or RWIat vn la mspecl .ferny divide. ARTICLE 17—M ELLANRMS L1vLg Nadcc 173 Whmsver any provision at the Cawad Doctmheth requires the give& of written notice, it will be donned to have Nmh validly &Ivan If dalwead us pamon W the individu l or to a member oftee fun. or W an ofE. of the eWomtion for whom it is mended or if delivmd at a sent by egisserai or certified mail, pomp prepaid to the Last business arldas krtavn to the giver of the mi.. 17.2. CampilarionofTune: 17.2.1. Wlsm any period of tans is afend to is the Cannot Dniounwas by doyA it will be wmpuled to caclude the firat end Mods the last day of such period If the last dry of an suds period IsUa on a Smrdry m Swdey er m a riny made a Real MGdey by Use law of thee vppliceblep riadictim such cey will be monist from the wompmatim. IIA= O@J®IAL MWYROM 19108OW ULW 1721 A calendar day aftwemy-four hours me erred 6sm mlddght W to next midnight will c stute v day. NedeeafClaim: 173. ShmId OWNERor C7NTRACTORaIEcinjury n &merge W yeasts or ply beause of any ertw, ommion or act of to other parry or d' any of the WJW pmtys ply. or agems or alhera for whore acts the offer patty is Iegaliy liable, chain will be made in writing to the ether perry within a maim time of the fins abwvvme of soeh mlmy or d.W. The prwulau of this pwagmph 17.3 shell not be esnamud m a shb-tiave for in a waiver of the provisions of arty applicable manic of limimunne orrepose.Cumufaefve Rrmedea� ❑A. The duties and ubhppl.,. imposed bs tree Genoml Conditions and de rights and remedies available heremvler to the parka Iterate, and, in panicdar but without limitation, the wannmie, guarantees and ddigatiom imposed Won CONTRACTOR pemgnighs6.12, 6.16, 6.30.631, 6.32,13.1, 13.12, 13.1 1. 14.3 and 151 and all of 0m rights and mmodim available to OWNER and ENGINEER thoroundm, are la odditicn at I, or tbcy apply. l'rofammnf Fe6and Cours Cmea included' 17.5. Whemvu are. is made W 'claims en" bass and damage', it shall include in each case, bin not be head W, all frog and abari of engineem. andiewa. attorneys end other mokowmmla and all coon or arbitretim or other dispute resolution ants. 176 Tha laws 9fdbe Smm of Colorado eeoly W this _Agreement Refereree to two wrtimht Colinas. matutea are as follows: 126J. Colaedo Reamed SmtWa (W 847-101) the. N' f2_ a amain o t2 rt i n xrcml the etaadfmtimw ed a ewnmm bon emMEW av gg Club de rim aC Ste¢a[MYo` oat the 1MIL94 an. w cala a2c tel' ins or sex 171 • 81a N of ➢tAI.CONDInotwwic8nom 1�VJ � MCI'fY0l FO0.TNILMMCDIFICAilON9 (fUiV i/lOWI • (Tlux M. Id honk intmumel IyJ WGDCOEN®IAbC Muomnl"(199 m.) xI aly OF FDkT MMM M"ICATI0 Q:8 4nm 35 • • i HJCDC OBNF COWInOb 19WY(1999E6im) 36 W.1 Ok kOhTL LIMJMW ICATOIinV 4/OM 0 EX1HBTT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR Ilk, u 1'n r Y a - e1' YY rtl OWNER ad COWRA(7fOR hereby tares that Mid, 16 of gw General Condition of the Cauvunion Contract how. OWNER and CONTRACTOR is annended m include the Cdlowug xaeemdt of the gnia, 16.1. Al came, disputes and other mimers in quawon between OWNER and CONTRACTOR media out W eardi iln� to the Cemmer D andam i a the breech in. wf (kept fa claims which have been waived by the melon a amepade of faro, proymen as provided by parn&0, 14.15) will be daidcd by arbitration m odortlonse uidh Ile Camnuction Insanty Arbitmdm Ruda of the Amenan Arbitration Aaweuden than abminiag subject to the amietiors of the Ankle lfi. Th. accident so to mbmate and any other agreement or coreent to mbitmtc umued inn in uuvrd,md hmewith m prmihd in cans Article 16 will be grcifially ndorceable vndw the prevaiatg law of my court having jurisdieexe 16Z No&mondfordbitraticnofarq.1m. d'apuis or othermmur Ed is required m be mferesd m IVOR4EER iMially for decision in accordamx with Pad ph9.11 willbe madeumiltheearlia of(a)she data on which ENGINEER has mdrd ea wrnm, decision or (b) the thirty -fin, day offer the parties have material their ce dence m ENGINEER if. wrkmn edition has not be. rendered by ENGINEER before that date. No demand for arbitration of any such claim, damae er other matter will be made Iota thin dirty, days saw the doe m which ENGINEER has rm&red a written decision in respect thereof in dcardand with Immgmph 9.11; and the failure to demmd arbi4atan within ssd Murry Jaye patio, will mall in ENOINCER's decision ping final and binding upon OWNER am COM'RACfOR If ENGINEER rend.. s decision slier arbitration prd dig gs have been mtiated ouch decision may be emend as evidence but will net .,,We the arbitration mancelim , azcept whom rue decision arbitration mbkmdspanueecohom of Nodemmd mustered eri in se of miY wth pro deddm of ENGAICER lawm la secandid. tna with paeanpph� 9.10 will be made Inver stun kit days ed. cis party a dma such demand has &panned written rmtiw of imestim to appeal as provide nparoga1ds 91h. 16.3. Notice a the &mend for arbination will be filed in writing with the other pry to the Agreanent and with the luoaimn Mbihmon Aecciilar, oral Wwill be vast to ENGINEER for interconnect The duaad Cm arbihmion will be mare within the datyrtlm• ar terWey period specified in pe,epaph 162 a applabk. ad in cal other cases within a ressmoble time If. the clove, divpuI' or other matter in qumian has aria., ed m. event still any ouch deuced be made cat. the &W when institution of legal or equitable pocisE u bused m such clean, dictum or dame mats in qummn would be barred by as applicable refute of Imitations ercocoareaAL co?IDmotU Istoa psro e,wm) MaTY fed PORT LLLLIN9 MODa+1('ATIONS(R4V 9991 164. Except ae provided in paragraph 165 below. no arbitration arid, out of a relehg to as Common Decoders slmll include by misolidation, piiila or ut any Wier mane, any other, pcmoon or amity (including ENGINEER. ENGINEER. ComWtaN sec the olEcera, diramrs, egure, employed o tee nikst: s W any of dean) who is oat a party Ic Wes contra. unkm: 16.4.1. the inclusion of such calm, Arson or entry is isme ry if complete relief is to be afforded wears dlmx wM am already parties to the arbibatiwt and 16.42. such caber person, or entity is suhedmilly mvoly.d in a madion d law or fact which is.. m dose who arc already pan. m the arbitration and which will arise in such proceedings, and 16.43. the written common of care OV pu�on a entry sought to be included and of OWNER ad CONTRACTOR has been odairrd for such inchmi,n, which tomcat shall make specific reference to this pamgmph; but no much comment tall concede dnmt no arbitration of any disputes not spmfially described n much, carmen er to arbitration with any party not spwtfirally rder afiW m such women. 16.5. Notamlearnlma =.=on 164, if a claim either UWNhR or CUNIRACIUR may Jan such d aiC mnaetapartyathembihalimfrsweu OWNER and COMPACTOR hereunder. CAMRACph shall bmlu& in all son, us ten requhd pamgmph mts7 o being] provision whereby shebetweenSubcontractor OWNER t m OON joined in m, mlvaton between OWNER rod C-ONTRACCOR ling in, ,g an Wok of such Subcontractor. Nothing m this lxmgmpls of nor in the poveim of such imbedded .of its m jin la shill .uk any clean, risp or sum or actin ro favor of Srnbcarhm:mr are agrim OWNER, }74GINEQt or ENGA'EER'e Cosmmtens that dcea col othawiae mid. 16.6. The award reMered by the mbitenton win be Mal, jvd awst any be onmred upon it in any court having junsdicsied thcdC and it will srn be subject to madiGmtionerepped. 167 OWNER and CONTRACPOR same tMt dry darn fed alimit any and all inn uld clams dunw<laimve. dilutes ad oMcir motors in qumio, between them miss, out of or rumors to the Caused Documentsor the touch thereof ("disputes"). to medidat by the American Arbitration Association under the Constructed Industry Mediation Rees of the American Arbitration Association prior to either W shin bending againµ the dhn a &.md far emanation peussent to paragraphs 161 nvou h 166. unless &1" in inutinthon arbitration would irrevocably pr Judive ore of the parties The espsenve thrV and ten cloy Lime limits wrlhm which 10 file a demand far arbitration as provided in paragraphs 162 and 16.3 above don be .*ended with mapeet to a dispute submittal to rasifitation walre those some appliceNe time limits and shall mini. atsperald until ten days off. the mrtnaution oC the medietim. Themediator of any disp.w mbnittcd m..di.ionund. thi. Ag..mt still rat serve as erbiwtor of such dispute udessdhrwi;e agree OGAI • I• • 171 0 EKDCOEt FMT COM1t110t1 MCA(IOMMV) MgTYOF PORT COLLIN9 MODIPIC�TIONSMRV 99C) • O Al SECTION 00800 SUPPLEMENTARY CONDITIONS Ll 0 • SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Geotechnical Investioation for Hiahwav 392 Communitv Identification Sias at Hiahwav 392 and 1-25 dated Auaust 4. 2014. Proiect No. FC06009.001-125. completed by CTL Thompson Inc. Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. • SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. u Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. • • • SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment L SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: SH392 & 1-25 Community ID Signs CONTRACTOR: L & M Enterprises, Inc. PROJECT NUMBER: 8016 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: • ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % • TOTAL C.O.%OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all chance orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing • 0 0 �0 DZZZD ZOFDWZ 'o =MW k )! \ K ° E _ )§k/ \ ` \<�\ } )3 k 7 \ R !� \ 6-6\ z | ! ! ! - \ ! »f ; | \ | \ „ 0 §\\ ) \ k i / 16 « # . � c -a � w U a m N W O �y a �00000000000000000000000000000 Eo 00000000000000000000000000000 4' C5ow6ow ow 6w6ow ow ow ow ow ow6 6ow6ow oww6oww ow ow ww6 6 a w `o y y m a � N O � a � o o o o o 0000 o o o o o a o o o o o C 0C 0000 � o00000000000000000000c! 000000000 00000000000000000000000000000 `o a Q w w w w w w w w w w w w w w w w wen w w w w w w w w w w w om UFO ❑ d � w xdoa H o a'> o z E v m w oaa � U Y a a d Y y� `o n 3 o n Uto s 0 �0000C 0 C0C 0000000000 C 0 00000 0000000000000000000c!0q000000000 d 00 o o o o o0000000000000000000000000 0000000000000000000000000000000 4 ow ow ww�w����ow ow ow uos���ow mow �xos ow ow ow �w ow �� O �000000000000000000000000000000 0000000000000000000000000000000 tea` N C Z Q C Q � H d ¢U K o Z a O � U y m d E z • • A 0 v W 'm O a M W O �m ° m000000000000000000000000000000 0o �EF°-1°o00000000000000000000000000000 00 d a H W O w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w m o � C N ME m� 6 a �000000000000000000000000000000 0o w o000000000000000000000000000000 0o 0 W G o 0 o 6 0 o 6 0 0 0 6 0 0 6 6 0 0 6 6 0 6 6 6 6 6 6 0 6 6 w w w w w w o o Q w w w w w w w w w w w w w w w w w w w w w w w w w w Z o Lu 3 n o m U~M a0 d K O �000000000000000000000000000000 0o W a �000000000000000000000000000000 0o Zx m oO E�6 ° 6°w°w 6�6�w����ww�n°wwn 6 oww ow ow O n ¢ aovoow aovw w o 3Uaa j.0 U J C% a a ¢ mm0000000000 0 am 0o0° 00 Y d a w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 3 E ° 0t U�0 d �000000000000000000000000000000 o0 0000000000000000000000000000000 . o0 E 000000000000 00000 00000000000 wwwww wwwwwwwwwww 00 ww . ¢wenwwenwwenwwww U 'C IL c W N Z w N2 W m = ¢ Ul H d Jo0 O W o U HOU p W z ¢ ° F O S N d' O o a `m a m_ § z Z _ O a O - 000000000000000000000 0000 O O O O O O O O O O O O O O O O O O a g q q q q O O O O W= L U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C�=�_ to f9 fA f9fAf9fA to f9 f9 fA f9 f9 Ui dl lA f9 f9 bi f9 tlf eA f9 t9 MF9 f9 tli fA f9 t9 a� E w Ll 0 No Text PROJECT SPECIAL PROVISIONS State Highway 392 and Interstate 25 Median Signs City of Fort Collins Bid No. 8016 September 2014 Prepared By.. 11 City Of Fort Collins City of Fort Collins Engineering Department 281 North College Avenue Fort Collins, CO 80522-0580 (970)221-6605 0 State Highway 392 and Interstate 25 Median Signs COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS STATE HIGHWAY 392 AND INTERSTATE 25 MEDIAN SIGNS The special provisions contained within this document take precedence with regards to controlling the construction of this project. For matters that are not addressed by the special provisions contained within this document, the 2011 Standard Specifications for Road and Bridge Construction, and all applicable 2011 Colorado Department of Transportation standard special provisions control construction. PROJECT SPECIAL PROVISIONS Item Pace Index Pages 2 Notice to Bidders 4 Commencement and Completion of Work 5 Summary of Work 6 Revision of Section 208 - Erosion Control 8 Revision of Section 625 - Construction Surveying 9 Revision of Section 630 - Construction Zone Traffic Control 10 Section 044100 - Dry Placed Stone 16 Section 260000 - Electrical 18 Section 311000 - Site Clearing 24 Section 329300 - Plants 28 Section 329610 - Tree Protection 38 Section 329643 - Tree Transplanting 43 • • • 0 State Highway 392 and Interstate 25 Median Signs COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS STATE HIGHWAY 392 AND INTERSTATE 25 MEDIAN SIGNS STANDARD SPECIAL PROVISIONS Item Revision of Section 103 - Colorado Resident Bid Preference Revision of Section 105 - Violation of Working Time Limitation Revision of Section 107 - Responsibility for Damage Claims, Insurance Types, and Coverage Limits Revision of Section 107 - Warning Lights for Work Vehicles and Equipment Revision of Section 108 - Critical Path Method Revision of Section 108 - Liquidated Damages Revision of Section 108 - Subletting of Contract Revision of Section 108 - Payment Schedule (Single Construction Year) Revision of Section 208 - Erosion Log Revision of Section 250 - Environmental Health and Safety Management Revision of Section 630 - Retroreflective Sign Sheeting Revision of Section 630 - Signs and Barricades Revision of Section 712 - Water for Mixing or Curing Concrete Date Page (February 3, 2011) 49 (February 3, 2011) 50 (February 3, 2011) 51 (January 30, 2014) 52 (August 19, 2011) 53 (May 2, 2013) 54 (January 31, 2013) 55 (October 31, 2013) 56 (January 31, 2013) 57 (July 19, 2012) 58 (May 8, 2014) 59 (January 31, 2013) 60 (February 3, 2011) 61 State Highway 392 and Interstate 25 Median Signs NOTICE TO BIDDERS • Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site and plan details with an authorized City representative. Program Manager— Caleb Feaver Phone: (503) 477-0545 Engineering Department Fax: (970) 221-6378 City of Fort Collins email: cfeaver(a-)fcoov.com 281 North College Avenue Fort Collins, CO 80522-0580 Senior Buyer— John Stephen, CPPO Phone: (970) 221-6777 Purchasing Department Fax: (970) 221-6707 City of Fort Collins email: jsteohenAfccov.com The above referenced individuals are the only representatives of the City with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. Where reference is made in the plans and specifications to Owner, Department, Chief Engineer, • Resident Engineer, Project Engineer, Engineer, and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado, representative. 0 State Highway 392 and Interstate 25 Median Signs • COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contracts by the City and Town following the Notice to Proceed. The Contractor shall have 70 calendar days to procure materials prior to issuance of the Notice to Mobilize. Once the Notice to Mobilize has been issued, the Contractor shall complete work defined as "substantial completion" in accordance with the Contract within 45 calendar days. The City and Town will consider suspending the contracts between "substantial completion" and'Yinal acceptance" if warranted based on planting season and time of year. The contractor shall complete work defined as "final acceptance" within 15 calendar days of starting final acceptance work. Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following The Contractor's progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft Project Software and submitted in hand and electronic formats. The Contractors Bar Chart Progress Schedule shall show the following features for both the Fort Collins median and the Windsor median: (1) Mobilization (2) Construction Surveying • (3) Construction Traffic Control (4) Removals (5) Earthwork (6) Erosion Control (7) Sign Foundation (a) CMU Sign Core (9) Stone Sign Wall (10) Photo Voltaic (PV) Panel (11) Seeding and Landscaping Subsection 108.08 shall include the following: Substantial Completion for this project will be completed within forty-five (45) calendar days from the issuance of the Notice to Mobilize. In accordance with the "Schedule of Liquidated Damages" in Section 108.09, Liquidated Damages per Calendar Day will be $400.00 per contract per day. Substantial Completion is defined as completion and acceptance of: removals, topsoil placement, slope grading, sign construction, luminaire installation, photo- voltaic (PV) system installation, and boulder relocation/reset. Final Acceptance for this project will be completed within fifteen (15) calendar days from the start of final acceptance work, as defined below. In accordance with the "Schedule of Liquidated Damages" in Section 108.09, Liquidated Damages per Calendar Day will be $400.00 per contract per day. Final Acceptance is defined as completion and acceptance of: fine grading, shrub planting, irrigation installation and testing, and completed punch list items. u State Highway 392 and Interstate 25 Median Signs SUMMARY OF WORK PART 1 GENERAL 1.25 Modifications to Time of Completion in the Approved Schedule A. The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal' weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. • The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric • Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day- to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. 9 L_J State Highway 392 and Interstate 25 Median Signs At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not be charged with liquidated damages or any excess cost when the • delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. 1. To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above; and 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. u State Highway 392 and Interstate 25 Median Signs REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised for this project as follows Section 208.01 of the Standard Specifications is hereby revised for this project to include the following: Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor. Subsection 208.05 shall include the following: The Contractor is required to have an Erosion Control Supervisor that shall enforce all Federal, State, and local government policies that apply to this project. The Contractor shall place erosion logs in each median during construction. Erosion logs shall be placed downhill of construction, perpendicular to the roadway, and shall span the entire width of pervious material. It shall be the responsibility of the Contractor to ensure that all roadways near the project are kept clean of construction debris. The Contractor shall conduct daily sweeping of the travel lanes prior to removing traffic control devices by 3:00 pm local time each work day. • Section 208.07 shall be deleted and replaced with the following: All erosion control measures identified in the Contract and as directed by the Project Manager will not be measured and paid for separately but will be included in the lump sum item for Erosion Control. The bid price will be full compensation for all work required to complete the item. Excavation required for removal of accumulated sediment from traps, basins, areas adjacent to silt fences and erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work. Street sweeping will not be measured but shall be incidental to the work unless the Contractor has been directed by the Owners Field Representative to sweep the streets due to an organized city event or special event that involves the surrounding property owners. In the event that the City directs the Contractor to sweep the street due to a special event, this work will be paid for by the hour under a separate line item. Erosion Control Supervisor shall be included in the cost for erosion control. The travel time for the Erosion Control Supervisor shall be considered incidental to the work. Subsection 208.08 shall include the following: Pay item Pay Unit Erosion Control Lump Sum Concrete Washout Structure Each 9 State Highway 392 and Interstate 25 Median Signs REVISION OF SECTION 625 CONSTRUCTION SURVEYING Section 625 of the standard Specifications is hereby revised for this project as follows: Subsection 625.01 is hereby revised to include the following: All existing survey monuments and property corner located outside of the project grading limits as defined on the plans that are damaged or destroyed by the Contractor will be replaced at the Contractor's expense. All existing survey monuments and property corners located within the project grading limits which are intended to remain in place and intact as defined on the plans shall be protected by the Contractor. Where necessary monuments, property corners, and section comers will be adjusted or replaced by the City for this project. City of Fort Collins will provide the surveying and staking anticipated to include the following: 1. Utility Crossing One set of offset stakes for the utility conduit crossings. 2. Sions • One set of stakes to locate each sign. 3. Photo -voltaic (PV) Solar Panels One set of stakes to locate the caisson for each PV panel. • Stale Highway 392 and Interstate 25 Median Signs REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the standard Specifications is hereby revised for this project as follows Subsection 630.01 is hereby revised to include the following: This work shall consist of furnishing, installing, maintaining and removing temporary construction traffic control devices including, but not limited to: signs, advance warning arrow panels, variable message boards, barricades, channeling devices and delineators as required by the latest version of the City of Fort Collins Work Area Traffic Control Handbook, Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and the Latimer County Urban Area Street Standards (LCUASS). In the event of a conflict between the MUTCD and the City's criteria, the City of Fort Collins specifications shall govern. Subsection 630.02 is hereby revised to include the following: All traffic control devices placed for the project must meet or exceed the minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked • and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (ex. Crossed our information, information written in long- hand style, etc.). Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties. Subsection 630.09 is hereby revised to include the following: Traffic control through the construction area is the responsibility of the Contractor. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Traffic control devices shall be placed and / or stored in the right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a violation or safety issue, the City will order a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associates with the "Stop Work Order". • 10 • CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 • 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS GEOTECHNICAL REPORT 0 State Highway 392 and Interstate 25 Median Signs . The Contractor shall be responsible for ensuring safe passage through the work zone for vehicle, pedestrians and bicyclists. The Contractor shall use variable message boards to advice road users about upcoming work on Arterial and Collector Streets. The City will issue direction for the number of boards, general locations for placement and message verbiage. Fully automated variable message boards shall be installed and operate continuously for all work on Arterial and Collector Streets. 1. Two-way traffic shall be maintained at all times unless approved by the City. Lane width shall be maintained at a minimum of ten (10) Feet. 2. The Contractor will provide twenty-four (24) hour minimum notice to the City of Fort Collins Traffic Department when the project operation is near a signalized intersection. Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted on approved forms supplied by the City. A traffic control plan shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). The typical traffic control plans shall be submitted for approval to CDOT Region 4. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work • and Owner shall deduct from compensation $1,000.00 per day for said compensation, as well as the Contractors forfeiture of payment for all work and materials at that location with no adjustment in the Contract time. The Traffic Control Plan shall include, as a minimum, the following: 1. A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; methods, length and time duration for lane closures and location of flag persons. 2. A tabulation of all traffic control devices on the detailed diagram including, but not limited to: construction signs, vertical panel, vertical panel with light, Type I / 11 / III barricades, cones, drum channelizing devices and advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. 3. Number of flaggers to be used. 4. Parking restrictions to be in effect. Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned to him / him under this Contract. Subsection 630.10 is hereby revised to include the following: • 11 State Highway 392 and Interstate 25 Median Signs Traffic control shall not be in place before 9:00 am local time or past 3:00 pm local time. Traffic • control shall not be placed on Saturdays, Sundays, or CDOT specked non -working holidays. The Contractor shall designate an individual, other than the superintendent, to be the Traffic Control Supervisor. Traffic Control management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification shall be presented to CDOT Region 4, and when requested by the City or CDOT, for each TCS utilized on this project. One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the City for approval a minimum of one week prior to commencement of the work. It is the intent of the specifications that the Head TCS be the same throughout the project and remains on site at all times during the construction. If, in the opinion of the City, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. The TCS shall be equipped with a cellular phone. The TCS duties shall include, but not be limited to the following: 1. Prepare, revise and submit Traffic Control Plans as required. • 2. Supervise and direct project flaggers. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Tmnsfort, school districts and other affected agencies and parties prior to construction. 5. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly. S. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. 7. Flagging in emergency or relief for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 8. Traffic control device set up and removal. 9. Maintain a project traffic control diary which shall become part of the City's records. This diary I log shall be submitted to the City daily and shall include the following information as a minimum: a) Date b) For Traffic Control Inspection, the time of the inspection c) Project description and location . 12 State Highway 392 and Interstate 25 Median Signs d) Traffic Control Supervisor's name e) Types and quantities of traffic control devices used per approved MHT f) List of flaggers used, including start time, stop time and number of flagging hour breaks g) Traffic control problems (traffic accidents, damaged or missing devices and corrective actions taken) The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on -call" at all times and available upon request of the City during non -working hours. A twenty-four (24) hour telephone number shall be provided to the City prior to commencement of work for emergency purposes. All traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins "Work Area Traffic Control Handbook" and Part VI of the MUTCD, pertaining to traffic control for street and highway construction, available at all times. The following list reflects devices that may be used on the project or as authorized by the City: "NO PARKING" sign with stand Size A Specialty Sign Vertical panel without light Size B Specialty Sign Channelizing drum without light Safety Fence • Type 1111 barricade without light Light Type III barricade without light Advance warning flashing or sequencing arrow panel Cone with reflective strip Variable message board Size A sign with stand Size B sign with stand All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. Review fees will not be measured or paid for separately, but shall be considered incidental to the Work. The Contractor shall provide the services of the Colorado State Patrol or City of Fort Collins Police when necessary during the course of the work as instructed by the City. Associated costs shall be incidental to the Work. Flagger hand signs and devices, such as Stop / Slow paddles, will not be measured and paid for separately, but shall be included in the Work. The flaggers(s) shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the Work. The cost of batteries, electricity and / or fuel for all lighting or warning devices will not be measured and paid for separately but will be considered subsidiary to the traffic control. Sand bags and caution tape will not be measured and paid for separately, but shall be included in the Work. 13 State Highway 392 and Interstate 25 Median Signs The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD, if approved by the City. However, no payment will be made for additional panel size. The City shall not be responsible for any losses or damage due to theft of vandalism. The City of Fort Collins will not be responsible for any damage caused by the Contractor's construction activities to the public. Private or public property which is damaged by the Contractor's equipment or employees will be the sole responsibility of the Contractor. Subsection 630.15 is hereby revised to include the following: All traffic control costs including, but not limited to, furnishing equipment, equipment set up / removal / modifications, TCS and flagging personnel, vehicles, phones, hand signs, communication devices, sandbags and all related incidentals required for traffic control under this Contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items as specified in these specifications or as directed by the City. SPECIAL CONDITIONS FOR WORK ON STATE HIGHWAYS 1. Cross street traffic shall be maintained at all times unless authorized by the City in writing. 2. Time restrictions on State Highway 392 (Carpenter Road) will be restricted from 9:00am to 3:00pm. 3. Construction hours, except for emergencies, shall be limited to 9:00 am to 3:00 pm local . time, Monday through Friday excluding holidays, unless authorized by the City and COOT Region 4 in writing. Pay Item Pay Unit Traffic Control Lump Sum Variable Message Board Day Is 14 State Highway 392 and Interstate 25 Median Signs • UTILITIES The following Utilities are known to be within the project limits: Utility/Agencv Contact Phone Traffic — Colorado Department of Jim Thrush (970) 350-2290 Trans ortation The work described in these plans and specifications will require coordination between the Contractor and the utility companies in accordance with subsection 105.10 in conducting their respective operations, so the utility work can be completed with minimum delay to all parties concerned. The Contractor will be required to provide traffic control for any utility work expected to be coordinated with construction, as directed by the Engineer. The Contractor shall coordinate expected relocation completion schedules with each utility after notice to proceed. The Contractor shall complete a project schedule and updates to that schedule so that the project will be completed in the time frame allowed in this contract considering utility relocations and utility coordination at the time of construction. The work listed below shall be Performed by the Utilities. • • There is no anticipated utility work associated with this project. The work listed below shall be Performed by the Contractor in accordance with the plans and specifications, and as directed by the Engineer. • There is no anticipated utility work associated with this project. The Contractor shall keep the utility companies advised of any work being done to their facilities, so that the utility companies can coordinate their inspections for final acceptance of the work with the Engineer. Provide written notice to each utility company, with a copy to the Engineer, prior to any work by a utility company that is to be coordinated with project construction. A minimum of three (3) calendar weeks of prior notice is required. General — The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements'), when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least three (3) business days prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-registered lines marked by member companies. Call 811 for locates requests. All other underground facilities shall be located by contacting the respective company. Utility service laterals shall also be located prior to beginning excavation or grading. All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. 15 State Highway 392 and Interstate 25 Median Signs SECTION 044100 — DRY PLACED STONE . PART 1 - GENERAL 1.01 SECTION INCLUDES A. The work of this section shall include excavation, grading and installation of site boulders placed at the locations shown on the Drawings. The materials to be used for the construction of such structures shall be as specified herein. Dry Placed Stone includes the following: 1. Boulders (existing on site) 2. Flagstone Paver 1.02 RELATED SECTIONS A. Division 32 Section "Irrigation" for sprinkler irrigation requirements in and around Rock Work specified here -in. B. Division 32 Section "Concrete Paving". D. Division 32 Section "Plants". E. Division 32 Section "Turf and Grasses". • 1.03 SUBMITTALS AND SHOP DRAWINGS A. n/a PART2-PRODUCTS 2,01 MATERIALS A. Type 1 Boulders: 1. Stone Type: existing on site 2. Approved Suppliers: n/a 3. Boulder sizes shall be as indicated on the Drawings. B. Flagstone Pavers: 1. Stone Type: per drawings 2. Approved Suppliers: per drawings 3. Paver sizes shall be as indicated on the Drawings. • 16 State Highway 392 and Interstate 25 Median Signs • PART 3 - EXECUTION 3.02 HANDLING A. Handling of the stonelboulders shall be carried out in such a way that the stones/boulders are not damaged or scarred. Damaged stones/boulders may be rejected by the Owner Representative. 3.03 PLACEMENT A. Placement of Boulders: 1. Place seat boulders with flattest side up and most attractive face (as determined by Owner's Representative) facing activity areas, unless otherwise noted or directed by the Owner's Representative. 2. Vertical Joints: Chisel or hammer stone as required to achieve joint widths as indicated on the drawings. Stone chinking will not be allowed. 3. Exposed edges must be rounded/not sharp/not jagged. 4. Horizontal Joints: Joints between horizontal courses of stone shall be level, unless otherwise noted. 5. Tolerance: Top of Seat Boulder elevations shall be within 0.1' of the elevation indicated on the drawings. 6. Bury boulder per details. • 7. Locations and quantity shall be as indicated in the Drawings. Final placement of stone/boulders shall be reviewed and approved on site by the Owner's Representative prior to placing paving, surfacing and / or landscaping in abutting areas. 3.04 CLEAN UP A. Remove unneeded stone debris from the site. B. Clean dirt, debris, trash and other deleterious material from stone surfaces and surrounding areas. END OF SECTION 044100 E IVl State Highway 392 and Interstate 25 Median Signs SECTION 260000 - ELECTRICAL • PART1 GENERAL 1.1 SUMMARY A. Electrical systems required for this work include labor, materials, equipment, and services necessary to complete installation of electrical work shown on Drawings, specified herein or required for a complete operable facility and not specifically described in other Sections of these Specifications. Among the items required are: 1. Photovoltaic array, controller, and luminaires. B. Fees: 1. Obtain and pay for electrical permits, plan review, and inspections from local authorities having jurisdiction (AHJs). 1.2 DEFINITIONS A. Provide: To furnish and install, complete and ready for the intended use. B. Furnish: Supply and deliver to the project site, ready for unpacking, assembly and • installation. C. Install: Includes unloading, unpacking, assembling, erecting, installation, applying, finishing, protecting, cleaning, and similar operations at the project site as required to complete items of work furnished by others. 1.3 SUBMITTALS A. Operation and Maintenance Documentation: Provide copies of certificates of code authority acceptance, test data, product data, guarantees, warranties, and the like. B. Shop Drawings: Provide shop drawings which include physical characteristics, electrical characteristics, device layout plans, wiring diagrams, and the like. C. Record Drawings: Show changes and deviations from the Drawings. Include written Addendum and change order items. Make changes to Drawings in a neat, clean, and legible manner. 1.4 QUALITY ASSURANCE A. Conform to requirements of the National Electric Code (NEC) latest adopted version with amendments by local AHJs. B. Conform to latest adopted version of the Uniform Building Code (I -BC) with amendments by local AHJs. • 18 State Highway 392 and Interstate 25 Median Signs C. Furnish products listed by Underwriters' Laboratories, Inc. (UL) or other testing firm(s) acceptable to AI -Us. 1.5 SEQUENCING AND SCHEDULING A. For the proper execution of the work, cooperate with other crafts and contracts as needed. B. To avoid installation conflicts, thoroughly examine the complete set of Contract Documents. Resolve conflicts prior to installation. C. Prior to installation of feeders to equipment requiring electrical connections, examine the manufacturer's shop drawings, wiring diagrams, product data, and installation instructions. Verify that the electrical characteristics detailed in the Contract Documents are consistent with the electrical characteristics of the actual equipment being installed. 1.6 WARRANTY A. Equipment Manufacturer's Warranty: Not less than 5 years for photovoltaic panels, controllers, and LED fixtures from purchase date. Warranty includes normal cost of labor for replacement of equipment. • B. Battery Warranty: Not less than 1 year from date of purchase. PART PRODUCTS 2.1 MATERIALS A. Provide new electrical materials of the type and quality detailed, listed by UL, bearing their label wherever standards have been established. Indicated brand names and catalog numbers are used to establish standards of performance and quality. The description of materials listed herein governs in the event that catalog numbers do not correspond to materials described herein. B. Include special features, finishes, accessories, and other requirements as described in the Contract Documents regardless of the item's listed catalog number. C. Provide incidentals not specifically mentioned herein or noted on Drawings, but needed to complete the system or systems, in a safe and satisfactory working condition. 2.2 RACEWAYS A. PVC: Class 40 heavy wall rigid PVC, Federal Specification WC1094A, and National Electrical Manufacturer's Association (NEMA) TC-2. 2.3 WIRES AND CABLES • 19 Stale Highway 392 and Interstate 25 Median Signs A. Copper, 600 volt rated throughout. Conductors 14AWG to 10AWG, solid or stranded. • Minimum insulation rating of 90C for branch circuits. 2.4 BOXES A. Underground pull box/J boxes to be flush mount fiberglass, PVC, or ASS plastic. 2.5 PHOTOVOLTAIC CONTROLLER/CHARGER A. Manufacturer: Greenshine. B. IP68 or better rated housing, built in charger, and controller sized to match panel and battery. Built in over current protection device on panel and load side. 2.6 SAFETY DISCONNECTS A. Toggle Type Disconnect Switches: 12 VDC, 1-pole, 20 amp, NEMA 3R enclosure for outdoors. 2.7 SUPPORTING DEVICES: Not Applicable. 2.8 ELECTRICAL IDENTIFICATION A. Conductor Numbers: Manufacturers standard vinyl -cloth self-adhesive cable and conductor markers of the wraparound type. 2.9 GROUNDING MATERIALS A. Ground Rods: Copper -clad steel, 3/4-inch diameter, 10-feet long, tapered point, chamfered top. B. Grounding Connectors: Hydraulic compression tool applied connectors or exothermic welding process connectors or powder actuated compression tool applied connectors. Mechanical type of connectors are not acceptable. Manufacturers: Burndy Hyground Compression System, Erico/Cadweld, Amp Ampact Grounding System, or approved. 2.10 METERING EQUIPMENT: Not Applicable. 2.11 DISTRIBUTION PANELBOARD: Not Applicable. 2.12 OVERCURRENT PROTECTIVE DEVICES: Provided by manufacturer of controller. 2.13 CONTROL DEVICES A. Photoelectric Switches: Hermetically sealed light sensitive element installed in diecast weatherproof enclosure. Adjustable external light level slide. Swivel adjustable enclosure. 12VDC, 1800VA, connected for pilot duty unless otherwise indicated. Paragon, Tork, Precision, or approved if not provided by Controller manufacturer. • 20 SECTION 00020 INVITATION TO BID :l • State Highway 392 and Interstate 25 Median Signs • 2.14 LUMINAIRES: Per Schedule. 2.15 BALLASTS: Not Applicable. 2.16 LAMPS: Not Applicable. PART EXECUTION 3.1 EXAMINATION A. Drawings are diagrammatic with symbols representing electrical equipment, outlets, luminaires, and wiring. Examine the entire set of Drawings to avoid conflicts with other systems. Determine exact route and installation of electrical wiring and equipment with conditions of construction. B. Clarification: 1. The Drawings govern in matters of quantity; the Specification in matters of quality. In event of conflict on Drawings or in the Specifications, the greater quantity and the higher quality apply. 2. Should the Electrical Documents indicate a condition conflicting with the • governing codes and regulations, refrain from installing that portion of the work until clarified by Architect. 3.2 MOTORS/APPLIANCE/UTILIZATION BRANCH CIRCUIT WIRING: Not applicable. 3.3 INSTALLATION A. Install electrical equipment complete as directed by manufacturer's installation instructions. Obtain installation instructions from manufacturer prior to rough -in of the electrical equipment, examine the instructions thoroughly. B. Earthwork: Perform excavation and backfll for the installation of electrical work. C. Conduit: 1. Conceal conduits. Exposed conduits are permitted only in areas where required to reach equipment above ground. 2. Below Grade Conduit and Cables: Place a minimum 3-inch cover of sand or clean earth fill around the cable or conduit on a leveled trench bottom. Lay conduit on a smooth level trench bottom, so that contact is made for its entire length. Remove water from trench before electrical conduit is installed. 3. Conduit Terminations: Provide conduits shown on Drawings which terminate without box, panel, cabinet or conduit fitting with conduit connector or bushing. 4. Conduit Size: Minimum trade size 1-inch. • 5. Provide pull cord in empty conduits, 6. Conduit Use Locations: 21 State Highway 392 and Interstate 25 Median Signs a. Underground: PVC. D. Wires and Cables: 1. Conductor Installation: Install conductors with care to avoid damage to insulation. Do not apply greater tension on conductors than recommended by manufacturer during installation. 2. Conductor Size and Quantity: Install no conductors smaller than 12AWG unless otherwise shown. Provide required conductors for a fully operable system. E. Boxes: 1. Anchoring: Secure boxes rigidly to the substrate upon which they are being mounted, or solidly embed boxes in concrete masonry, or ground. 2. Code Compliance: Comply with NEC as applicable to construction and installation of electrical boxes and fittings and size boxes according to NEC 370, except as noted otherwise. F. Supporting Devices: • 1. Provide vertical support members for equipment and luminaires, straight and parallel to building walls. Provide independent supports to structural member for electrical luminaires, materials, or equipment installed in or on ceiling, walls or in void spaces or over furred or suspended ceilings. • G. Electrical Identification: Conductor Identification: Apply markers on each conductor for power, control, signaling and communications circuits. H. Grounding: 1. Performance Requirements: Provide a grounding system to properly safeguard the equipment and personnel. Install equipment grounding such that metallic structures, enclosures, raceways, junction boxes, outlet boxes, cabinets, machine frames, portable equipment, and other conductive items in close proximity with electrical circuits operate continuously at ground potential and provide a low impedance path for possible ground fault currents. 2. Ground Rod Electrode: a. Provide (2) ground rods at PV pole base and bond to pole and panels using #SAWG insulated copper conductor in conduit. 3. Install equipment grounding conductor, minimum #12 AWG in nonmetallic and metallic raceway systems. I. Fuses: For each class and ampere rating of fuse installed, provide 3 spare fuses. J. Control Devices: Provide photoelectric control devices if not provided by operation of controller • at such locations as necessary to be most effective. Avoid locating 22 State Highway 392 and Interstate 25 Median Signs • photoelectric devices in or at locations where they can be influenced by other than natural light or under eaves. Verify location of equipment with Architect. K. Lighting: 1. Install luminaire of types indicated where shown and at indicated heights and in accordance with manufacturer's written instructions and with recognized industry practices. 2. Avoid interference with and provide clearance for equipment. Where the indicated locations for the luminaires conflict with the locations for equipment, change the locations for the luminaire as directed by Architect. 3. Support Luminaires: Anchor supports to the structural slab or to structural members within a partition, or above a suspended ceiling. 4. Provide lighting indicated on Drawings with a luminaire of the type designated and appropriate for the location. Where outlet symbols appear on Drawings without a type designation, provide a luminaire the same as those used in similar or like locations. 3.4 FIELD QUALITY CONTROL A. Tests: Conduct tests to confirm proper operation of system and adequate grounding. B. Verify electrical characteristics of equipment prior to installation of conduits and wiring for equipment. C. Wiring Device Tests: Test wiring devices to ensure electrical continuity of grounding connections and after energizing circuitry to demonstrate compliance with • requirements. Correct defective wiring for DC check polarity prior to energizing and verify again after energizing. 3.5 CLEANING A. Remove dirt and debris caused by the execution of the electrical work. Leave the entire electrical system installed in clean, dust -free, and proper working order. B. Thoroughly clean the exterior and the interior of each piece of equipment in accordance with manufacturer's installation instructions. C. Where finish of luminaires or enclosures is damaged, touch up finish with matching paint in accordance to manufacturer's specifications and installation instructions. D. Clean paint splatters, dirt, dust, fingerprints, and debris from luminaires. END OF SECTION 26 00 00 11 U 23 State Highway 392 and Interstate 25 Median Signs SECTION 311000 — SITE CLEARING • PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Protecting existing trees, plants, and grasses to remain. 2. Removing existing trees and grass. 3. Clearing and grubbing. 4. Stripping and stockpiling topsoil. 5. Removing above- and below -grade site improvements. 6. Stockpiling boulders. B. Related Sections include the following: 1. Division 32 "Tree Protection" for protecting trees remaining on -site that are • affected by site operations. 2. Division 31 "Earth Moving" for soil materials, excavating, backfilling, and site grading. 3. Division 32 " Turf and Grasses" and "Plants" for finish grading including preparing and placing planting soil mixes and testing of topsoil material. 1.03 DEFINITIONS A. Topsoil: Natural or cultivated surface -soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of subsoil and weeds, roots, toxic materials, or other non -soil materials. B. Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.04 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. • 24 • State Highway 392 and Interstate 25 Median Signs 1.05 SUBMITTALS A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and plantings, adjoining construction, and site improvements that might be misconstrued as damage caused by site clearing. B. Record drawings, according to Division 1 Section "Project Record Documents,' identifying and accurately locating capped utilities and other subsurface structural, electrical, and mechanical conditions. 1.06 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Improvements on Adjoining Property: Authority for performing site clearing indicated on property adjoining Owner's property will be obtained by Owner before award of Contract. 1. Do not proceed with work on adjoining property until directed by Owner's • Representative. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. PART 2 — PRODUCTS - Not Applicable PART 3 - EXECUTION 3.01 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 25 State Highway 392 and Interstate 25 Median Signs 3.02 TEMPORARY EROSION AND SEDIMENTATION CONTROL , A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to Fort Collins/Windsor sediment and erosion control requirements. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.03 UTILITIES A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Arrange with utility companies to shut off indicated utilities. 2. Owner will arrange to shut off indicated utilities when requested by Contractor. B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner's Representative not less than 7 days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's Representative written permission. 3.04 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Grind stumps and remove roots, obstructions, and debris extending to a depth of 18 inches below exposed sub -grade. 4. Use only hand methods for grubbing within tree protection zone. 5. Chip removed tree branches and dispose of off -site. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. Place fill material in horizontal layers to a minimum depth of 4 inches, not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. • ?U Slate Highway 392 and Interstate 25 Median Signs • 3.05 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove sub -soil and non -soil materials from topsoil, including trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Limit height of topsoil stockpiles to 72 inches. 2. Do not stockpile topsoil within tree protection zones. 3.06 SITE IMPROVEMENTS A. Remove existing above- and below -grade improvements as indicated and as necessary to facilitate new construction. B. Remove boulders and stockpile for re -installation. Contractor shall exercise caution and avoid damaging, scraping, scratching, chipping, scarring, etc. boulders. Re -install boulders per details and Spec Section 044100 — Dry Placed Stone • 3.07 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. 1. Separate recyclable materials produced during site clearing from other non - recyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION • 27 State Highway 392 and Interstate 25 Median Signs SECTION 329300 - PLANTS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Shrubs. 2. Perennials. 3. Ornamental Grasses. 4. Fertilizer. 5. Mulch. 6. Warranty. B. Related Sections: 0 1. Division 31 Section "Site Clearing" for protection of existing trees and plantings, topsoil stripping and stockpiling, and site clearing. • 2. Division 31 Section "Earth Moving" for excavation, filling, and rough grading and for subsurface aggregate drainage and drainage backfill materials. 1.03 DEFINITIONS A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Exterior plants dug with firm, natural balls of earth in which they are grown, with ball size not less than diameter and depth recommended by ANSI Z60.1 for type and size of tree or shrub required; wrapped, tied, rigidly supported, and drum laced as recommended by ANSI Z60.1. C. Balled and Potted Stock: Exterior plants dug with firm, natural balls of earth in which they are grown and placed, unbroken, in a container. Ball size is not less than diameter and depth recommended by ANSI Z60.1 for type and size of exterior plant required. D. Clump: Where three or more young trees were planted in a group and have grown together as a single tree having three or more main stems or trunks. E. Container -Grown Stock: Healthy, vigorous, well -rooted exterior plants grown in a container with well -established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough `J 28 State Highway 392 and Interstate 25 Median Signs • to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of exterior plant required. F. Finish Grade: Elevation of finished surface of planting soil. G. Multi -Stem: Where three or more main stems arise from the ground from a single root crown or at a point right above the root crown. H. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. I. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.04 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: For each of the following: 1. 5 Ib. of mulch for each color and texture of inorganic (stone) and organic (wood) mulch required, in labeled plastic bags. Contractor shall Provide 5 lb. of existing wood mulch labeled in plastic bao for Owner's Reoresentative to review proposed wood mulch against. • C. Product Certificates: For each type of manufactured product, from manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. D. Planting Schedule: Indicating anticipated planting dates for exterior plants. E. Maintenance Instructions: Detailed, recommended procedures to be established by Owner for maintenance of exterior plants during warranty period. Submit before expiration of required maintenance periods. F. Warranty: As described below. 1.05 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. B. Soil -Testing Laboratory Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. ME State Highway 392 and Interstate 25 Median Signs C. Provide quality, size, genus, species, and variety of exterior plants indicated, • complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." D. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements six (6) inches above the ground for trees up to four (4)-inch caliper size, and twelve (12) inches above the ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to - tip. E. Observation: Owners representative may observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Owners Representative retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. Notify Owners Representative of sources of planting materials seven (7) days in advance of delivery to site. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver exterior plants freshly dug. B. Do not prune trees and shrubs before delivery except as approved by Owners representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery and handling. C. Handle planting stock by root ball. D. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is delayed more than six (6) hours after delivery, set exterior plants and trees in shade, protect from weather and mechanical damage, and keep roots moist. 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root systems of exterior ptants stored on -site with a fina-mist spray. Water as often as necessary to maintain root systems in a moist condition. • 30 SECTION 00020 INVITATION TO BID Date: October 3, 2014 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on October 24, 2014, for the SH392 & 1-25 Community ID Signs; BID NO. 801.6. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 8016. The Work consists of the construction of two community identification signs in the medians on State Highway 392 at the Interstate 25 interchange. The westernmost sign will read "Fort Collins" and the easternmost sign will read' Windsor'. The project will include: removals as defined in the plans, concrete foundation, concrete masonry unit core, sandstone and shaped stone veneer, and lettering. The project will also install one photo -voltaic solar panel system with sign lighting at each sign location. Landscaping will be installed in each median.. Two separate contracts will be required for this project. The City of Fort Collins will sign one contract, and the Town of Windsor will sign the other contract which will make up the total bid amount. The bid schedule is formatted to split up the pay items and quantities based on the • owner. Contract will be awarded to the lowest total bid, and not based on lowest cost to either owner individually. All work must be completed at the same time. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 2:00 PM, on October 14, 2014, in the Training Room (Conference Room 2E) at 215 N Mason Street, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online by registering with Rocky Mountain E-Purchasing System (RMEPS) at: www.rockvmountainbidsystem.com Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions, Substantial Completion of the Work is required as specified in the Agreement. State Highway 392 and Interstate 25 Median Signs • 1.07 PROJECT CONDITIONS A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed according to manufacturer's written instructions and warranty requirements. B. Coordination with Lawns: Plant trees and shrubs after finish grades are established and before planting lawns unless otherwise acceptable to Owners Representative. 1. When planting trees and shrubs after lawns, protect lawn areas and promptly repair damage caused by planting operations. 1.08 INSPECTIONS A. Site Inspection: 1. Contractor will inspect existing site conditions and note irregularities affecting the work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been placed in areas as specified. Verify that the areas to be re -vegetated are protected from concentrated runoff and sediment from adjacent areas. Note previous treatments to the areas such as temporary seeding or mulching and discuss with the Owner's Representative how these treatments will affect permanent re - vegetation. Report irregularities affecting work of this section to the Owner's • Representative before initiating work. When the Contractor begins work under this section, it implies acceptance of existing conditions. 2. Contractor shall notify Owner's Representative prior to start of work. Owner's Representative will be responsible to monitor the work. B. Pre -planting Inspections: 1. Plant material shall be inspected by an Owner's Representative before planting. Inspection of materials may be sequenced by major planting areas to accommodate efficient planting operations. Plants for inspection must be in a single location preferably on the project site. Rejected materials must be removed from the site, replaced and re -inspected before planting. If the supplier is a local nursery, tagged plants may be inspected at the nursery. Photographs of the plant materials to be obtained from non -local sources may be submitted to the Owner's Representative for preliminary inspection. This preliminary inspection is subject to final approval of plants at the job site. The Owner reserves the right to reject plant material at any stage of construction or warranty period. 2. Soil amendments, backfill mixes and mulches will be inspected at the site by the Owner's Representative before they are used in planting operations. 3. Obtain Owner's Representatives review of staked locations of trees before digging for those plants occurs. Obtain Owner's Representatives review of the location of shrubs in their containers at the proposed locations before digging commences. Contact Owner's Representative at least two days in advance. . C. Final Completion Inspection: 31 State Highway 392 and Interstate 25 Median Signs 1. As soon as all planting is completed, a review and preliminary inspection to • determine the condition of the vegetation will be held by the Owner's Representatives upon request by the Contractor. 2. The inspection will occur only after the following conditions have been met: a. Landscape areas will be free of weeds and neatly cultivated; b. Plant basins shall be in good repair; C. Irrigation systems shall be fully operational with heads properly adjusted; d. Debris and litter shall be cleaned up and walkways and curbs shall be cleaned of soil and debris left from planting operations. 3. If, after the inspection, the Owner's Representative is of the opinion that the work has been performed as per the Contract Documents, and that the vegetation is in satisfactory growing condition, he will give the Contractor Written Notice of Acceptance and the Warranty period shall begin. 4. Work requiring corrective action in the judgment of the Owner's Representative shall be performed within the first ten (10) days of the warranty period. Any work not performed within this time will require an equivalent extension of the warranty period. Corrective work and materials replacement shall be in accordance with the Contract Documents, and shall be made by the Contractor at no cost to the Owner. 5. On occasion, cold weather may preclude the opportunity to replace dead plants, or the contractor may request replacement to be delayed to the following spring. The Owner's Representative may grant this extension. In the event an extension is granted, the replacement plants shall be installed no later than May 15th, and • the warranty shall be extended to November 15th of the same year (one growing season). 6. Final Completion notice will be given when all deficiencies are corrected. 1.09 WARRANTY A. Special Warranty: Installer's standard form in which Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's control. b. Structural failures including plantings falling or blowing over. C. Faulty operation of tree stabilization and headers. J. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Periods from date of Final Completion: a. Two (2) years — final completion through October 15, 2016. 3. Include the following remedial actions as a minimum: • 32 I• State Highway 392 and Interstate 25 Median Signs a. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. b. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. C. Provide extended warranty for replaced plant materials: warranty period equal to original warranty period. 1.10 MAINTENANCE SERVICE A. Initial Maintenance Service for Exterior Plants: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted and continue until plantings are acceptably healthy and well established, but for not less than maintenance period below. 1. Maintenance Period: Initial installation thru Final Completion for a maximum of thirty (30) days from date of planting. PART 2-PRODUCTS 2.01 TREE AND SHRUB MATERIAL A. General: Furnish nursery -grown trees and shrubs complying with ANSI Z60.1, with • healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. lJ B. Provide trees and shrubs of sizes, grades, and ball or container sizes complying with ANSI Z60.1 for types and form of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Owners representative, with a proportionate increase in size of roots or balls. C. Root -Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which shall begin at root flare according to ANSI Z60.1 D. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and common name. E. If formal arrangements or consecutive order of trees or shrubs is shown, select stock for uniform height and spread, and number label to assure symmetry in planting. 2.02 DECIDUOUS SHRUBS A. Form and Size: Shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. 1. Provide container -grown shrubs, sized as indicated on the Drawings. 33 State Highway 392 and Interstate 25 Median Signs 2.03 PLANTS • A. Perennials: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed, complying with requirements in ANSI Z60.1. B. Ornamental Grasses: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed, complying with requirements in ANSI Z60.1. 2.04 FERTILIZER A. Fertilizer for trees and shrubs shall be Osmocote Plus, 9 month slow release fertilizer for northern states. Apply per manufacturer's recommendations. B. Treble superphosphate (for ornamental grasses only). Commercially available brand. Submit proposed formulation and company name. 2.05 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of one of the following: 1. Type: Wood mulch to match existing on site, 4" deep. PART 3-EXECUTION . 3.01 EXAMINATION A. Examine areas to receive exterior plants for compliance with requirements and conditions affecting installation and performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas, adjust locations when requested, and obtain Owners Representative's acceptance of layout before planting. Make minor adjustments as required. • rMY, State Highway 392 and Interstate 25 Median Signs aD. Lay out exterior plants at locations directed by Owners Representative. Stake locations of individual trees and shrubs and outline areas for multiple plantings. E. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap all deciduous single trunk trees with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.03 PLANTING BED ESTABLISHMENT A. Loosen subgrade of planting beds to a minimum depth of twelve (12) inches. Remove stones larger than one (1) inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Within Medians: Apply fertilizer on surface, and thoroughly blend planting soil mix. 2. For Transplanted Trees: a. Spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. b. Spread organic amendment mix to a rate of three (3) CY/1,000 square feet. Do not spread if organic amendment or subgrade is frozen, muddy, or excessively wet. Organic amendment for trees is incidental to cost of transplanted trees. • B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. C. Before planting, restore planting beds if eroded or otherwise disturbed after finish grading. 3.04 EXCAVATION FOR TREES AND SHRUBS A. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation. Excavate approximately two (2) times as wide as ball diameter for balled and burlapped stock. B. Subsoil removed from excavations may be used as backfll. C. Obstructions: Notify Owners Representative if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. D. Drainage: Notify Owners Representative if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. 35 State Highway 392 and Interstate 25 Median Signs E. Fill excavations with water and allow to percolate away before positioning trees and • shrubs. 3.05 TREE AND SHRUB PLANTING A. Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. B. Set balled and burlapped stock plumb and in center of pit or trench with top of root ball two (2) inches adjacent finish grades. 1. Remove twine, rope, wire basket, burlap from top half of root ball. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. C. Set container -grown stock plumb and in center of pit or trench with top of root ball two (2) inches above adjacent finish grades. 1. Carefully remove root ball from container without damaging root ball or plant. 2. Place planting soil mix around root ball in layers, tamping to settle mix and • eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. D. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap trees of 2-inch caliper and larger with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.06 TREE AND SHRUB PRUNING A. Remove only dead, dying, or broken branches. Do not prune for shape. 3.07 PLANT PLANTING A. Set out and space ground cover and plants as indicated. B. Notify Owner's Representative to review and approve plant spacing. C. Dig holes large enough to allow spreading of roots and backfill with planting soil. I� L 36 State Highway 392 and Interstate 25 Median Signs • D. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. E. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. F. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 3.08 PLANTING BED MULCHING A. Mulch backfilled surfaces of planting beds and other areas indicated. Provide 48" diameter mulch ring around trees in sodded and seeded areas. 1. Organic Mulch: Apply four (4) inch average thickness of organic mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. 3.09 PLANT MAINTENANCE A. Tree and Shrub Maintenance: Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, adjusting and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray or treat as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. B. Contractor shall be responsible for maintenance from initial installation thru Final Completion for a maximum of thirty (30) days. 3.10 CLEANUP AND PROTECTION A. During planting, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. 3.11 DISPOSAL A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 329300 37 State Highway 392 and Interstate 25 Median Signs SECTION 329610 — TREE PROTECTION • PART 1-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this Section. 1.02 SUMMARY A. This Section includes the protection and trimming of existing trees that interfere with, or are affected by, execution of the Work, whether temporary or permanent construction. B. Related Sections include the following: 1. Division 31 Section "Site Clearing" for removal limits of trees, shrubs, and other plantings affected by new construction. 1.03 DEFINITIONS A. Tree Protection Zone: Area surrounding individual trees or groups of trees to remain • during construction, and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.04 SUBMITTALS A. Product Data: For each type of product indicated. B. Tree Pruning Schedule: Not applicable. 1.05 QUALITY ASSURANCE A. Tree Service Firm Qualifications: An experienced tree service firm that has successfully completed tree protection and trimming work similar to that required for this Project and that will assign an experienced, qualified arborist to Project site during execution of tree protection and trimming. B. Tree Pruning: Contact the Owner's Representative if tree pruning is required. Owner's Representative shall review the contractors request for tree pruning and provide direction. C. Pre -installation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." C7 cip State Highway 392 and Interstate 25 Median Signs • 1. Before tree protection operations begin, meet with representatives of authorities having jurisdiction, Owner, consultants, and other concerned entities to review tree protection and trimming procedures and responsibilities. PART 2-PRODUCTS 2.01 MATERIALS A. Drainage Fill: Selected crushed stone, or crushed or uncrushed gravel, washed, ASTM D 448, Size 24, with 90 to 100 percent passing a 2-1/2-inch sieve and not more than 10 percent passing a 3/4-inch sieve. B. Topsoil: Natural or cultivated surface -soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 1.5 inch in diameter; and free of weeds, roots, and toxic and other non -soil materials. Obtain topsoil only from well -drained sites where topsoil is 4 inches deep or more; do not obtain from bogs or marshes. C. Filter Fabric: Manufacturer's standard, nonwoven, pervious, geo-textile fabric of polypropylene, nylon, or polyester fibers. • D. Temporary Fencing: Orange Snow Fence; a minimum of 48 inches high; with'T'- posts; with tie wires, and other accessories for a complete fence system OR snow fencing. E. Organic Mulch: Shredded Cedar, free of deleterious materials. PART 3 - EXECUTION 3.01 PREPARATION A. Temporary Fencing: Install temporary fencing around tree protection zones to protect remaining trees and vegetation from construction damage. Maintain temporary fence and remove when construction is complete. B. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. C. Mulch areas inside tree protection zones and other areas indicated. 1. Apply 3-inch average thickness of organic mulch. Do not place mulch within six (6) inches of tree trunks. • D. Do not store construction materials, debris, or excavated material inside tree protection 39 State Highway 392 and Interstate 25 Median Signs zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil • compaction over root systems. E. Maintain tree protection zones free of weeds and trash. Do not allow fires within tree protection zones. 3.02 EXCAVATION A. Do not excavate within tree protection zones, unless otherwise indicated. B. Where excavation for new construction is required within tree protection zones, hand clear and excavate to minimize damage to root systems. Use narrow -tine spading forks and comb soil to expose roots. 1. Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches back from new construction. 2. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. C. Where utility trenches are required within tree protection zones, tunnel under or around • roots by drilling, auger boring, pipe jacking, or digging by hand, but verify situation with Owners Representative prior to performing any work under this Section. 1. Root Pruning: Do not cut main lateral roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots with sharp pruning instruments; do not break or chop. 2. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the face of the tree (outer bark) and is scaled from tree diameter and breast height as described in the chart below. Tree Diameter at Breast Height (inches) Auger Distance from Face of Tree (feet) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 • 40 The successful Bidder will be required to furnish a Performance Bond and a Payment Bond . guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority conceming such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry S. Paul Director of Purchasing R Risk Management • 0 State Highway 392 and Interstate 25 Median Signs • 3.03 REGRADING A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade beyond tree protection zones. Maintain existing grades within tree protection zones. B. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with topsoil. Place topsoil in a single un-compacted layer and hand grade to required finish elevations. C. Moderate Fill: Where existing grade is more than 6 inches but less than 12 inches below elevation of finish grade, place drainage fill, filter fabric, and topsoil on existing grade as follows: 1. Carefully place drainage fill against tree trunk approximately 2 inches above elevation of finish grade and extend not less than 18 inches from tree trunk on all sides. For balance of area within drip -line perimeter, place drainage fill up to 6 inches below elevation of grade. 2. Place filter fabric with edges overlapping 6 inches minimum. 3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand grade to required finish elevations. 3.04 TREE PRUNING . A. Prune trees to remain that are affected by temporary and permanent construction. B. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. 11 C. Pruning Standards: Prune trees according to ANSI A300 (Part 1). D. Cut branches with sharp pruning instruments; do not break or chop. E. Chip removed tree branches and dispose of off -site. 3.05 TREE REPAIR AND REPLACEMENT A. Violation of these specifications will lead to penalties based on the type of violation and/or the resulting damages, and may be grounds for the termination of this contract. 1. Penalties will be assessed based on the amount of damage done and the total value of that tree, or group of trees, prior to the damage. Penalties for damage would be based on the total value of the tree as determined by the UNC facilities staff and the severity of the damage as a proportion of the total value of that tree. This could include up to the full value of the tree. 2. Where practical, provide new trees of same size and species as those being replaced; plant and maintain as specified in Division 2 Section "Exterior Plants." 3. Provide new trees of 6-inch caliper size and of a species selected by Owner's Representative when damaged trees more than 6 inches in caliper size, 41 Slate Highway 392 and Interstate 25 Median Signs measured 12 inches above grade, are required to be replaced. Number of replacement trees required to mitigate loss of larger trees will comply with City Code. Plant and maintain new trees as specified in Division 2 Section "Exterior Plants." B. Promptly repair trees damaged by construction operations within 24 hours. Treat damaged trunks, limbs, and roots according to Owners Representative's instructions. 3.06 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted. B. Disposal: Unless otherwise agreed to, remove excess excavated material and displaced trees from Owner's property and dispose of in legal manner. END OF SECTION 329610 \J Ir1 L 42 State Highway 392 and Interstate 25 Median Signs • SECTION 329643 —TREE TRANSPLANTING PART 1-GENERAL 1.01 SECTION INCLUDES A. The plant material to be transplanted will be tagged. This work consists of transplanting the plant material described in the construction drawings and as follows: 1. The Contractor shall relocate three (3) trees to locations shown on sheet L-2. The scope of this work shall include extracting trees from the project site, transporting to the new locations, and transplanting in the locations identified by the City Foresters/in the drawings. Coordinate this portion of the work with Owner's Representative and Ralph Zentz, City of Fort Collins Forester at 970.221.6302 and Ken Kawamura, Town of Windsor Forester at 970.674.2440. 2. Final transplanted locations, sizes, varieties and orientation shall be coordinated with the City Foresters, at the time of planting. Coordinate this transplanting work with Foresters. Once trees are transplanted, the Contractor shall be required to stake, mulch and irrigate as described within this specification or detailed on the drawings. Contractor shall be responsible for providing a warranty for survival/health for the harvested and transplanted vegetation. . 1.02 REFERENCES A. Plant Nomenclature: "Standardized Plant Names" as adopted by the American Joint Committee of Horticultural Nomenclature. • B. Size and Grating Standards: "American Standard for Nursery Stock" - Sponsor - the American Association of Nurseryman Inc. 1.03 QUALITY ASSURANCE A. Tree Transplanting Qualifications: A qualified tree expert whose work has resulted in successful establishment of transplanted trees 1. Field Supervision: Require tradesman to maintain an experienced full-time supervisor on Project site when transplanting is in progress. 1. Tree transplanting sub -contractor shall hand dig existing trees out of median locations to accomplish the proposed transplanting operations. B. Planting Season: Obtain approval for time of transplanting from the Foresters. 1. Deciduous Woody Plants: Transplant generally between October 31 and May 15 whenever temperature is above 32 degrees F and the soil is in workable condition. 2. Evergreens: See notes on sheet EX-1. 43 State Highway 392 and Interstate 25 Median Signs 1.04 DELIVERY, STORAGE AND HANDLING A. Store topsoil and plants (that cannot be planted immediately) where directed by the Foresters. Completely coverall plant balls that will be stored above ground longer than 48 hours with a minimum of 12 inches of wood chips. Water and use other protective measures as required or directed to insure plant viability for the full term of interim storage of harvested plant material. 1.05 SUBMITTALS A. Samples for Verification: For each of the following: 1. See Specifications Section 329300 B. Transplanting Schedule: Indicating anticipated transplanting dates for trees designated for transplanting. C. Maintenance Instructions: Recommended procedures to be established by Foresters for maintenance of transplanted trees over the course of construction. 1.06 PROJECT CONDITIONS 7 A. Notify the Foresters a minimum of forty-eight (48) hours in advance prior to digging and transplanting plant material. • B. Watering: 1. Water (and subsequent irrigation) of the transplanted trees, shall be furnished by the Contractor. 2. Saturate root ball at time of planting, and install drip irrigation within 2 days of transplanting. Provide record of watering using watering schedule, see 3.01 M below and coordinate with Foresters. 1.07 PLANTING WARRANTY A. Special Warranty: Installer's standard form in which Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's control. b. Structural failures including plantings falling or blowing over. C. Faulty operation of tree stabilization and headers. J. Deterioration of metals, metal finishes, and other materials beyond normal weathering. • 44 State Highway 392 and Interstate 25 Median Signs • 2. Warranty Periods from date of Final Completion: a. Two (2) years — final completion through October 15, 2016. 3. Include the following remedial actions as a minimum: a. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. b. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. C. Provide extended warranty for replaced plant materials; warranty period equal to original warranty period. PART 2-PRODUCTS 2.01 MATERIALS A. Tree Spade: of adequate bail size rating shall be used based on trunk diameter: Trunk Diameter Tree Spade Size • 1" — 4" 44" 4" — 8" 60" — 70" >8" minimum 100" l0 B. Tree Transplanting Materials: 1. Tree Stakes — 2" dia. commercial grade lodgepole wood stakes 2. Guying and Staking Cord — 14 AWG wire with 1/2" x 12" PVC sleeves. 3. Webbing: 2"nylon webbing or rubberized cloth. No hose permitted. C. Organic Soil Amendment: Organic amendment shall be Class 1 as defined by the Rocky Mountain Region Organics Council. Amendments shall be used in planting pits. D. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: 1. Type: See Section 329300 Plants PART 3-EXECUTION 3.01 TREE TRANSPLANTING A. Transplanting shall occur during the dormant season to ensure survival. 45 State Highway 392 and Interstate 25 Median Signs B. Locate all utilities at digging and planting locations prior to commencing any work. C. Trees to be transplanted shall be flagged by Foresters and as identified on the drawings. D. Planting Layout: Per drawings E. Setting Transplanted Plants: Set plants plumb and at a level so that after settlement they bear the same ground level relationship as before they were dug. F. Schedule work when the soil is dry, to the extent possible, to reduce making ruts. G. Fill all open plug holes with shifted plugs or with soil forming a level surface with existing grade. H. Over excavate 12" wide (spade size plus 12") around tree transplanting location and prepare soil with Class 1 Compost (soil amendment) as per Section 329300 3.03, under "Planting Bed Establishment". I. Surface Finish for the Onsite plant material: Form a saucer as indicated on Drawings or as directed. Grade soil to form an 8" water basin on lower side of slope plantings, which will catch and retain water. J. Remove all grass from the top of root balls prior to mulching. K. Mulching: Provide mulch ring around trees in turf areas. • 1. Organic Mulch: Apply four -inch (4") average thickness of organic mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. Landscape fabric is not required in organic mulch areas. L. Irrigate each tree after planting by thoroughly soaking the soil ball. M. Establishment of Planting: Maintain all plantings immediately following transplanting operations and continue through final completion. Establishment of planting shall consist of keeping plants in healthy, growing conditions by water, weeding, cultivating, pruning, spraying, lightening of guys, re -mulching and by any other necessary operations of establishment thru final completion. The City of Fort Collins shall take over maintenance following Final Completion. 1. Water transplanted trees once a week between April 1 and October 31 with 50 gallons per tree per week unless otherwise specified. Provide additional watering during periods of dry weather when required or when directed. Any variation from specified watering schedule must be approved by the City of Fort Collins Forestry Department (Ralph Zentz) or the Town of Windsor Forester (Ken Kawamura) for the City or Town median, respectively. 2. Winter -water and Spring -water transplanted trees to ensure survival. Water transplanted trees every other week between November 1 and March 31 with 50 gallons per tree per week unless otherwise specified. Provide additional watering during periods of dry weather when required or when directed. Provide record of watering using watering schedule. 46 State Highway 392 and Interstate 25 Median Signs • 3. Treat all plants with good horticultural preventative or remedial measures to control insects, diseases or rodents. 3.02 TRANSPORTING TRANSPLANTED TREES OFFSITE (see sheet L-2) A. Authorized work on this job neither expresses nor implies a right to violate any laws while in process of performing such work. B. The Contractor shall coordinate all tree operations with the adjacent property owners, the Project Manager, City Foresters, and the traffic control coordinator. The Contractor shall submit a work schedule prior to starting work and must submit revised schedules if the schedule changes. C. Inadequately or improperly trained personnel shall not be utilized for work on this job beyond their known capacity or ability to perform properly or safely. D. Any injury to persons or damages to any improvement, tree, shrub, sidewalk, curb, or structure while working on this job, shall be promptly reported to the Project Manager. E. The Contractor is responsible for keeping the street clean of debris at all times. Dirt or mud tracked onto the street must be cleaned of the street at the end of each day. F. Any use of tools or equipment in unsafe condition or any application of techniques or methods deemed unsafe to life, limb or property is forbidden. . G. Pedestrian and vehicular traffic shall be allowed to pass through the work areas under safe conditions and with as little inconvenience and delay as possible. H. The Contractor is responsible for providing all necessary traffic control to assure the safety of motorists, pedestrians, and bicyclists. The traffic control shall be provided by and maintained by an ASTAA certified Traffic Control Supervisor, TCS. All traffic control devices shall meet or exceed the minimum standards set forth in the Manual of Uniform Traffic Control Devices, MUTCD. The Contractor must submit traffic control plans and coordinate all traffic control with the City's Traffic Control Coordinator. The traffic control plans must be submitted seventy-two (72) hours prior to starting tree operations and prior to any modification to the traffic control plan. If the plan is not submitted and approved, or if the traffic control devices are not provided according to the plan, the project will be shut down immediately until the situation can be corrected. The Contractor is responsible for cleaning up, hauling, and disposal of all debris generated by the tree removal operation in an appropriate legal manner. The Contractor shall submit their plan for disposal to the Project Manager and the Foresters. See 3.01 above for requirements of the harvested onsite transplanted trees. Once the trees have been properly transplanted, Contractor is responsible for the maintenance of these trees thru final completion only. END OF SECTION 329643 • 47 E STANDARD SPECIAL PROVISIONS E::3 February 3, 2011 • REVISION OF SECTION 103 COLORADO RESIDENT BID PREFERENCE Section 103 of the Standard Specifications is hereby revised for this project as follows: Subsection 103..01 shall include the following: (a) Colorado Resident Bid Preference. A resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. Resident bidder means: (1) A person, partnership, corporation, or joint venture which is authorized to transact business in Colorado and which maintains its principal place of business in Colorado: or, (2) A person, partnership, corporation, or joint venture which is authorized to transact business in Colorado, which maintains a place of business in Colorado, and which has paid Colorado unemployment compensation taxes in at least seventy-five percent of the eight quarters immediately prior to bidding on a construction contract for a public project. To determine the resident bid preference status of a bidder, the bidder shall submit a completed Form 604 with the proposal. Failure to submit the residency Form with the proposal will be • justification for and may result in the rejection of the proposal and forfeiture of the proposal guaranty. • The proposals will be treated as follows: (1) All proposals will be checked for accuracy by the Department. (2) The dollar amount of the checked proposal from nonresident bidders will be adjusted by a percentage equal to the percentage preference given or required by the state or foreign country of the bidder's residency. If the state or foreign country does not give or require a residency preference, no adjustment in the proposal dollar amount will be made. (3) Adjusted proposals from nonresident bidders will then be compared to proposals from resident bidders, and the bidder with the lowest total will be considered the apparent low bidder. (4) Should a nonresident bidder be the apparent low bidder, in accordance with paragraph (3) above, an award will be made on the basis of the original proposal, not the adjusted proposal. (5) The Department will proceed with its normal award procedure. 49 REVISION OF SECTION 105 February 3, 2011 VIOLATION OF WORKING TIME LIMITATION Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.03 shall include the following: If there is a violation of the working time limitations for traffic control as set forth in the special provisions, a written notice to stop work will be imposed on the Contractor at the start of the next working day. Work shall not resume until the Contractor assures the Engineer, in writing, that there will not be a reoccurrence of the working time violation. If more violations take place, the Engineer will notify the Contractor in writing that there will be a price reduction charge for each incident in accordance with this specification. This incident price reduction charge will be deducted from any money due the Contractor. This price reduction will not be considered a penalty but will be a price reduction for failure to perform traffic control in compliance with the Contract. An incident is any violation up to 30 minutes in duration. Each 30 minutes or increment thereof will be considered as an incident. A price reduction will be assessed for each successive or cumulative 30 minute period in violation of the working time limitations, as determined by the Engineer. The price reduction for each incident will increase at a progressive rate starting with $150 for the second incident and increasing to $1200 for the fifth and subsequent incidents in accordance with the following schedule. A 15 minute grace period will be allowed at the beginning of the second incident on the project before the price reduction is applied. This 15 minute grace period applies only to the second incident. • The number of incident charges will be accumulative throughout the duration of the Contract. PRICE REDUCTION SCHEDULE Incident Incident Rate Total Price Reduction V Notice to Stop Work ---- 2"d $150 $150 3`" 300 450 4'h 600 1,050 5th 1,200 2,250 6'h 1,200 3,450 Etc. 1,200 4,650 Etc. Etc. • 50 SECTION 00100 IIdG� ii�I�l iGlw•F3Y�77f d�7339 • February 3, 2011 • REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS • • Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107,15(c) and replace it with the following: (c) Each insurance policy shall include provisions preventing cancellation or non -renewal without at least 30 days prior notice to Contractor, The Contractor shall forward to the Engineer any such notice received within seven days of the Contractor's receipt of such notice. 51 January 30, 2014 REVISION OF SECTION 107 . WARNING LIGHTS FOR WORK VEHICLES AND EQUIPMENT Section 107 of the Standard Specifications is hereby revised for this project as follows: Subsection 107.06 (b) shall include the following: All work vehicles and mobile equipment shall be equipped with one or more functioning warning lights mounted as high as practicable, which shall be capable of displaying in all directions one or more flashing, oscillating, or rotating lights for warning roadway traffic. The lights shall be amber in color. The warning lights shall be activated when the work vehicle or mobile equipment is operating within the roadway, right of way or both. All supplemental lights shall be SAE Class 1 certified. • • 52 August 19, 2011 • REVISION OF SECTION 108 CRITICAL PATH METHOD • • Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The Bar Chart or Initial Schedule shall be submitted at least 10 working days prior to the start of the work. The Engineer's review of the Schedule will not exceed two working days. Work shall not begin until the Schedule is accepted in writing, unless otherwise approved by the Engineer In subsection 108.03 (c), delete the third paragraph. 53 May 2, 2013 REVISION OF SECTION 108 LIQUIDATED DAMAGES Section 108 of the Standard Specifications is hereby revised for this project as follows: In subsection 108.09 delete the schedule of liquidated damages and replace with the following: Original Contract Amount ($) Liquidated Damages per Calendar Day ($1 From More Than To And Including 0 - 250,000 400.: 700 250,000 500,000 500,000 1.000,000 1,10 1.000,000 2,000.000 1,600 2,000,000 4,000,000 2,50 .- 4,000,000 10,000,000 3,300 10,000,000 --------------- 3,300 plus 200 Per Each Additional- 1,000,000 Contract Amount or Part T;_._.. _ Over 10,000,000 54 • • • January 31, 2013 • REVISION OF SECTION 108 SUBLETTING OF CONTRACT Section 108 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 108.01 and replace with the following: 108.01 Subletting of Contract. The Contractor shall not sublet, sell, transfer, assign, or dispose of the Contract or Contracts, or any portion thereof without written permission of the Engineer. Prior to beginning any work by subcontractor, the Contractor shall request permission from the Engineer by submitting a completed Sublet Permit Application, CDOT Form No. 205. The subcontract work shall not begin until the Contractor has received the Engineer's written permission. The Contractor shall make all project related written subcontracts, agreements, and purchase orders available to the Engineer for viewing, upon request and at a location convenient to the Engineer. The Contractor will be permitted to sublet a portion of the Contract, however, the Contractor's organization shall perform work amounting to 30 percent or more of the total original contract amount. Any items designated in the contract as "specialty items" may be performed by subcontract. The cost of "specialty items' so performed by subcontract may be deducted from the total original contract amount before computing the amount of work required to be performed by the Contractor's own organization. The original contract amount includes the cost of material and manufactured products which are to be purchased or produced by the Contractor and the actual agreement amounts between the Contractor and a subcontractor. Proportional value of a subcontracted partial contract item will be verified by the • Engineer. When a firm both sells material to a prime contractor and performs the work of incorporating the materials into the project, these two phases shall be considered in combination and as constituting a single subcontract. is The calculation of the percentage of subcontracted work shall be based on subcontract unit prices. Subcontracts or transfer of Contract shall not release the Contractor of liability under the Contract and Bond. 55 October 31, 2013 REVISION OF SECTION 108 • PAYMENT SCHEDULE (SINGLE CONSTRUCTION YEAR) Section 108 of the Standard Specifications is hereby revised for this project as follows Delete subsection 108.04, and replace with the following 108.04 Payment Schedule. The Contractor shall prepare a payment schedule which shall show the dollar amount of work the Contractor expects to complete by the end of each State Fiscal Year (July 1 to June 30). The schedule shall cover the period from the commencement of work to the expected completion date as shown on the Contractor's progress schedule. The payment schedule may be prepared using standard spreadsheet software such as MS Excel and submitted in electronic format. The Contractor shall submit the payment schedule at the preconstruction conference. The payment schedule shall show the total dollar amount of work expected to be completed by the end of each State Fiscal Year. The amounts shown shall include planned force account work and expected incentive payments. If the Contractor fails to submit the payment schedule by the required date, the Engineer will withhold further progress payments until such time as the Contractor has submitted it. • • Gi. January 31, 2013 • REVISION OF SECTION 208 EROSION LOG • Section 208 of the Standard Specifications is hereby revised for this project as follows: In subsection 208.02, delete (h) and replace with the following: (h) Erosion log. Shall be one of the following types unless otherwise shown on the plans: (1) Erosion Log (Type 1) shall be curled aspen wood excelsior with a consistent width of fibers evenly distributed throughout the log. The casing shall be seamless, photo -degradable tube netting and shall have minimum dimensions as shown in Table 208-1, based on the diameter of the log called for on the plans. The curled aspen wood excelsior shall be fungus free, resin free, and free of growth or germination inhibiting substances. (2) Erosion Log (Type 2) shall consist of a blend of 3040 percent weed free compost and 60-70 percent wood chips. The compost/wood blend material shall pass a 50 mm (2 inch) sieve with a minimum of 70 percent retained on the 9.5 mm (318 inch) sieve and comply to subsection 212.02 for the remaining compost physical properties. The compost/wood chip blend may be pneumatically shot into a geotextile cylindrical bag or be pre -manufactured. The geotextile bag shall consist of material with openings of 3/8 inches of HOPE mesh, and contain the compost/wood chip material while not limiting water infiltration. Erosion log (Type 1 and Type 2) shall have minimum dimensions as shown in Table 208-1, based on the diameter of the log. Table 208-1 �:161MIZU 11111117J4ZM 14:6'Ill[Z019P7:1SOZCI.� Stakes to secure erosion logs shall consist of pinewood or hardwood. Subsection 208.11 shall include the following: All BMPs measured by the linear foot shall be determined along the centerline of the BMP. Measured length will not include required overlap. 57 July 19, 2012 REVISION OF SECTION 250 • ENVIRONMENTAL, HEALTH AND SAFETY MANAGEMENT Section 250 of the Standard Specifications is hereby revised for this project as follows: In subsection 250.03, delete the second and third paragraphs and replace with the following: This project may be in the vicinity of property associated with petroleum products, heavy metal based paint, landfill, buried foundations, abandoned utility lines, industrial area or other sites which can yield hazardous substances or produce dangerous gases. These hazardous substances or gases can migrate within or into the construction area and could create hazardous conditions. The Contractor shall use appropriate methods to reduce and control known landfill, industrial gases, and visible emissions from asbestos encounters and hazardous substances which exist or migrate into the construction area. The Contractor shall follow COOT's Asbestos -Contaminated Soil Management Standard Operating Procedure, dated August 22, 2011 for proper handling of asbestos -contaminated soil, and follow all applicable Solid and Hazardous Waste Regulations for proper handling of soils encountered that contain any other substance mentioned above. Encountering suspected contaminated material, including groundwater, old foundations, building materials, demolition debris, or utility lines that may contain asbestos or be contaminated by asbestos, is possible at some point during the construction of this project. When suspected contaminated material, including groundwater, is encountered or brought to the surface, the procedures under subsection 250.03(d) shall be followed. In subsection 250.07 delete, (d) and replace with the following: (d) CDOT's Asbestos -Contaminated Soil Management Standard Operating Procedure, dated August 22, 2011. Asbestos contaminated soil shall be managed in accordance with 6 CCR 1007-2, Section 5, Asbestos Waste Management Regulations. Regulations apply only upon discovery of asbestos materials during excavation and soil disturbing activities on construction projects, or when asbestos encounters are expected during • construction. The contractor shall comply with procedures detailed in the CDPHE's Asbestos -Contaminated Soil Guidance Document and CDOTs approved Asbestos -Contaminated Soil Management Standard Operating Procedure, dated August 22, 2011, including the following minimum requirements: (1) Immediate actions and implementation of interim controls to prevent visible emissions, exposure, and asbestos contamination in surrounding areas. (2) Soil Characterization. (3) Training required for all personnel involved in excavation and other soil disturbing activities, once asbestos is encountered during construction or on projects where asbestos encounters are expected. Training must be given by a Certified Asbestos Inspector or Certified Asbestos Abatement Designer with a minimum of six months experience inspecting asbestos contaminated soil. (4) Assessment for the presence and extent, within the proposed area of disturbance, of asbestos discoveries, whether expected or unexpected, by a Certified Asbestos Inspector. (5) Investigation and sampling required for risk assessment and management. Investigation, if required, shall be conducted by a Certified Asbestos Inspector. (6) Risk assessment and determinations for further management or abatement. (i) Risk assessment and determinations must be made by a Certified Asbestos Inspector, and coordinated with the Engineer. (ii) Soil remediation is not necessarily required, depending on the circumstances. (7) Submit 24-hour Notification of Unplanned Asbestos Discovery. (8) Submit 10-day Notification of Planned Asbestos Management. • 58 • REVISION OF SECTION 630 RETROREFLECTIVE SIGN SHEETING 11 May 6, 2014 Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.02, delete the sixth and seventh paragraphs, including Table 630-1, and replace them with the following: Retroreflective sheeting for all signs requiring an orange background shall be Type VI or Type Fluorescent. Retroreflective sheeting for all signs requiring a yellow background shall be Type Fluorescent. Table 630-1 RETROREFLECTVE SHEETING TYPES Type VI Sheeting;Wo,rk V Roll-u sl n material) Type Fluoroeeent� A lication ne Wark Zonc Work Zone Orange Construction Signs that are used only during X4 X daytime hours for short tenn at mobile rations Vertical Panels Drums' ins with prefix WSpecial Warning SignsSTOP sign(RI-1) _ I YIELD sign (RI-2) WRONG WAY sign (R5-1 a) X DO NOT ENTER sign (R5-1) '.: EXIT sin E5-1a DETOUR sign (104-9) or X M4-10 All other signs used only X X during workin hours ad ors gn . lonly during daytime hours for'. short tomx'3d.rv-_ ,. - o eratl 1 Fluorescent Sheeting shall be of a brand that is on the CDOT Approved Products List, 2 Drum Sheeting shall be manufactured for flexible devices. 3 Fixed support signs are defined as all signs that must remain in use outside of working hours. They shall be mounted in accordance with Standard Plan S-630-1. 4 IRS 24 only. 5 White only. 59 January 31, 2013 REVISION OF SECTION 630 . SIGNS AND BARRICADES Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.02, delete the second paragraph, and replace with the following: Temporary sign support assembly shall be timber, perforated square metal tubing inserted into a larger base post or slip base or perforated metal U-channel with a slip base. The temporary sign support assembly shall conform to NCHRP and AASHTO requirements regarding temporary sign supports during construction. Subsection 630.02 shall include the following: If a timber post is selected, it shall conform to the requirements of subsection 614.02. 0 • m City Of ort �,.F,,�Collins Purchasing ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 8016: SH392 & 1-25 Community ID Signs OPENING DATE: 3:00 PM (Our Clock) October 24, 2014 Financial Services Purchasing Division 215 N. Mason St. 2n° Floor PO Box 580 Fart Collins, CO 80522 970.221.667776 970.221 6707 icgovcoMpurchasing To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 —As Built Irrigation Plans from original interchange project. Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. • • SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ad.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 7 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the • above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the • February 3, 2011 . REVISION OF SECTION 712 WATER FOR MIXING OR CURING CONCRETE • • Section 712 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 712.01 and replace it with the following: 712.01 Water. Water used in mixing or curing concrete shall be reasonably clean and free of oil, salt, acid, alkali, sugar, vegetation, or other substance injurious to the finished product. Concrete mixing water shall meet the requirements of ASTM C1602. The Contractor shall perform and submit tests to the Engineer at the frequencies listed in ASTM C1602. Potable water maybe used without testing. Where the source of water is relatively shallow, the intake shall be so enclosed as to exclude silt, mud, grass, and other foreign materials. 61 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION I Region 4 Trel6c Session �I 1420 2W Sheet Greeley, CO 80637 (970) 350-2111 FAX (970) 350-2207 September 29, 2014 ATTN: Dean Klinger/Dennis Wagner City of Fort Collins/Town of Windsor 281 N. College Ave/302 Walnut St Ft Collins/Windsor, CO 80523180550 RE: EXTENSION OF PERMIT NO.4140426-S, LOCATED ON SH 392 Facility: Entryway Signage and Landscaping Location: Median signs to be placed on the SH 392 structure over 1-25. State Highway 392A This Permit is extended. The new expiration date will be July 1, 2015. Work shall be allowed based on weather conditions and when CDOT field authorizes work schedule. All provisions of the permit are still in effect. A copy of this letter must be attached to the permit and be readily available at the job site while performing the work. If you have any questions, please contact me at . Sincerely, II II ( n t'TIiLIL' I �- CC: R4 Mace. Patrol 17- Wes Mansfield Permit File 4140426 • 0 COLDRADO DEPARTMENT OF TRAN$PORTAMON SPECIAL USE PERMIT TYPE: Entryway Signage, & Landscapl PERMtyTEE Name C' of Fort Collins/Town of W DEPARTMENT Ugh ONLYindsor Dam Issued W4/2014 Dean Kli er(Dennls Wagner P-mitft 4140426S Mik Addlpv: Z61 N. Collee Avef302 Watnut St S.FLa 392A 100.00 Ft CD01n1tlWindsor, P 80523/6065 Nion 04 Session 1 11e1sphedue(970) 221-6605 Palms 17. Wes Manageld NOTICE 10 PF.RNItylic: Far adergro..a costal, kasha Imereaulam, mmvn the Utility romineclloo Cenmr of Comndo(Voices Pursuantm9-1.5-IDS C.R.S. you shall not make or begin asranDn without first ne86dng Ne UNCC and If mnssa0, then notifying'be lit, Iwo numbers havivg unJtgronntl fvllIslas in the arts or Inch mnvotlm. NallOnllmi shall Am begben 1. CDO7'reglumn the permnling Willes. the a1 athomhe directed by his Permit', Special preridom. A'otia oflM1emmmennment, <sgenl and duration arRe nnndm wurktM1all hegiven aI least Iwo business days therein, cat Including the any Prior .factual ooil . The VNCC may be called At 1-gM-932-1937. Coo I - maybe soled at (970) IS"11I. PURPOSE Whowlatton ❑Alijuslment ❑Removal ❑Mnimmnmceofa4ling Foclllty ' FACILITY (Type, at., aim ofl. miEtmL design ptcrosum oratc. ) ERttVw v Sipeaae and Landsollsolsto DESCRIPTION OF WORK Igstalli of mqdjen elan$ NATURE OF INSTALLATION WLongimdinal(Parn11.0 ❑'rmmearco(Cmning) ❑ Boded ElAcriu /Ground -mounted ElAtmoh. To Fkvy. Ste No. LOCATION: Median along to be placed on the SH 392 $tmctur war I TR Consly:-Lartmer _ cltyffawn:FoftCoglnsMindsor -Project info: life ADDITIONAL REMARKS Any work shall ugly be in m eordsnee wins the mppmved plans and special provisions an set forth in [his permit tact ih.tlacharmob. The COOT inspector is 17-Mieuel Tovar 'I'dephonc: 19701590,7126 W.,kistobommplcmdonorbcfam: DeC1.2014 mmilhin _doys,(ss.,Tieble) Work time resedniom:.9.00 gim to 3.00 D m Dcsign.lad minimum row, Is 4 feet Designated ovmhsd ckamns is 24 feel (ALSOSEEATTACIICD STANDAROPROVISIONS, AND ADDITIONALSPECFAL PROYISIONgs (TRAFFIC CONTR01. MUSI'WNPORM TOTNE MUMD) Other. 48 hour notiReafon to COOT InSplIctor reoubed ParmVlee it prohibited from cammendag any work whim highway ROW prior to Issuance arm fully customs and vatidoW permit. Permll, Plain eabihlL itnufnns ee lificole(a), sad Imme eanvol plav moat be rvailebk on site during work. Nigh,,bildlily YeO. are required at all times during working hours. I. Your rsqun' Is use and/air meupy Noe highway tI'nem rights of way .s described ebare h ;rented subject la the Imps and counting, or this pound, includlnk the Standard and Special Provisions as shown on the permit nd all mmehmmu hereto. 2 To the mmul authorized hV law. Permlllee hereby nocumea retractions! % to Mentally, defend, rel¢L and uve OeSmeer Colannenarmlenhem d agalmt ens Ise andler mmngn m tM1c prapnryof Ins gum ar Caton0. third Partin or the Perm list's facilities, and all last eamar damage 0e account orinjury to or death army person whomotver, vhing se any alms, used by or ;wain; -at Orin' oecapnlldR of Colorado Senn Hirnwey flick to, by hrmince'a ONlltice ur our pare Ihoeoh Including Lul doe limited to nomination, adjustment. relandon, maintenance or damaged, or removal or cabling facinges, unless rash Ins mama, duugd visa. from the cab togs ems or wlllful conduct of the State ofCmmUd. aria eaad.. a e...no. J. Failure by the Per eltwe Is comply with say argon Included I.rrm m ..Wilgus cap, cooled this permit le rmpemlen or e.nalat ime, M the dhcred. of the Deformation nfrn mporalo s. 4. THIS PERMIT IS NOT VALID UNTIL FULLY ENDORSED BY ALL PARTIES, WITH DATE OF ISSUE AFFIXED BY AN AUTHORIZED REPRESENTATIVE OF'I'lit DEPARTMENT. A FULLY EXECUTED COPY OF THIS PP.RMITh1UST BE ON FILE: AT THE TRANSPORTATION ]REGION OFFICE. 5. In ResultingIhis permit The undersigned, returning, the resonance, mrleec that he a,,he no, the imfluriry Cosign Me ad hind the Passage., gadoul be On, she hat red, undentaaAt end aemtHN llu included se4eoaa Attested Data I Si ate rile' " - ..._.. - - ..................... + --- -- ----- ._ .... ...... 9 :3-1y... TI Print Name: IPrint Names: 4 [ COLORA00 DEPARTMENT OF TRANSPORTATION l SY Difig Chief Engineer 1 Re tonal Transportation Director or Doug noel DlMdXAImYRegion Ffo(Ov dal) Lead • g Mica eep Paemldeunl Inspgger 17- MlpSuuopl vTlover CDOT Fom%O1NBMiraPalrolSopwP-Vies Manelleld preNaue wrslona en obaalaa end shdultl not Muteri. CDOT UTILITY/RELOCATION/SPECIAL USE PERMIT STANDARD PROVISIONS The following Standard Provisions are terms and conditions of this permit: Effective March 1, 2006 Utility wok autlwnud underthis pmak shall comply with the ex flo meuts of The Stale Highway Utility Amommi dellon Coda, and applicable fderd, slate, local, and industry codes and regulmims. Conatmmion of.., potion myth, highway facility, including The pmemene structure, mbm,fce support, dreianae, lanthcaping elements and all appumnnnl team, shall comply withthe powilimm of the COOT Sulndanl Specifications for Road and Bridge Computation, and with the Colorado Standard Plaro (M & S Smudmdly lift raawnlim, Completed Opmminns covtragcshall be • provided far a minimum period of. yam fllowin, fiml meeplanm of,.&, Ifany aggregate limit ismdmed balm 1,000,000 because lifeldms made orpaid, the Permid., or as applicable -their Comw m, ahall immediately .lure. addiumul immucnm,o an. me Poll aggregate limit and bullish Ire CDOT a ecltificate r other document setinfacwsy to COOT showing comphanne with Ihie provision. 3) Automobile Liability In. controls any arm fincluding wand, hired and nooawned cute) with a minimum limit as followa: SI,000,000 each accident combined single limit. 1. COMMENCEMENT AND COMPLETION 4) Pm any: *) engineering doing, b)cmandin iron impcelion; ar, c) ..Me control plate approved by a Traffic Co..] Supervimq Wok a a highway Right of Way(ROW) shall not commence prior to isauanu dons in association with the opemtiom or antallatiom amhoriud ofa fall, endorsed ad validated parmie by Ihie .it, Polecat ... I Liability Insurance with minimum limits efliability*fact Icsa than SLM,000 Each Claim and Permitter shell mrify the COOT inapeawr: SL003,000 Anneal Aggregate. Ifthe policy is wriften on a a. At least 2 wod,mg days Ili., to commemingwork,car morning Claims Made form, the Periodic, or, no applicable —their ,nti0ns which hove bemauspended for five or mare wem.ulNe Comuleam mCootractor, a hall mnaw ead,mintain Ponfuldiftal working days Liability Insurance Am a minimum of coo year following final b. Whenm,cruhng opemliane for 5 or more working day. accepmn¢of the work, or provide a pmjat specific Policy will c. Upon mmpllned ofwak. a two year extended mounting provision. Walk shall rat proceed beymW a completion time specified m the Sp.ial Provisions without written nnnovd ofthe Department. 2. PLANS PLAN REVISIONS, ALTERED WORK Plmaorworkaknwh(P HIBITA)a,ambjecew COOTa,.I.Aropyof the approved plans or sketch moat k available on aft, during work. Plan neviniftew Or altered work diffming in league ra Iowa from flame authorized udeelhbperand, arc subjecaad COOT prim approval. Pennine, shall promptly nmifydre CDOT inspector ofcbangcd artnf seen canonical. which may roan im Ou'ob. 3. INSURANCE Insmanrc Requiumceft for Utility and SpeciabUse Pmnim (Reviled 7A5 Per Stale Requirements) A. The Parmelee shell him, and maintain at all time during the per m' ..!work authorized by thin Permi1 ieuremein the following kinds and omoanl. The Pemdme shall regain any Contractor walking for them within the Sore Highway Right of Wry. union like coverage The Permit. shell also require any Contractor ar Caall ulmnl Perfomdng wok desmibed in mb- pangnph 4) below, ro obtlin Profraeional Liability Insurance. I) Wokern'COmpennlion lnsuranceurequired by Smm ammo and Employer's Liability Intimate mvedng ell ..,toy. acme, within the c... eand scope ofill... employment ad woken the acli ot, aathonud by thia Permit. 2) Commercial General Liability lnmomce wdnm on lso oceumeee form CG W 01 IM3 or egldvaleal, covering premims open,ion., fire damage, independent Con ullants, pmduem rod eomplatedaperdlian4 bloke, camm caul liability, personal injury, end lihnir ling liability with minimum limits a. follows: 5) Plillmam Legal Liability Insurance with minimum limim of liability of $1,000,00o Each Claim and $1,000,000 Annual Aggregate. CDOTalwll be named as m additional insured to the Pollulion Legal Utu litypolicy. IOhe Policy le o compmms of the Pmfauimd Liability Policy, the Additional Wired oc uirmam is waived, ad The Poll, ehali be wrnen on Claims Mae form, will an eg,ended remain, Pend ofa, lead ram year following fi col acceptmce of the work. 6) Umhmlla m ES,nd Liability brmeanee with minimum limi. of S1,000.000. Thu Policy 6.11 become primary(dealt down) in the event the primary Liability Policy limits arc impaired per exMwted. The Policy ahall be wdam m anO edeeme form and a1w] be following torn oflhe primary. The fallowing form Gcem Liability shall include COOT ns an addiuoml insured. B. COOT shall be named m adk,ioml insured an the Ca.miol Genwl Liability and Awmarbile Liability Insurance policies. Completedoperation. additional imored central, dull be on caddraementa CG 201011185, CO 2037, m eeryivalenl. Coverage required by 'be Permit will he primary aver any insnran.or If - mineable program carried by the Slate ofColomdo. C. The Insurance shall include Provisions preventing canceilalion or real whole, a, 1.130 day. prior police to COOT by certified mail. D. The Pernimc,or. as applicable— their Contractor or Conmllmt, will mmore all iewance policies in any way rtleeed to Me Permit and secured and mainimind by the permidee, C*nuocimor ComWWL to include damma stall, that each currier will waive all right of memory, under mbmgalion or otherwise, against CDOT, ill egelow, imriwlimes, o palu0ons, cf .em, asanm, employ.¢ and vohmeeen. 0 E. All pofeioivulapid, the a... mwcraa regrind hereader '.. a. S1,000,000emhmear ce; dull becaund by lnammnce..par. mtisfem,, to COOT. b. S2,000.000 general aggregate; F The Perminee, or asapplicable - their Cmmemr m Co..Itar, c. S2,000,000 preducat and completed operations enim,de shall recoil.cenificat. showing imunme ration, required by end this Perot to COOT poor to commencing work. No later dun 15 days prior m the e,imt ion date of any nth mvtrzge, the d. S50.000 any on, fire Pemime, Conhamar or Conmhant, And deliver COOT ceNfeaft. C. Per myµmmmem Prrmia.-awmed insulladow, located ofinsuneceavidencingmeewalstheneof. Atanydi eduringthe, term ofilincomneLCDOTmayrequent Tnweltal end the within Me Stew Highway Right of Way, highway regain, or oz o6 CDOT Pefmit Fools 333, 1283, 1284 Standard Terms Page 1 of 5 j! CDOT UTILITY/RELOCATION/SPECIAL USE PERMIT STANDARD PROVISIONS • Permiaee, Contranoror Consultor. shall thmsupon within 10 days supply to CDOT, widenw mfi sDcmry to CLOT of wmpliance with the provides ofthis section. G. Notwidutandingsubseesian A oflM1is section, ifthe Permittee isa "public entity"within to meaning ofthe Colorado uy,wo mmml lmmunily Act CRS 24-10-101, et ,R, in ameMed ("Act'), the Peonilke shall et III times during the term of tie pmmiV maintain only such liability insurance, by commercial policy or velf- w u is newssary tomcat im liebilifitt radar the ACT. Upon mquest by CDOT, the Penalties shall show pmofofsuch mmnne, satisfactory to COOT. Public enfiry Pamtinen are nor required to name CLOT as en Additional insured. H. Hthe Perminee engorges a Carerenaandor Conmlmnr to era Independently form the Peamitfte we the pmninct, work, that CrntruTor ender Counting hall be enquired to pmvidcm endorsement wound CDOTu an Adional ImureJ on their Comtmrc cied Geml Liability, Auto Liability, Pollution Legal Liability and Umbrella or Fxttu Liability policies, 4. WORK WHERE DEPARTMENT LACKS AUTHORITY Utility work within municipal boundaries (punuasi to 43-2.135 CRS), on ..in public lands, soon private property, may squire separate aprovd of the epunni jurisdictional agency of pmprry owner. S. INSTALLATIONSON FREEWAYS vehicles trough the work zone. and shall connector tint requirements ofthe Amdeans with Disabilities Ad. The TCP and MHT's shall conmin vuDitsin dmsil to demonotrete eonf icy wit all ii'licablia rcquiremmm. The Pmninee shall have a competent person at the work aim at all timesin responsible ehargeafhmpmry haRre wndoL In sitnatlona where the TCP goes beyond any Typical ANdic.ded shown in the MUTCD, or prticulady dangemua retlwrym buQic condisim a exist. the Dclarmscnt my rtquirc the Permince to have a Tragic Control Supervisor VITS)devcbp or approve the TCP or to have a TCS w-site during work. The TCS shall W cenilied u e wodmift trsMc supervisor by either the American Traffic Safety Serviws Association (ATSSA) ate Colorado ConTacmn Association (CCA), and shall haute current MOT Dagger' certification wd. Th<TCS shell beruponsiblc Por the planning, "nousion, coardin Lion, implementation, and inspection of the Ti d. The Pcrmitfteabll notsten ihepermined waft before the D"Amem accepts the TCP. e. The Depamrent MY mew and Oder changes to the TCP and MHT'e dunng prfarmene< ofee work, u acquired. C The Pannone shall wmply with the TCP or all tines during pdormace of the work. g. The Pemrinee shall k,ep a copy ofine TCP aubc work vita at all CDOT may lock utility accommodations on twwl. including but art times during penomwae info, work for inspectios handrail in the loom, System, only in accordance with Utility Accommodation Cade provisimz. Special cue sa eptiou Vineland therein b. TM TCP shallenaure tortduurc of intemecfin hens, rood Ea rmybepamittedanlyin.M..wwilh FHWA-appmvd DeFartmenel opproa<hes end mho sans pomb is minimizd. outnewily policy. Inveled highways, the Departure., will not pmmitopvatiou and fart with buff. during periods ofpsk tmRc Dow. • 6. JOINT USE ALTERNATIVES 1. When Pendlme rpntione <oincidewith highway wutructian ar Aa directed arapprovd by COOT, ifveauery for the safe end cRaientuse of aeinteaanee operations, the Postal shall develop and implement the ROW, Perminee shell sirloin joint we facilirier such as the placemrnlvl' the TCP in moperadon and coordination with the highway agency Win a mare sepamk lines in a written trench, or imichrand to the um, aniu cammetms and u olberwiae directed by the Mpanment ombd support, iris pound1. will be rtsponsible for proper ocirdardor mine pmrm with other effected mJhics. T. ATTACHMENT TO HIGHWAY STRUCTURES Permutes is rnaponsi ble for designing income attaehmenrs, subject Ir the approval of the COOT SmffBrulp Danger Engineer. IL DRAINAGEWAYS AND WATERCOURSES The Dow ofwohrshelloat everbeicnn in carintews shall or e, rouinga canals or ditch orer-otryingswewmsshallbe ouboredhe jvdredbrnnth.Irsigetion ditch orwrel crossings require approval ofthe ditch wmpuyorolhao nor. ee shell repair damage to any dainage facilitymthe uriafution othee owner. 9. TRAFFIC CONTROL PLAN a. Prior to commawingwork. the Perrinx shall drenbp and submit to the Deformed for accepmrrem, n Truly. Control Plu CTCP) far any aewmmodatlon work got will effect trofc nwvemen or aafery. The Ferrante shall implem at the TCP ad utilize treRm consul devices as neceasmy to a.. the fate and eapditious movemrnt ofnaffc armed and trough The wark sift. b. The Parroum shall develop the TCP, and Msihoda of Handling Traffic (MHT-a) included Therein, in canfvmmntt wit the Manual on Uniform Traffic Control Devices (MUTCD), The Colorao Supplement Ceres, adopted by the Commiuion pumvmt to occu inns 42-0-W4 and 42+105 CRS, the Rpamnunt's standard specifctiions for tempnry beams control end the Depentmrnfs • smndard plans for signing- Standard flans S 630-1 and S 630-2. The TCP shall I.].& provisions for the passage inform nosy j. All Raggcre shell haves curter, CDOT Dagger caeificmon cud and shot] be cable afwmmunictits, with the traveling public and etas at the work site. 10. NCHRP350CRASHWO1TT1INESS REQUIREMENTS FOR WORK TONE TRAFFIC CONTROL DEVICES Work nine devim designated by FHWA u: Category I, including but not limited to singlnpi edorms,noes, cones and dehoearou; Category II, including but not IimiTd to barricades, vertical panels with light, dorms or ones with light, portable our supports, product dnectms and Typ Ill barricades; or as Camgary 111, including but not Nodded to concrete bemm, firm sign supports, crush coluceft, and other work zone devices numeral The definitions of Category [ or 11; shell meet NCHgP 350 crash test reprimands, The Perminee, or their caa.. shell aWri. ad Warne available imn request, to nunufrc..'a wdtmn NCHRP 350 emifmauan, W- as apliouble, to FHWA Accep tim Loner, for each type ofdevice. FHWA Acceptance Levers for Category II or Category HI Work Zone Dcvieee mrybe reented trough the FHWA wenote at hall florletv two dot vo / •d / •d M15 r�N wgsu-M�. 11. WORKERSAFETYAPIDHKALTH All workers wirbia the Sim Highway oghcofwW shall wmply with teiremployer'a saucy and huhh pnlicies/praadurci ad all applicable gula Omupational Safety act Health to the applicable (OSHA) mgulariom-n1910ng,bra atilimitefethe applicable Scanlan s and CTR 29 CPut or 1 26 -S efiarrel gaiety and Health Standards and 39 CFR Pm 1926-Seferyad Health Regulations for C..]prouon. pawnerprotectiveequipment (PPE)(ag.head ng n, footwear, high visibility apparel, g iparel, sefelvaxwrong s, having pmhnion, 02/06 CDOT Perrnit FornTs 333, 1283, 1284 Standard Term. Page 2 of 5 CDOT UTILITY/RELOCATION/SPECIAL USE PERMIT STANDARD PROVISIONS respintom, glows, so.) shall bc wom as appropriate fro the work r. Thmrt blakeam captured on all verbal and handsome) Wand, in bring PeRonrcQaudastrMcifiedinreguk4on. Abminhnurni preremepiper. worker in the SH ROW, except when Can their vehicle., shall wear the following Camara] Corona" equipment: f Metro shall act be placed on highway ROW except within cartoon, fare whose municipal segulalios allow such me. 1) Heed promotion that complier with the ANSI Z89.1nandand; 2) At all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE miummene forfamprotectimper29CF11 1910A36,192695,and 1926.96. Iftequired, such frotwe it shall meet me requiremems FANSI Z41; 3) High visibility appeal, which shill, at a minimum comply with the Class 2 epecifrmore afthe ANSVISEA 107statdeal. Claim 3 apparel shall be mm n oed far uu to night or in pn eitholy sentiment sardines 4) The ..at recent version fthe ANSI standards listed above shot[oppty. 12. ADA REQUIREMENTS The Pemdoe shall comply with she applicable provisions GOW Americana With Diabilides Act, with respect or both pcmenent facilities ha alloions and temporary work net. 13. CLEAR ROADSIDE CONSIDERATIONS a. COOT is ammined to provide a roaddde area do, is as Sawa macdml Rem noove.cable hoards and fixed ob,.0 ("clear cat New drove amend i nothiinas any be permitted within the clear sate only upon o showing that no feasible dtemnrc loaders exist. Permitter moat oil lim appropriate cowkarram urea m minimia Wastes. E Poriltm shall remove materials and equipment from the highway ROW aOhe clam ofilmly opemaons. Tne oDie comenu fen must include princedom.... where materials and eq.i,.en, any the amred an ROW. Protection ofopen trencher most other excavations within highway ROW shall W Cultivated in the Patinae, haR conolplan. All owmationeshith baclaeednthe endofdaily operadera, atd no cam ..at,.. will W allowed in the clear none or caressive arsi The Peas acceptable ctablet oo Department uponmiti8a6ng native t Me in amu ,ion p r the Depanmcnt upon notification Co COOT them the installation hi ,ion permitted herein has remhed in a hmadom anmaon far Mgnway,w.. 14. GENERAL CONSTRUCTION REQUDIEINENTS a. Woaksha)lnotbepedbrmedatnwhioron Snmdays,Sundoys,or holidays wlthmd prior euthaiation or wku otherwise specified in this permit. COOT may reaMet work on ROW during adverse swank, contain. ar dodo, demands fbigh tmRc volume. b. Those arena within ROW, which noun In disNrbed by permit apemdom.andl be kept to .practical minirmsm.Pennine, bell cad spreY, can, or trim Irma car ether Isrdacaping element within highway ROW, unless arch wank k othewia specified in Ibis permit or clearly indicated on the approved plans. Cleated m lacked equipment shall nolwork on o.mve over paved surfstt, with. now, or peels on books. c. Material removM Sam my Iranian of the roadway prism mot be replaced in like kind with wool or hater compaction so m e am oftmtedel is nut permitted. The pemdod facility shall be of durable materials in confomdry with accepted practice or industry sandand , designed fro beg a.,. life, and relatively fine from routine mrvicin, or maintenance. d. Construction mcwnpecHonby means ofjotsin, puddling. or water Reading is Irrobibited within ell highway ROW. 15. ALIGNMENT, COVER, CLRARANCE e. tncvtion ardalignmcnmfPermiMc'a 4cilitia shell only be se epeeifed this permit era orhewiu indiakd in the approved plans orwmk sketch (E%HIBIT A). b. Penikl ireallaionawill not be ,.emoted wihin roedweYe wrominge limestones, subject tonations] ator s]CoVition, ceps within arpomte boddarier, eubjea to mwicryol.gulationx c Parallel tessellations should be located., near Coe prteticable to the ROW line. CroatinCs shall be as nearly perpendicular an the highway as f..date. d. Where on feasible alternate Incomes is,. the Depanment may Cannot parallel installations along madside teem within 15 feet from edge of staulden or back of arb. In thaw cases, the facility men be to kated and ar guarded as m avoid potential confim was necessary highway..... cex(sign, good it, delineate., cee), Specific afegmde such as increasing depth cleaver m 60 inches, capping, of encomment, shall be specified in axis permit's Special Provision,. e. Paralld maall.tiomshall follow a uniform alignmrnt,whatever ptuticA. Due co ctidemlion most be two to canurvic, wrace nilable far Pomrc utility ¢commodeNaas. The stmdard allowable deviation from the approved Mdmntd alignment is a 18 inches. I. Minimum cover shall Conform to the Special Provision,. Nmmal Conceded a. will be 48 itches or getter, reduced env. may W approved wheat site ..Mae. watmnq solace, to other safeguardbe as may be specified Car approved an the permit Minimum overhead Oleirame.trait confirm to the Special Provisions, consistent with Utility Aecomtnodotion Cade criteria. 16. PAVEMENT CUTS AND REPAIRS Pond Ceram. alall not M cut arks. fiber saw specified in this pemsit. No ore than one stuff the width fthe roadbed may be opened cat at time, when chemise manamed. Pavement shall W rowed or w1a i-con m is not line. pavement shall be replaced m a design refuel to or greater than that ofthe tmunding undisturbed pavement itmcmre. Pavement .,.it shall conform to the Special Providom or the approval plans. 10. BORIN"ACKING, ENCASEMENT Unless whewiu epee fed, barred crossing. shall be bored arjacked beneath the roadway, in least form me ofslope no Coe ofoppavite shape. Panatela far marenehed crossings iron, than 5 Sect in depth shill be bulk handed in consumerism with OSHA construction and safety atamfrrH. Ponel limits of mormathed emssin,s Ihall be established safely beyond the highway outlines anal clear one road in no eau shell the lateral disarm from the surfaced Crew of Me highway to the bodps, or iuking nit be less than the vertical difference in modeling is cam permitted. Water anotted boring may be mrmitted as determined by the CDOT Inspector. Banding hole small W ovr.iud to the r comned to allow pull -through oflho cooduil bring instilled. Rcsullnm voids shall be grouted or dhewim baekfilled, subjee, en COOT approval. Ends ofbored sections shell not W covered bcf being inspected. Encenemat shall be consistent with Utility Accommodetio Cade provisions. CDOT may mature protective cuing fro shallow instalimons or .man onduilmnterids Emeaedcrauinge shell edema at leer Prom me ofslopem toe ofair,. m she Poll width between necoscontrol linen oa fesso,a, including the le. System 02106 CDOT Permit Farms 333, 1283, 1284 Standard Teens Page 3 of 5 • 0 • • 0 CDOT UTILITY/RELOCATION/SPECIAL USE PERMIT STANDARD PROVISIONS IS. INSPECTION AND ACCEPTANCE a. CIRIT WIst detmn.PMeosensofattend Deal imceannsmmry fen agivenhamlhtie pemsperfshalletlendmin iadwasinnes may un required. IfMe,eclat performance o Delusional, woek sues unacceptable, ssdetermined r i p Depanmml,at peminmshall by them any Department, in athrnar l improver not and prior has work rt ordered by the Deon. Upe in tt rd*pe mannerm n prior g any further conslraminn. Ifpemimdommlionsorc rim Ming carried out in Department with ay as same and cmdito In d Chia permit, the Otmnmem womema the'... ntopede then r aamctivc mry ro art to Me public's wine the petmic If there mossamh m immediate danger or Me Me Pyr, s health, meaty m welfare, a Depamemmay order remove PemiOntotend all fromoperationsSend ifnecessery, to remove all equipment and facilities from the SHROW. b. Final acceptance don met relieve Pennivee of nmimearri obligations toward tbme elements areas highway, facility cmatructed under ells permit Ford acceptance begins the town -year warranty period(see matchmaker under "Operation and Malntensaw, below). 19. ENVIRONMENTAL CLEARANCESIPERMITS It u the responsibility of the Famous to determine which environmental clearances "or regulations apply to their activities and ro obtain any clommes that are enquired directly from the appropriateregulaloggmcypdorwca mingwmk. Plead refer Ira or regmn a copy fdon TROT Eta ronmenml Clearance holoor moon Su rmay" (ECIS) to, dermilf The ECIS may be obtained fmm COOT hanining Offices or may be mc.aed via the CDOT webpage, if M1lmJhvww tle»era eau �roJ'IMPmg m sefm. Faiwrew comply with, regulamy oqu mossi s may melt in smpmmers or melon of your COOT lacoul, or enf emeat mdran by abler agencies. b. The Sped provisions ofthis pamal"Iall list any specific environmental cknnncn or permits that the Deformation he been nadfied by the Formation or by the taxonlateong regulatory agency apply to the operations anlhoimed by this perms. The Special Provisions shall require the Pemix, obtain the limed maniom¢nml etmmnna/pemin poor to beginning work. e. The Firestone shall comply with all regsmanowb described in the COOT Environmental Clearances Information Summary, Including those FMeining to: 1) Ecological Resourea 2) Odemal He.., 3) Dush..gea.fSmtmwme, or o—.a Water 4) HaaeNom Materials 5) Discharges of Dredge or Fill Materiel 6) Erosion and Sediment Control q) Disposal of Dolling Funds 8) Concrete Washout 9) Spill Reporting 10) Trenaponatiss of Hamrdnm Materials d. Dislabance ofany wildlife shall be avoided m Me ..I.. extant pmc6cable. Ifthreatened or endangered epnin or archeological or historical onfiven rare enountered burg the pmprom of a project, work in the subjectaren shall be halted and the COOT regional pemit inn once shall he canncmd immediately for direction. w haw to proceed. e. All diachmmus ofmomson tar ter proce. wateram subject to Me applicable provisions oftha Colorado Worst Quality Control Act and the Colorado Discharge Permit Regulations. f Thee. ball be an disposal afoammam manrmis in the slap highway vast ofway. Solid waste shall be removed from Me mate highway right of way and dispose ofar a pemine facility, w designated collection point (such as the Wounitlee's own dumpeter). Drilling nude nest be disposed offs described in the WIS. g. Ifpe-amo ing solid waste or hwsdam forma ds emnenminalon (including oil or gasoline contaminate ad[, aabeemr, chemicals, tie nilinge, etc.) art encoumeeed daring Me perfommm or.&, Me Pnsninee shall halt work in Me aR«ted rim and immediately cannot the CDOT tegiotml pertaining office fen direction as to how as proceed, b. Spills shall be attracted Immediately using the COOT Illicit Discharge Hotline (303) 512-4446. Spilb an the highway, into waterways, or Am may otherwise present on immerhan danger no the publi, shall be mpone by calling 911 m ore Col..& Staw Patrol at (303) 219-4501, and the Colorado Department AfPobllc Health and Environnant at 14977) 518-508. 20. RESTORATIONOFRIGHTOFWAY Prior ro f mI acceptmce, al l Msnubed ponime of highway nghwf way s het l be cloned up and rtamrcd m their onginnl emdnion, mbJntm CDOT approval. yCOO, Constg,andplmningshaceand apecifiedmmhervnse approved by to the COT Standard Spooam rand watering oduca mono shallconformmost the CDOT due to rcarin Wherechwrk restoration must be an per due to arosonel rcquisemm4, such work -ft be and aiddbysepaeawvesha Forstmann lensshall cadonly ceninedwnd-rrtt seed atth mulch Pemdnee shell clean n educations before mneponing is into or cam efthe ram m pmvem the migmsim ofnoxioue wnda. 21. OPERATION AND MAINTENANCE a. Peminnm en to own and mointart the installation perminM barren. The facility shall be kept in en adaquan emote ofrepair and meinbined in each a mane!. W cause IM1e inn inter( eas with the normal oprndon tee mandemnce of the highway. b. Ifmy elemom oftbe Iromponation facility, ronstruned a replaced condition ofthis permit, fails within 24 months due to m,pmper connotation or materials, Permitter shall make all repain Immediately as notified in writing by COOT. v. Reason, periodic maintenance and mmgency repairs maybe performed uMe, the general temle and rondifiuns offhis permit. COOT shall be give proper edvaoce notice whenever mainrenance ward, will al! tMe movement or safety aftmlfic. In an emergency, the COOT Regime oftid and Me State Patrol shall immedmWly be notified ofposible traffic brands. Erergerey procedure shall be coard ion d beforehand, where possible. I. Maintenance.,tali. requidllg now sacavodon or other diamebance within highway ROW may enquire operate permit. Who. highwry consamnmwn ter —arm... ramormons ear rof ire, Pemittn will char off lima, remove rill corabuarible materials fiom the highway, right of way, or provide tuber temporary safeguards. 22. MARKERS, LOCATION AIDS, LOCATION ASSISTANCE n. The utility shall take all practical measures to ensure that baiod utility facilities art surface-deacnble by assumed nonphysical methods. Where the utility Autumn, by Me human oftheir material proertme, burial depth or mher fracas, roy by Memselvn not be surfecedesmmble, the utility shall, whoa( ibis, imorporato deletion wire or other deteehos aide in the maw ItoIion of those fdllllln. In IrslMtts when dinteli a made. nM fevlhlem wooed be ineffective and mrfntt-0elccnbility comfort be ensure, surfde markers shall be installed es directed by the Department and son-conmruated plate and showing Me eccunte horimatel and veniwl location of the buried facilities shell be provided to tbe Depenmmt. b. All plowed or trenched installations mat include mlonceed (wing the American public Works Association color ending system) woman, to, placed not leas Men 12 inch. vertically shove CDOT Permit Forms 333, 1283, 1284 Standard Terms Page 4 of 5 02/06 CDOT UTILITY/RELOCATIONISPECIAL USE PERMIT STANDARD PROVISIONS the ad, oflhe lit. The reaming tape shell be surfacedewmnble if needed mfadlllam detretionofine lino, c. The utility shall place readily identifiable mad,er, at the right of way line where leis emceed by pryelines canyons ..arm.. which ere Rnmrows, mareaier, expamive,insertional, or unstable, Partianlvly if earned at high pressure or potential, except where vent will serve m a marker. I. The utility shall place mamem for losinhrdmill underground facilities vin ieally shove the facilities or ill a known hommntil oRsel, unless othewitt approved in writing by to Departments. Each marker shall provide a fort-sud backs]ght to smeccamg and Preceding markets. Masker shall b, instilled at suitable intervals along dngenl seetians, al angle pointy or points ofeurvamre and at easonble imwrals along cvrv.. e. The utility shut mmandin my matte. required by this Code for the Ilk ofthe installation f, The Department may requia the .,far, to submit baratmnaed" plane. Ile Depnnment nay enter into an agreement with are utility whereby the Department man only an those plane for the exact woman of the utility fur uy future allocation, and need not give police m me ufility under Article 1.5 of Tide 9, CAS. g. The utility will comply will, the ep➢Iicablo aaNuimnenw of Article 1.5 mfTitic 9 C.R.S., including any re maranpa, asp ddpate in It Sloes Notification Association ...at to 9-1.5-105 C.R.S.. All xcers ofundcrro gund utilities within the SHROW, with the ption ofrhe Deparunent itself must become members oftbe UNCC Notification Associaton. h. In Affian m complying with Me aiwielom ofAmcl. 1.5 fTide 9 CAS (One -Call Stdone) is response to the Cap adocia'. oatiftutian affronted exemulions, mility owners shall mefil mark their booed utility facilities cant are heated within the SHROW in mole, or frsilitme Departmental engineering and design activities, upon reasonable request from the Depammant, and at no car to the Depadmcnt. The Peamittee shall respond to such tarpons within a mouldable twoorded acceptimle to the Department, but no longer than 14 calendar days from the date of expand, and the act., alpha surforce muting shell be within I g such. ofuth. side of me dews] lrafim ofshe burled facility. U. ADJUSTMENTS DUE TO HIGHWAY CONSTRUCTION for, out oa djumattion purpose it b wows necevory W neral edjw%or reliance this facility. Pmaaftne will dodo leardly, at no tin an the COOT excep, as provided by lma lil n wdrn padce ft .COOT had in ocordonce win [he mility reloatir permit iwwm coca the necessary work. The utility shall perform dw relocation at w within a tlmecouvmient wand in proper elimi nation with me pai or hsnspromio -scage l solid, to interference with me parfororence of anda,m ation pmjem work done by other. Such damages include, bar re nor limited m, pa,.ad, ma de byshe Depenment to any third parry based on a claim that performance of me transportation project work was delayed or interteod with as a direct result of the mility carryon," fail.. to finely perform the utility relocation work. Damaged resulting from delays in the performance ofine utility rclocatien wad, or how ence with the pwparmtion project work clist ..,ad by b. Refired facilities shall remain the Peambna's sole residual tarp«, w.11 pmvismad ofthe Utility Accomnwdelion Cade and all ofthe hems and conditions oflhe permit natural r tam facility, including annown wer and mlwwion requirements. c. The promote shall promptly remove ell abandoned facilitim from the SH ROW and promptly restore the SH ROW to preexisting at All condisione p.eHkd by the Departmnt unleaa the Department in wailing expressly allows me facility an remain In place. Wrinrn nali¢Ram'be Department, allowing an abandoned f ility w remain in place. may include special command, d. Hardly facilities and, retired or abandoned in plea. tad utilityshs]l comply with that decision ifdirumd by the Department: I) cap, plug of fill lire, 2) famish suitable Wall.. accord, for any such bused facilities, 3) maintain its own record, ofsuch fal and respond to loan uld"e lteyuestifromme "CC and/or e.uvatars. In providing such locaw., the unblywen indicate m me re, estingentity whmhcrorrmrmesubjettfaciliticume adiredmabandoned. 4) perfom, any in. serums as dented neceswry by the Department to prated the m ax,onanon facility andlw the tmvelingpublic. e. Ifthe ownership ofmility hall is transferred, both the original pervaded and me new ownmshall notify the Depnnon in writing prior to the change in ownership, and such notice shall sore the plumed doe a few,. in owneta d. Then once float the new owner shall include a women statement accepting all wand and conditions dine existing permit, effective upon the planned date of the change in ownership. f. Units, facilities containing mbemer may and be abandoned ins -place. Oakwood, each facilities mot be wmove l from the SHROW when sake am ofamice. On a coal was thesis, the Department may allow such facilities a be anti m-place, with tlw owner rewiring full legal ownership and ruponmbility for the facilities. 25. SUSPENSION AND CANCELLATION e. The MOT imporwratay appenddrum. due m: I) Non compliance with she provisions oftws permit 2) Adorned weather or vaflic conditions 3) Central transformation constmction or maintenance operations in conflict win the pertained work. 4) Any condition dxmed unsafe fur wadded or for the ganual public. b. Work may resume when grounds for smpenion no longer exist. This pemni, is mbjono oneellum. due to: I) Persistent noncompliance with permit Provisions 2) Abandonment or transfer ofownership 3) Superseded by new permit coveeing She same installation 4) Camberwith accessary plumed..,.air..c..frm. c. Permitted mot promptly terminme occupancy upon nonce of amMlation ofpetmit, words a new Permit is applied for and granted. fora tnja e) shall rot be changed to the utility cowpony. J. %me Pefmire don rl col fill an obligation w repot or rminlein -1 paor-ofine highway Fall ar con deal m4 daftly maintain 24. ABANDONMENT, RETIREMENT, CHANCE IN OWNERSHIP the Dow, ofal thereon, MOT' reamo the right, in lied of canceling this permit, or ucod lish me acquired work by any omen e. The Pour shall ramify the Defamation in writing fthe planned appropriate mans, and Pemddee shall be liable for the acwl cob retirement m abandonment of its facility or any dwon thereof. meremf The Department will notify the Proxmire in writing if it demrownes that me facilities may bemired or abandoned in place, along with any epemiu conditions tam may aaply. 02/06 CDOT Pemtib Forme 333, 1283, 1284 Standard Tetras Page 5 of 5 • I• L7 COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summary PURPOSE - This summary Is intended to Inform entitles external to COOT that may be entering the state highway right-of-way to perform work related W their own facilities (such as Utility, Special Use or Access Pontoons), about some of the more commonly encountered environmental permits/clearenas that may apply to their activities. This listing is not all-inclusive - additional environmental or cultural resource permits/clearances may be required In certain instances. Appropriate local, state and federal agencies should be contacted for additional information if there is any uncertainty about what permits/clearances are required for a specific activity. IMPORTANT - Please Review The Following Information Carefully - Failure to Comply With Regulatory Requirements May Result In Suspension or Revocation of Your CDOT Perms Or Enforcement Actions By Other Agencies CLEARANCE CONTACTS -As indicated In the permit/clearence descriptions listed below, the following individuals or agencies may be contacted for additional information: • Colorado Department of Public Health and Environment (CDPHE): General Information - (303) 692-2035 Water Quality Control Divislon (WQCD): (303) 6923500 Environmental Permitting Website hOo://www.odphe.state.co.uS/pomiN.sep • CDOT Water Quality Program Manager: Rick Willard (303) 757-9343 ht!2YI C i d tl t' fo/oma am ! t Irival quality • CDOT Asbestos Project Manager: Themes Samengelo-Drelling, (303) 512-5524 • Coloretlo Office of Archaeology and Historic Preservation: (303) 866-3395 • U.S. Army Corps of Engineers, District Regulatory Offices: Omaha District (NE Colorado), Denver Office (303) 9794120 hfto://WNW.nwo.usace.armv.mlVhtml/od-Ilfld-lakes htmi Sacramento Dist. (Westem CO), Grand Junction Office (970) 243-1199 hHo /A:••^ k s- II/ k / i t I Albuquerque Dtemet (BE Colorado). Pueblo Reg. Office (719)-543-6915 • COOT Utilities, Special Use and Access Permuting: 303 757-9854 hl t t s/P 'mil Ecological Resources -Disturbance of wildlife shall be avoided to the maximum extent predicable. Entry info areas of known or suspected threatened or endangered species habitat will require special authorization from the COOT permitting once. If any threatened or endangered species are encountered during the progress of the permitted work, work In the subject area shall be halted and the COOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by COOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the COOT Website, b2p:LLc2lomdodot.info/pmramsJonwmnmental/wildlife/-Itl I' e , or the Colorado Division of Wildlife website htt .-//wIItl1'fe, state.co,us ildlifaSnecies/SpeclesOfCongeml. Additional guidance may be provided by the appropriate Region Planning and Environmental Manager RPEM . Cultural Resources - The applicant must request a file search of the permit area through the Colorado Office of Archaeology and Historic Preservation (OAHP), Denver, to ascertain if historic or archaeological resources have previously been Identified. Inventory of the pennif area by a qualified cultural resources specialist may be necessary. per the recommendation of COOT. If archaeological sites/artifacts or historic resources are known to exist prior to the initiation of the permitted work or are encountered as the project progresses, all work In the subject area shall be halted and the COOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by COOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Once and RPEM. Contact Information: Contact the DAMP for file search at 303 866-3395. Paleontological Resources - The applicant must request a fossll locality file search through the University of Colorado Museum, Boulder, and the Denver Museum of Nature and Science to ascertain If paleontological resources have been previously identified. Inventory of the permit area by a qualified paleontologist may be necessary, per the recommendation of COOT. If fossils are encountered during the permitted work. all work in the subject area shall be halted and the CDOT Regional Permitting Office and Region Planning and Environmenal Manager shall be contacted Immediately. Authorization must be provided by COOT prior to the continuation of work. Addlllonal guidance may be provided by the Regional Permitting Office in the Permit Special Previsions. Contact Information: Contact the COOT Paleontologist at 303 757-9632. Hazardous Materials, Solid Waste -The Solid Wastes Disposal Sites and Facilities Act C.R.S. 30-20-100, at at, and Regulations Pertaining to Solid Waste Disposal Sites and Facilities (6 CCR 1007-2), prohibit solid waste disposal without an approved Certificate of Designation (a landfill permit. The Colorado Hazardous Waste Ad C.R.S. 25-15-301 at al, and the Colorado Hazardous Waste Regulations (6 CCR 1007-3) prohibit the transfer, storage or disposal (TSD) of hazardous waste except at permitted TSD sites. There are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore, all solid or hazardous wastes that might be generated by the activities of entities entering the State Highway Right of Way must be removed from the ROW and disposed of at a permitted facility or designated collection point (e.g.. for solid waste, a utility or construction company's own dumpuer). If pre-existing solid waste or hazardous materials contamination (including ail or petroleum contaminated sail, asbestos, chemicals, mine tailings, ele.) is encountered during the performance of work, the permittee shall halt work In the affected area and immediately contact the COOT Regional Permitting Once for direction as to how to proceed. Contact Info: Andy Flunkey, COOT Hazardous Materials Project Mane ery 303 512-5520. Asbestos Containing Materials, Asbestos Contaminated Soil - All work on asbestos containing materials (ACM) must comply with the applicable requirements of the CDPHE Air Pollution Control Division's (APCD) Regulation 6. Disposal of ACM, and work done In asbestosa ntaminated soil, must comply with the CDPHE Hazardous Materials and Waste Management Division's (HMWMD) Solid Waste Regulations. The application for any COOT permit must specifically identify any ACM Involved in the work for which authorization is being requested. Additional guidance or requirements may be specified In the permit special provisions. Contact Info: CDPHE APCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Webske listed above. Additional information concamina clearance on COOT protects is available from the COOT Asbestos Project Manager (303) 512- 5519. or Theresa Santan elo-Dreilin , Property Management Supervisor 303 512-5524. Environmental Clearances Indentation Summary Paget of Colorado Department of Transportation December'10 Transportation of Hazardous Materials - No person may after or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR, Part 171. The hazardous material must be properly classed, described, packaged, marked, labeled. and in condition for shipment as required ar authorized by applicable requirements, or an exemption. approval or registration has been Issued. Vehicles requiring a placard, must obtain authorization and a State HAZMAT Permit tram the Coloratlo Public Utilities Commission. Contact Information: For authorization and more info call the Federal Motor Safety Carder Administration. US DOT for inter -and infra -stale HAZMAT Re istration 303 969-6748. Colorado Public Utilities Commission: 303 894-2668. Discharge of Dredged or Fill Material -404 Permits Administered By the U.S. Arami Corps of Enalneers. and Section 401 Water Quality Certifications Issued by the CDPHE WOOD - Corps of Engineers 404 Permits are required for the discharge of dredged or rill materials into waters of the United States, including wetlands. There are various types of 404 Permits, including Nationwide Permits, which are issued for activities with relatively minor impacts. For example, there is a Nationwide Permit for Utility Line Activities (NWP #12). However, depending upon the specific circumstances, it is possible that either a "General" or lni ividual" 404 permit would be required. If an Individual 404 Permit Is required, Section 401 water quality certification from the CDPHE WQCD is also required. Contact the appropriate Corps District Regulatory Office for information about what type of 404 permit may be required contact information above). Contact the CDPHE Water Quality Control Division at 303 61 Working on or In any stream or Its bank - In order to protect and preserve the state's fish and wildlife resources from actions that may obstruct, diminish, destroy, change, modify, or vary a nature[ existing stream or its banks or tributaries, it may be necessary to obtain a Senate Bill 40 codification from the Colorado Department of Natural Resoumes. A stream Is defined as 1) represented by a solid blue line on USGS 7.5' quadrangle maps; and/or 2) intermittent streams providing live water beneficial to fish and wildlife; and/or 3) segments of streams supporting 26% or more cover within 100 yards upstream or downstream of the project; and/or 4) segments of streams having wetlands present within 200 yards upstream or downstream of the project. The Colorado Division of Wildlife (CDOW) application, as per guidelines agreed upon by COOT and CDOW, can be amassed at htto://www.Mloradp ot-inf-1--/en,AronmenWitwildlifelo.idelines. Stormwater Construction Permit (Si and Stainnowiter Dischams, From Industrial Facilities - Discharges of stonnwater runoff from construction sites disturbing one acre or mom - or certain types of industrial facilities, such as concrete batch plants- requires a COPS Stormwater Construction Permit. Contact Information: For Utility/Special Use activities being performed in conjunction and coordination with a CDOT highway construction contract, please contact the CDOT Water Quality Program Manager at (303) 757- 9343. Otherwise, contact the CDPHE Water Quality Contra Division at (303) 692-3500. Websim: hl :/Iwww. hestale.w.usl I rmitsUnigi Oonstructlon Dewaladng (Discharge or Irrfiltratlon)- Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering Discharge Permit Contact Information: For Construction Dewatering Discharge Permits, contact the CDPHE WOCD at (303) 692-3500. For Dewatering Application and Instructions, see Section 3 at the CDPHE website: hl ://www hest ate.s/w /Perm6sUniVFORMSandA I'caticns/ n e.hlml Municipal Separate Storm Sewer System IMSO Discharge Permit -Discharges from the storm sewer systems of larger municipalities, and from the COOT highway drainage system that lies within those municipalities, am subject to MS4 Permits issued bythe CDPHEWQCD. Far facilities that lie within the boundaries ofa municipality that is subject to an MS4 permit, the ownerof such facility should contact the municipality regarding slonmwaler related clearances that may have been established under that municipality's MS4 permit. All discharges to me CDOT highway drainage system or within the Right of Way (ROW) must comply with the appllcable provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations Permit # COS- 000005 (hflp:/Avww.coloradodoi info/oroarams/envlronmenlal/water-oual'ty/docu I ICDOT%20MS4%2OPermit d chit 1 and COR-030000 fruit, //www.cdohe.5tate.co..SMWPermitsUniVPERMITfSWoermitimialSWConstmOlonPEmil.adD. Discharges are subject to inspection by CLOT and CDHPE. Contact the CDPHE Water Quality Control Division at (303) 692-3500 for a listing of munld alltles reulmd to obtain MS4 Permits fir a. to hestate rmltsunitlMS4/M59Permigees. tlf. General Prohibition - Discharges - All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges include, but are not limited to, substances such as wash water, paint, automotive fluids, solvents, ails or soaps and sediment. Allowable non-stormwaler discharges can be found at http:l/..wloradodot.infWpmgmms/envimnmentaVwater-quality/glossary.html#AllowableDischarge. Contact information: Contact the CDOT Water Quality Program Manager at (3D3) 757-9343, or the Colorado Department of Public Health and Environment. Water Quality Control Division at 303 692-3500. General Authorization -Allowable sk n- tcrrnwster Discharges - Unless otherwise identified by CDOT or the WOCO as significant sources of pollutants to the wafers of the State, the following discharges to slorrnwater systems ere allowed without a Colorado Discharge Permit System permit: landscape irrigation, diverted stream laws, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air conditioning condensation, migation water, uncontaminated springs, hating drains; water line flushing, flows tram riparian habitats and wetlands, and low from fire fighting activities. Contact Information: The CDOT Water Quality Program Manager or the CDPHE Water Quality Control Division (telephone #'s listed above). Erosion and Sediment Control Practices- For allivfties requiring a Stonnwater Conslruceon Permit, erosion control requirements will be specified through that permit. In those situations where a stormwater permit is not required, all reasonable measures should be taken In order to minimize erosion and sedimentation according to CDOT 208 specifications. In either case, the COOT Erosion Control and Stormwater Quality Guide (most recent version) should be used to design erosion controls and to restore disturbed vegetation. Concoct Information: The CDOT Erosion Control and Storrnwaler Quality Guide may be obtained from the Bid Plans OfOw at 303 757-9313 or item: hl ://www. oL fate. nW n m Disposal of Drilling Fluids - Dtllling guide used in operations such as Horizontal Directional Drilling may be classified as "discharges" or "solid wastes", and in general, should be pumped or vacuumed from the construction area, removed from the State Highway Right of Way, and disposed of at permitted facilities that specifically accept such wastes. Disposal of drilling fluids into storm drains, storm sewers, roadside ditches or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid Waste regulations. Small quantities of drilling fluld solids less than 1 cubic vard of solids may be left on -site after either being Environmental Clearances Information Summary Page 2 of Colorado Department of TranspanatIon Dewmber'10 • 10 • • ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (a) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder • that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 40 • • 0 separated from fluids or after infiltration of the water, provided: 1) the drilling fluid consists of only water and bentonite clay, or, if required for proper drilling properties, small quantities of polymer additives that am approved for use in drinking water well drilling; 2) the solids are fully contained in a pit, and are not likely to pose a nuisance to future work In the area, 3) the solids are covered and the area restored as required by COOT permit requirements (Utility, Special Use, or Access Permits, etc.). Contact Information: Contact the COOT/ CDPHE Liaison or COOT Water Quality Pro ram Maniacal. Concrete Washout - Waste generated from concrete activities shall NOT be allowed to flow into the drainage ways, Inlets, receiving waters, or in the COOT ROW. Concrete waste shall be placed in a temporary concrete washout facility and must be located a minimum of 50 feet from state waters, dralnageways, and inlets. Concrete washout shall only be performed as specified by the COOT Environmental Program and shall be In accordance to COOT specifications and guidelines. Contact information: Contact the COOT Water Quality Program Manager at (303) 757-9343. Website:hlto:/iwww.wloredodot'nfo/omomms/env'mnmental/water- ouality/revised-m-slandaros; refer to the link Revision of Sections 101 107 208, 213 and620Water Qyaflly Control OM Acres of Disrurban for additional guidance. Spill Reporting - Spills shall be cordainad and cleaned up as soon as possible. Spills shall NOT be washed down into the alarm drain or buried. All Spills shall be reported to the COOT Illicit Discharge Hotline at (303) 512-0446 (41120), as well as the Regional PermlBing Office and Regional Maintenance Supervisor. Spills on highways, into waterways, any spill in the highway dghbof-way exceeding 25 gallons, or that may otherwise present an immediate danger to the public shall be reported by calling 911, and shall also be reported to the CDPHE at 1-877-518-5608. About This Form - Questions or comments about this information Summary may be directed to Alex Kamm!, COOT Safety 8 Traffic Engineering, Utilities Unit, at 303 757-9841. alex.kareml dotstate.w.us. Environmental Clearances Information Summary Page 3 of Colorado Department of Transportation Deoember'10 I s€ § a 04 • L2 No Text State Highway Utility Permit I Attachment to Permit No. 4140426 - Additional Terms and Conditions GENERAL 1. This permit is issued in accordance with the State Highway Utility Code and is based in part upon the information submitted by the Permittcc. This permit is only for the use and purpose stated in the Application and Permit. A copy of the State Highway Utility Code can be downloaded at: http://www.colomdodot.info/business/permits/utilitiesspmialuw/2CCR_601 _ 18.pdf/view 2. Please refer to this permit number in all communications and correspondence. 3. The Permittee is responsible for obtaining any necessary additional federal, state, and/or City/County permits or clearances required to proceed with permitted work . Approval of this utility/special use permit does not constitute verification of this action by the Permittee. 4. The Pennittee, his or her heirs, successors -in -interest, assigns, and occupants of the Utility/Construction/ Landscape/Special Use permitted by this permit shall be responsible for meeting the terms and conditions of this permit. 5. Before work begins, a certificate of insurance naming the Colorado Department of Transportation (CDOT) as an additional insured is required to he submitted to: CDOT Region 4 Utilities Permits 1420 2nd Street Greeley, CO 80631 Description should include this permit number. Insurance should be in effect through 2-year warranty period from permit issue date and as long as installation exists in COOT right-of-way. See attached Standard Terms 3.A through 3.H., inclusive. 6. READ ALL ADDITIONAL STANDARD REQUIREMENTS OF THIS PERMIT AND OTHER TERMS AND CONDITIONS ON THESE ATTACHED SHEETS. A COPY OF THIS PERMIT, INCLUDING ALL TERMS AND CONDITIONS, MUST BE ON THE JOB SITE WITH THE CONTRACTOR. Call for an inspection of forms at least one working day prior to placing any concrete. The Colorado Department of Transportation inspection is not an approval of the grade or alignment of the work. The contractor and/or engineer is responsible for the proper grade and alignment. Minor changes or additions may be ordered by the field inspector to meet field conditions. Any survey monuments or markers disturbed during the execution of this permit shall be repaired immediately at the expense of the Permittee. 7. NOTIFY THE DEPARTMENT OF TRANSPORTATION INSPECTOR 24 HOURS BEFORE STARTING THE WORK OR RESUMING SUSPENDED WORK. 8. All work is to conform to the plans on file with the Colorado Department of Transportation or as modified by this Permit. (IF DISCREPANCIES ARISE, THIS PERMIT SHALL TAKE PRECEDENCE OVER THE PLANS). The Colorado Department of Transportation plan review is only for the general conformance with the Colorado Department of Transportation design and code requirements. The Colorado Department of Transportation is not responsible of the accuracy and adequacy of the design, of dimensions, and elevations which shall be confirmed and correlated at the job site. The Colorado Department of Transportation, through State Hiehwav Utility Permit 2 Attachment to Permit No. 4140426 - Additional Terms and Conditions • the approval of this document, assumes no responsibility other than stated above for the completeness and/or accuracy of the plans. 9. The contractor shall follow the applicable construction specifications set forth by the Department of Transportation in the latest manual, Standard Specifications for Road and Bridge Construction, the M & S Standards, and the M.U.T.C.D. 10. Any damage to any present highway facilities shall be repaired immediately and prior to continuing other work. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Inspector. 11. CDOT will determine the extent of inspection services for the work. A daily inspection may be done by the Colorado Department of Transportation from the time work begins inside the highway right-of-way until the job is completed and right-of-way restored to its original condition. 12. Water, sumo sewer, sanitary sewer, gas, electrical, landscaping, telephone, traffic signal installations and fiber optic installations will require individual additional permits. It shall be the responsibility of the Permittee to notify all utility owners or operators of any work that might involve utilities and pay for the relocation of any utility which is required in the construction of the landscaping. 13. Any surveying required as a result of this permit is the responsibility of the Permince. • 14. This permit shall not be recorded in the real property records for any county in the State of Colorado. Breach of this condition shall constitute cause for immediate revocation of this permit. 15. The Permittee shall not perform any acts, nor shall the Permittee permit the performance of any acts on the permitted premises which we contrary to the laws of the United States, of the State of Colorado, or any county or local juirsdication. Breach of this condition shall constitute cause for immediate revocation of this permit. 16. The Permittee shall not assign this permit without specific written permission of CDOT. 17. In the event that any future changes are made to this highway that would necessitate removal or relocation of this installation, the Permittee will do so promptly at their own expense upon 180 days written request from CDOT. The Department will not be responsible for damage to any landscaping and signage placed inside state highway right-of-way limits that result from the maintenance of the highway. I S. It is the responsibility of the Permittee to determine which environmental clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing work. Please refer to or request a copy of the "COOT Environmental Clearance Information Summary" (ECIS) for details. The ECIS may be obtained at CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction-Envirotanental Guidance webpage at http://www.dot.state.co.us/environmental/Forms/asp. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. State Hiehwav Utility Permit 3 Attachment to Permit No. 4140426 - Additional Terms and Conditions ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge • Permit Regulations. Prohibited discharges include substance such as: wash water, paint, automotive fluids, solvents, oils or soaps. Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE) Water Quality Control Division (WQCD) as significant sources of pollutants to the waters of the State, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigation water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire fighting activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional information and forms, go to the CDPHE website at: http://cdphe.state.co.us/wq/PermitsUnit/wqu. 19. By accepting the permit, the Permittee stipulates and agrees to fully protect, defend, indemnify, and hold harmless, to the extent allowed by law, the Issuing Authority and each of the Authority's directors, officers, employees, agents, and representatives, from and against any and all claims, costs (including but not limited to all reasonable fees and charges of engineers, architects, attorneys, and other professionals or expert witnesses and all court or other dispute resolution costs directly incurred by reason of claims directly brought against the Issuing Authority), losses, damages, pre- or post judgment interest, causes of action, Permittee's • failure to obtain, or disregard of, any applicable federal, state, or local environmental permits, approvals, authorizations, or clearances, or in meeting or complying with any applicable federal, state, or local environmental law, regulation, condition, or requirements in connection with any activities authorized by this Utility Permit. 20. The pennittee shall assume full responsibility for installation of and the resolution of any unforeseen problems regarding the installation of this facility. DRAINAGE, WATER QUALITY CONTROL, ENVIRONMENTAL 21. All disturbed landscaping is to be restored to original or better condition. 22. Areas of roadway and right-of-way disturbed during this installation or work shall be restored to insure proper drainage and erosion control. 23. The utility shall comply with the "Colorado Water Quality Control Act,' Title 25, Article 8, CRS, the "Protection of Fishing Streams," Title 33, Article 5, CRS, the "Clean Water Act,", with promulgated regulations and certifications issued. Temporary erosion and sediment control shall be provided in accordance with Sections 3.4.7 and 3.4. 8. Compliance with this regulation may require the permittee to obtain a Stormwater Permit from the C.D.P.H.E. 24. The Permittee is responsible for compliance with all Federal, State, and local environmental regulations. The Permittee should have a qualified environmental consultant on staff or hire a qualified environmental consulting firm to assess the proposed project area for potential environmental impacts and obtain any • necessary permits prior to disturbance. Environmental impacts include, but are not limited to, wetlands, • • 0 State Highway Utility Permit Attachment to Permit No. 4140426 - Additional Terms and Conditions water quality, threatened or endangered flora and fauna, cultural resources including both archaeological and paleontological resources, and hazardous waste that can affect both human health and the natural environment. Should enforcement action(s) be taken by any agency with jurisdiction, liability for noncompliance with any environmental regulation is the sole responsibility of the Permittee. TRAFFIC 25. Any construction equipment with outriggers shall use street pads. 26. No open cuts will be allowed within 30 feet of the edge of the traveled way at night, on weekends, or on holidays. 27. Where necessary to remove, add, or relocate a State Highway traffic control device, including striping, such additions, relocation or removals shall be accomplished by the Permittee at their own expense and at the direction of the Department. 28. No storage of materials or equipment will be allowed within CDOT right-of-way or 30 feet off the edge of the traveled way, whichever is greater. TRAFFIC CONTROL 29. No work will be allowed at night, or on Saturdays, Sundays, and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 30. The Permittee shall coordinate all traffic control operations with any special events in the area. The Permittee shall not schedule operations that interfere with traffic from 2 hours before until 2 hours after any such event. 31. Two-way traffic must be maintained through the area at all times unless shown otherwise in the approved MHT. 32. No equipment will be allowed in the main lanes of the roadway during construction. 33. Construction signs when not used shall be removed from the clear zone. All work that requires traffic control shall be supervised and implemented by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or the Colorado Contractors Association (CCA). When flag persons are required they shall be properly certified. 34. New above ground installations shall be placed outside of roadway "clear zone" as defined by the latest AASHTO Roadside Design Guide or the installation shall have a breakaway system reviewed and approved by CDOT. 35. Lane closures or work within clear zone shall not be allowed during inclement weather and/or when the roads are wet, snow covered or icy. If you have any questions regarding whether it is safe to set up traffic control or work, contact your CDOT inspector. State Highway Utility Permit 5 Attachment to Permit No. 4140426 - Additional Terms and Conditions MAINTENANCE 36. Maintenance work may be done anytime within daylight hours as long as no interference to traffic is caused. LANDSCAPING 37. Work area shall be landscaped and signed as per pre -approved plans 38. The Permittee shall be responsible for landscape maintenance, including irrigation, litter removal, weed control and mowing. The Permittee is also responsible for the repair of all damage caused by CDOT during the course of normal maintenance activities. 39. Install and mark a manual shut-off valve in the Highway right-of-way for emergency use by the Colorado Department of Transportation. 40. The Permittee is responsible for the installation at no expense whatsoever to CDOT and the Permittee will own and maintain the same after installation. 41. No landscaping feature shall obstruct drivers sight distance at any highway access or other location. MATERIALS 42. Trees and shrubs shall be planted far enough from the roadway to ensure that branches will not overhang into the traveled lanes at maturity. 43. Disturbed eight -of -way area, where applicable, must be top soiled, fertilized, mulched, and reseeded with • Department of Transportation Specification grass seed mix, which meets specifications MISCELLANEOUS 45. All construction vehicles to have mounted flashers. 10 • COLORADO DEPARTMENT OF TRANSPORTATION UTILITY/SPECIAL USE PERMIT APPLICATION Please print or type Instructions: Complete this ton, attach all required documents, and submit fife the appropriate permit office. To determine which documents are required, referto page 2 of this form and/or contact the Permit Office. You must submit all required documents or the application will be deemed tobe incomplete andwlll not be accepted. Please do not FAX completed forms or documents. Permttee: property or utility owner Nan° City of port Collins; Town of Windsor///// dwagner8windsorgov.com; 970-674-2400 Address 281 N College Ave, n Collins, CO 90524; 301 Walnut St, Windsor, CO 60550 Contactperaon malladdmis Dean Rlingnez dklingner@cgev. con; Dennis Wagner Tebphon.0- 97221-6605 Applicant if other t an permittee Name Address CoMao Person e-mail address Telephone AOtAnty Uescopu0n: (furnished try permittee) Puryese of Utility Permit Dlnstallation [JAdjust/relocation Removal ❑ Maintenance of existing facility Facility (type,sin. clessoftraneminant, designpreeeureor potential, etc. Natmeoflonallatbn [:]Longrwdinal(parallel) ❑Buried, ❑AerialfGround-mounted Transverse (crossing) ❑ Attach to Highway Structure @: Purecseffferetherthan Utlllly Permit fm Landscaping ❑ Survey Spill cleanup Site restoration Qm Construction within right-of-way Wm Other (describe): Traffic Control Variance Slate Highway No. County Cknorown 392 Larimar Ft Collins/Windsor Location relative to SH redeposits) Centered on 98 392 W 100 Lacalion releiive MlMereemin9leelurelal. eA•, pmaeHreel, Yr.11, mc. Se 392 aver 1-25 Tnterchan9e Intended elan date and plenned dunllon al work October 2014 AddAlonvirere.ft Permitted elements will be bid and constructed as a follos-up project to the COOT -managed interehenge reroeatruction project (Fermit / 4110275-8). Pesmittaee will maintain elements following aoe,n anw. llPemllleewlllownoropmateundergmundfacdltiwin State Highway4ght f-way:IndimWwM Od mMr Telephone undemreurM location information: Store Lukomski (note irrigation typ.not lonated) 970-416-2063 'Notice to Excavators: Pursuant to 9-1.5-103 C.R.S., excavators shall not make or begin any excavation without first notify- ing the Utility Notification Center of Colorado (UNCC) and if necessary, then notifying the her two members having under. •ground facilities in the area of such excavation. Notification shall also be given to the COOT regional permitting office, or as otherwise directed by the Special Provisions of the permit that is issued. Notice of the commencement, extent and duration of the excavation work shall be given at least two business days prior thereto, not including the day of actual notice. The UNCC may be called at 1-800-922-1987. Sea reverse side for additional instructions Pmvloes edlnona d this Imm ere oInoiet. end may net be used Paget ew enOTFormr1233 Iaro7 F6rt Collins Colorado Department of Transportation, Region 4 Attn: Utility Permit Office 1420 2nd Street Greeley, CO 80632 July 28, 2014 To Whom It May Concern: Planning, Development & Transportation anginesdng Dopzrrn int 281 North College Avenue P.O. 0. 580 Fan Collins. CO 80522,0580 970.221.0006 97a221a3'!9-re¢ hgov.mMeogineenng Enclosed with this letter is a Special Use Permit Application for installation of median signs located in the medians on SH 392 over the 1-25 interchange in Fort Collins and Windsor, Colorado. The attached drawings show the proposed improvements in detail. The following elements are included: 1. Installation of median signs for the City of Fort Collins and the Town of Windsor in the west and east medians, respectively. 2. Landscaping in both medians mentioned above. 3. Lighting for median signs including solar photo -voltaic (PV) system to power lights. These improvements will be bid and installed as a follow-on project to the CDOT-managed interchange reconstruction project. The City and Town will assume maintenance responsibilities for these items following final acceptance. Because both signs will be bid as one project, the City and Town have prepared the permit application as joint applicants. The City and Town request a variance to the allowed hours specified in the Colorado Department of Transportation Region 4 Lane Closure Strategy publication dated August 2009. The Lane Closure Strategy guidelines specify night time closures only along SH 392 for the fall and winter months. The applicants request a variance for lane closures between 9 AM and 3 PM during weekdays. Attached to this application is an exhibit of the planned lane closure: storage lanes for the on -ramps for 1-25 northbound and southbound. The requested variance would allow construction to occur during daytime hours which would increase the safety of the work crews, reduce material costs, and result in a higher quality final product. All additional required clearances were obtained as part of the interchange reconstruction project, and the applicants request that the same clearances be applied to this project. Please do not hesitate to contact me if you need any further information. Regards, Dean Klingner, P.E. City of Fort Collins — Capital Projects Program Manager Dennis Wagner, P.E. Town of Windsor — Director of Engineering A 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. • Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever It is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and • No Text JW',L J a 0 5 5 w c o N U w p10 N 6' G aN Um i I 1 1 Lm • • a VL +1lMpr1�Y9 Wp V awW WrrJW suoic a wunuuoo au uc Ms a' •4PJ agP4 �;�4� SN'.NS OI ALN HO�SGi /[6E HS Y}Fd �661�a g4 7 � , a r RYMP�+I�M�JWPM SNOB al AllN!lWWOO SL1 I ME HS �SP �Cpe41 � �� iqP 6 �1 gi e � ° ` I N No Text � �0 �| I ■ I � � ;f�� � SN'JIS aI.WNfIWWOJ SL-I/L6E MSS -G � � g • YAa NVESTIGATION 92 COMMUNITY ICATION SIGNS 4Y 392 AND I-25 TY,COLORADO BHA DI: -SIGN, INC. 1603 Oakridge Drive Fort Collins, Colorado 80525 Attention: Mr. Jerod Huwa Project No. FC06009.001.126 August 4, 2014 (Revised September 16, 2014) 351 Linden Street I Suite 140 1 Fort Collins, Colorado 60524 Telephone: 970-206-9455 Fax: 970-206-9441 • TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 1 PROPOSED CONSTRUCTION 2 INVESTIGATION 2 SUBSURFACE CONDITIONS 2 SITE DEVEL 3 Fill Placement 3 Excavations 3 �/ FOUNDATIONS /Y 4 Spread Footings 4 WATER-SOLUBLE SULFATES O 5 SURFACE DRAINAGE �/J 5 _ • LIMITATIONS FIGURE 1 — LOCATIONS OF EXPLORATORY BOyC FIGURE 2 —SUMMARY LOGS OF EXPLORATORY FIGURE 3 — RESULTS OF LABORATORY GRADATION TABLE I — SUMMARY OF LABORATORY TESTING APPENDIX A — SAMPLE SITE GRADING SPECIFICATIONS BHA DESIGN. INC. HIGHWAY 392 COMMUNITY IDENTIFICATION SIGNS CTL I T PROJECT NO. FC06009 001-125 • responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. • 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will he acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. Is SCOPE This report presents the results of our Geotechnical Investigation for the proposed Highway 392 Identification Signs in Larimer County, Colorado. The purpose of the investigation was to evaluate the subsurface conditions and provide foundation recommendations and geotechnical design criteria for the project. The report was prepared from data developed during field exploration, laboratory testing, engineering analysis and experience with similar conditions. The report includes a description of 9Cbsurface conditions found In our exploratory borings and discussions of site develoNarevi I�by geotechnical considerations. Our opinions and recommendatcriteria and construction details for site development and foundatiothe proposed construction changes, we should be requested to ndations. Our conclusions are summarized in the following paran SUMMARY OF CONCLUSIONS 1. Soils encountered In our bo " c sisted of 7 to 9 feet of clayey sand and gravel fill over weathers y ne down to the depths explored. Groundwater was not encou _t n either boring during our investigation. �J 2. We believe the proposed signs can be n ed with spread footing foundations placed on the existing fill. Som ant of the fill should be expected. We anticipate settlements of 1 less. Foundation design and construction recommendations are p ed jn this report. SITE CONDITIONS The project consists of two locations for sign installation along Highway 392, west of Windsor, Colorado (Figure 1). The locations are within the Highway 392 center median at both the east and west -side 1-25 interchanges. The proposed sign locations are relatively Flat. Ground cover consisted of landscaped vegetation and mulch. BHA DESION, INC. 1 HIGHWAY 392 COMMUNITY IDENTIFICATION SIGNS CTL IT PROJECT NO. F006009W.125 PROPOSED CONSTRUCTION • Based on conversations with our client, we understand the proposed signs will be a concrete or masonry core with a concrete foundation. The signs will have stone veneer, channel letters and ground -mounted uplighting. INVESTIGATION Subsurface conditions were investigated by drilling one boring at each sign location to depths of approximately 15 feet. The approximate locations of the borings are shown o 1. Our field representative observed drilling, logged the soils found in the borings ad samples. Sampling was performed by driving a 2.5-inch O.D. modified Calif i ampler with blows of a 140-pound hammer falling 30 inches. This method is similar 'rye. standard penetration test and is typical for local practice. Groundwater measuremen yr taken during drilling and one, or more, days after drilling. Summary logs of the in „including results of field penetration resistance tests, are presented on Figure 2. A • Samples obtained during drilling r nod to our laboratory and visually examined by the geotechnical engineer for th Laboratory analyses included moisture content, dry density, unconfined compre ' r ngth, particle -size analysis, and water-soluble sulfate tests. Results of laborator is� presented on Figure 3 and summarized in Table I. A / SUBSURFACE CONDITIONS ` I _ Soils encountered in our borings consisted of 7 to 9 feet of clayey sand and gravel fill over weathered claystone down to the depths explored. One sample of the claystone exhibited an unconfined compressive strength of 3,160 pounds per square foot (psf) in laboratory testing. Groundwater was not encountered in either boring during our investigation. Further descriptions of the subsurface conditions are presented on our boring logs (Figure 2) and in our laboratory testing (Figure 3, Table 1). BHA DESIGN, MC. 2 HIGMAY392 COMMU141W IDENTIFICATION SIGNS CTL I T PROJECT No. FC000011.001 125 ■I M SITE DEVELOPMENT Fill Placement The existing onsite soils are suitable for re -use as fill material provided debris or deleterious organic materials are removed. Areas to receive fill should be scarified, moisture -conditioned and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D698, AASHTO T99). Sand soils used as fill should be moistened to within 2 percent of optimum moisture content. Clay soils should be moistened betwe In optimum and 3 percent above optimum moisture content. The fill should be konditioned, placed in thin, loose lifts (8 inches or less) and compacted as dbove. We should observe placement and compaction of fill during construction.lawement and compaction should not be conducted when the fill material is frozen.I► Site grading in areas of I g where no future improvements are planned can be placed at a dry density of at percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T ample site grading specifications are presented in Appendix A. Water and sewer lines are often constructed areas where improvements are planned. Compaction of trench back811 can have a t effect on the life and serviceability overlying structures. We recommend tr ckfill be moisture conditioned and compacted as described in the Fill Placeme to of this report. Placement and compaction of fill and backfill should be obsery n tested by a representative of our firm during construction. Excavations The materials found in our borings can be excavated using conventional heavy- duty excavation equipment. Excavations should be sloped or shored to meet local, state and federal safety regulations. Based on our investigation and OSHA standards, we believe the soils classify as Type B soils. Type B soils require a maximum slope inclination of 1:1 (horizontal: vertical) in dry conditions. Excavation slopes specified by BHA DESIGN, INC. 3 HIGHWAY 39300NMUN" IDENTIFICATION SIGNS CTLIT PROJECT NO. FC05008.001-033 OSHA are dependent upon types of soil and groundwater conditions encountered. The • contractor should identify the soils and/or rock encountered in the excavation and refers to OSHA standards to determine appropriate slopes. Stockpiles of soil and equipment or other items should not be placed within a horizontal distance equal to one-half the excavation depth, from the edge of excavation. FOUNDATIONS Our investigation indicates clayey sand and gravel fill are present at the anticipated fou 1111 {ton levels. Spread footing foundations are considered appropriate for the conditions u� /er�ed, and propose construction. Some settlement of the exiting fill should be Rxpe Plt9e anticipate settlements on the order of 1 inch or less. Design criteria for Doting to developed from analysis of field and laboratory data and our e e n are presented below. The builder and structural engineer should also consider nd construction details established by the structural warrantor (if any) that ose additional design and installation • requirements. Spread Footings /O 1. Footings should be constructed on t e ' g fill. Where soil is loosened during excavation, it should be v nd replaced with on - site soils compacted following the criteria in t acement section of this report. 2. Footings constructed on the natural soils and/or en4(aered fill can be designed for a net allowable soil pressure of 3,000 pdunds per square foot (psf). The soil pressure can be increased 33 percent for transient loads such as wind or seismic loads. 3. Footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 18 inches by 18 inches. Larger sizes may be required depending on loads and the structural system used. 4. The soils beneath footing pads can be assigned an ultimate coefficient of friction of 0.4 to resist lateral loads. The ability of grade beam or footing backfill to resist lateral loads can be calculated using a passive equivalent fluid pressure of 300 pounds per cubic foot (pcf). This assumes the BHA DESIGN, INC. HIGMNAY 392 COMUNITY IDENTIFICATION SIGNS CTLIT PROJECT NO. FON009.001-126 4 • WIN backfill is densely compacted and will not be removed. Backfill should be placed and compacted to the criteria in Fill Placement. 5. Foundation walls and grade beams should be well reinforced. 6. We should observe completed footing excavations to confirm that the subsurface conditions are similar to those found in our borings. WATER-SOLUBLE SULFATES Concrete that comes into contact with soils can be subject to sulfate attack. We measured water..Rbluble sulfate concentrations equal to or less than 0.01 percent in two samples. Su /t �o centrations less than 0.1 percent indicate Class 0 exposure to sulfate attack for that comes into contact with the subsoils, according to the American Concrete In t00%CCl). For this level of sulfate concentration. ACI indicates any type of cement can "dull for concrete that comes into contact with the soils and/or bedrock. In our at Nor l damage may occur to the exposed surfaces of highly permeable angh sulfate levels are relatively low. To control this risk and to reterioration, the water-to-cementitious material ratio should not excet/gin contact with soils that are likely to stay moist due to surface dataf/ttaables. Concrete should be air entrained.��,1 1. SURFACE DRAINAGE Performance of foundations is influenced by change Ksu grade moisture conditions. Carefully planned and maintained surface grading ca uce the risk of wetting of the foundation soils and pavement. Positive drainage should be provided away from foundations. Backfill around foundations should be moisture treated and compacted as described in Fill Placement. LIMITATIONS Although our borings were located to obtain a reasonably accurate picture of subsurface conditions, variations not indicated in our borings are possible. We should observe footing excavations to confirm soils are similar to those found in our borings. BHA DESIGN, INC. 5 HIGHWAY M COMMUNITY IDENTIFICATION SIGNS CTL IT PROJECT 40. FCMIXO55tn]5 Placement and compaction of fill, backfill, subgrade and other fills should be observed and tested by a representative of our firm during construction. This report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and experience with similar conditions. The recommendations contained in this report were based upon our understanding of the planned construction. If plans change or differ from the assumptions presented herein, we should be contacted to review our recommendations. We beljpI investigation was conducted in a manner consistent with that level of skill an re inarily used by members of the profession currently practicing under similar condi the locality of this project. No warranty, express or implied, is made. If we can be of furth�err is irldiscussing the contents of this report or in the analysis of the proposed co contact the undersigned. CTL I THOMPSON, INC. by: Brendan P. Moran, El Staff Geotechnical Engineer BPM:SAS (2 Copies) the geotechnical point of view, please Project 16 • BHA DESIGN, INC, 6 • HIGHWAY 392 COMMUNITY IDENTIFICATION SIGNS CTLIT PROJECT NO. FCBBOBB SD1-125 No Text TH-1 TH-2 0 LEGEND: SAND, CLAYEY WITH GRAVEL TO CLAY, SANDY, ®FILL; MOIST, DENSE, BROWN, PINK, TAN 50110 DO M112 WEATHERED CLAYSTONE, SANDY, MOIST, MEDIUM 5 WC=5.5 WC-6.7 HARD, DARK BROWN, GRAY (BEDROCK) DD=126 DD=121 -200=11 -2D0=11 38=0,010 ss=<0.01 DRIVE SAMPLE. THE SYMBOL 50/10 INDICATES 50 10112 15/12 1-200-M BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES 10 WC-20.5 WC-19.0 1 WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER DD=106 DD=110 101NCHE5. L/C-3,160 LL-39 PI.23 15 -OSe7 THE BORINGS WERE DRILLED ON JULY 11, 2014. SING 4-INCH DIAMETER CONTINUOUS -FLIGHT A ERS ANDATRUCKWOUNTED DRILL RIG, 25 2 GS ARE SUBJECT TO THE EXPLANATIONS, 2.NDICA AND CONCLUSIONS IN THIS REPORT. 3. OISTURE CONTENT (%). YDENSITY(PCF). CA G NO. 200 SIEVE (%). 30 3 CATE U IT. ICATES P I NDEX. ICATES UN INED COMPRESSIVE STRENGTH (pa1). ICATES SCLUB SULFATE CONTENT(%). SW - INDICATES SWELL WHEN WETTED UNDER APPROXIMATE OVERBURDEN PRESSURE (%). 35 3 4D Summary Logs of _45 45 Exploratory Borings "XS1w MC. H.G yM ca MI YMWlFIMWN SM8 FIGURE 2 CRI TPRWEU MJ. FCRfW W M LA No Text I k f ® k \ §rare »;w!& ©�§( \ �)§(3 \\\� E ELL ({§ _ k@ `|� G ow ; ~ k)� (§k , E§�nl;e !§ ®G=; (§ §i!§§ 1. 0 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids maybe modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized • representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best • 0 SAMPLE SITE GRADING SPECIFICATIONS • 1. DESCRIPTION This item shall consist of the excavation, transportation, placement and compaction of materials from locations indicated on the plans, or staked by the Engineer, as necessary to achieve building site elevations. 2. GENERAL The Soils Engineer shall be the Owner's representative. The Soils Engineer shall approve fill materials, method of placement, moisture contents and percent compaction, and shall give written approval of the completed fill. 3. N B SITE The Cors ova all trees, brush and rubbish before excavation or fill placembegun. C tractor shall dispose of the cleared material to provide the Owner clean, n ring job site. Cleared material shall not be placed in areas tive till or whe p�terial will support structures of any kind. 4. IFYING AREA T FI EDAll topsd vegetable matter she oved from the ground surface upon which fill is toced. The surface shall t plowed or scarified to a depth of 8 inchesuntil thce is free from ruts, hum other uneven features, which would preventrm compaction by the equipme4Sed. 5. ACTING AREA TO BE FILLED /O After the foundation for the fill has been clearedAr be disked or bladed until it is free from large clods, brought tcontent and compacted to not less than 95 percent of maxietermined in accordance with ASTM D 698 or AASHTO T 99, 6. FILL MATERIALS On -site materials classifying as CL, SC, SM, SW, SP, GP, GC and GM are acceptable. Fill soils shall be free from organic matter, debris, or other deleterious substances, and shall not contain rocks or lumps having a diameter greater than three (3) inches. Fill materials shall be obtained from the existing fill and other approved sources. 7. MOISTURE CONTENT Fill materials shall be moisture treated. Clay soils placed below the building envelope should be moisture -treated to between 1 and 4 percent above optimum moisture content as determined from Standard Proctor compaction tests. Clay soil placed exterior to the building should be moisture treated between optimum and 3 percent above optimum moisture content. Sand soils can be moistened to within 2 percent of optimum moisture content. Sufficient laboratory compaction tests shall be performed to determine the • optimum moisture content for the various soils encountered in borrow areas. • The Contractor may be required to add moisture to the excavation materials in the borrow area if, in the opinion of the Soils Engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. The Contractor may be required to rake or disk the fill soils to provide uniform moisture content through the soils. The application of water to embankment materials shall be made with any type of watering equipment approved by the Soils Engineer, which will give the desired results. Water jets from the spreader shall not be directed at the embankment with such force that fill materials are washed out. Should too much water be added to any part of the fill, such that the material is too wet to permit the desired compaction from being obtained, rolling and all work on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture conten,K The Contractor will be permitted to rework wet material in an approved ma d;kasten its drying. C•] Selected fill material s - lA laced and mixed in evenly spread layers. After each fill layer has been placed, it uniformly compacted to not less than the specified percentage of maximum d Fill materials shall be placed such that the thickness of loose material d of Kceed 8 inches and the compacted lift thickness does not exceed 6 inches. X • Compaction, as specified above, she ained by the use of sheepsfoot rollers, multiple -wheel pneumafic-tired rollers or a uipment approved by the Engineer. Compaction shall be accomplished while t II terial is at the specified moisture content. Compaction of each layer shall a 15antinuous over the entire area. Compaction equipment shall make sufficient trips ins re that the required dry density is obtained. // 9. COMPACTION OF SLOPES Fill slopes shall be compacted by means of sheepsfoot YQIr other suitable equipment. Compaction operations shall be continued until slo ar stable, but not too dense for planting, and there is no appreciable amount of loos on the slopes. Compaction of slopes may be done progressively in increments of thre to five feet (T to 5') in height or after the fill is brought to its total height. Permanent fill slopes shall not exceed 3:1 (horizontal to vertical). 10. DENSITY TESTS Field density tests shall be made by the Soils Engineer at locations and depths of his choosing. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density tests shall be taken in compacted material below the disturbed surface. When density tests indicate that the dry density or moisture content of any layer of fill or portion thereof is below that required, the particular layer or portion shall be reworked until the required dry density or moisture content has been achieved. 0 11. COMPLETED PRELIMINARY GRADES • All areas, both cut and fill, shall be finished to a level surface and shall meet the following limits of construction: A. Overlot cut or fill areas shall be within plus or minus 2/10 of one foot. B. Street grading shall be within plus or minus 1/10 of one foot. The civil engineer, or duly authorized representative, shall check all cut and fill areas to observe that the work is in accordance with the above limits. 12. SUPERVISION AND CONSTRUCTION STAKING Observation%io ngineer shall be continuous during the placement of fill and compaction that he can declare that the fillwas placed in general conformancetions. All site visits necessary to test the placement of fill and observe comti ns will be at the expense of the Owner. All construction staking will ba Civil Engineer or his duly authorized representative. Initial and final grading st II be at the expense of the Owner. The replacement of grade stakes through con!t�w �hall be at the expense of the contractor. 13. SEASONAL LIMITS No fill material shall be plaree I d while it is frozen, thawing, or during • unfavorable weather conditiWhen terrupted by heavy precipitation, fill operations shall not be resuntil the it ineer indicates that the moisture content and dry density of prly placed m H a as specified. 14. NOTICE REGARDINRT OF GRADIN Y The contractor shall submit tion to the Soils Engi a Owner advising them of the start of grading operat least three (3) days in e f the starting date. Notification shall also be suat least 3 days in advance resumption dates when grading operations han stopped for any reason othe n adverse weather conditions. j� 0:1aG A117[Cie)aa1:1 RD191:1 69Y ribM] K Density tests madeby the Soils Engineer, as specified under 'Density Tests" above, shall be submitted progressively to the Owner. Dry density, moisture content and percent compaction shall be reported for each test taken. 16, DECLARATION REGARDING COMPLETED FILL The Soils Engineer shall provide a written declaration stating that the site was filled with acceptable materials, or was placed in general accordance with the specifications. 0 +^ViNW wnl•�4NJVWAM� ®� i[i � SN91S 01 AUN MJWO SN / S6EH6_ L a 0 • interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the • award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. • OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's Compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. • For information regarding results for individual Bids send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 0 SECTION 00300 1:llblYelNI • • i SECTION 00300 BID FORM PROJECT: 6016 SH392 & 1.25 Community ID Signs Place: m Date: • 1 LI 1. In compliance with your Invitation to Bid dated D+CWr- QLi 20_4 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5%' - 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Sidderproposes to furnish the specified performance and payment Bonds Is as, 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. -I- through i 5 0 cxs O o M 96 m nl M M c'6 M S z h Oo c M ui 7- bolnvoo O M m Ri h ca n Iona t� a vi %ncs $ _ V4 In h � N N N M M N N N N J o h y s r o S r � � t!1 h 9 7; oo po 1' as 1; to O p M R1 h m kn c'6 O' �a� Q — -� ���°�mrs inc _ Imo tl b tl 2 rc � t N I 2 1-1 • Jill aaaa°aaYgs e55 ��'s° �� � gPI, aY °—° � �' y�B t 4§ � s8 �m c zi 4 � � s i • e " c `e � r : e r e E e = r � a� s �_ee a 3A g gag 8 Y a a. M s 5 9 K (? ea! P7 e g F.g mY n W. 6de000 Vi a£ g Egg Rg } g ck g �Fj3a "� cee i�i i � `g5z 14 IS d s p s o-ICI o 0o r 1 p po m 0- m � tin � Q0 .. » » » .. » » » » « » w 0 0 00 7? =' 'n tn u� M '7' Yl -_ 0 '7 In c'6 r �r m Do rn to 00 -a-to Oo K7 m In o 9 .._ � � �" C6 �- N �" (�" * t00 Cn J o- QQ c6 O 00 o O w 9 p 13 y o h� I` o tr- 00 y ca = c r r o 3' cse - 0^ a° h S 4 m o - v r V3 - �- w a 00 M v� 1f7 CQ 7 S�� pro T M '7: —' m D' 00 5 0 p Lo 17- V p c- Thw O cn DTI`' -9940 o = 6 m J C P $ a 1 9 W J !J G W y LL y LL LL !7 !3 J N Q W Q W a W s W �R $ W 6 6 bE !J �p6 Hq � � Np IsI� yp q u 0 � � 0 Mm $yR$ Z//z6 a%$§ Ir @/ °4 Rm!- pE$ >=nap o%|) (f{J{ f{f tr- y & y \{ f§fit© i f! �| ! t| ! `# i! §|§|\ §) II 9. PRICES The foregoing prices shall Include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any Rem so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED CONTRA .RL� :r P Printed T Date _A Title License Number (If Applicable) (Seal - If Bid Is by corporation) Address -erilkctOI00 Ynsl3 Telephon{g )SJ3D^3-70(0 Email i(nVWyXitiM `t1'�Q'l1�rIY iCP.c iyhG.CbYI • SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors • • SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned L s M Enterprises, Inc. as Principal, and Travelers Casualty* , as Surety, are hereby held and finely bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $---51---- for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. 'and Surety Company of America THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 8016 SH392 d 1-25 Community ID Signs. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract In the form of Contract attached hereto (properly completed In accordance with said Bid) and • shall furnish a BOND for his faithful performance of sold Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, It being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and Its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 0 .j IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of znth October , 2019, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: L & M Enterprises, Inc. Address: 735 E Highway 56 By: Title: Berthoud, Co 80513 • ATTEST: By: (SEAL) 0 SURETY Travelers Casualty and Surety Company of America One Tower Hartford, CT 06183 / CYY3J( By: Per Tills: Renee McReynolds, Attorney -in -fact (SEAL) wa POWER OF ATTORNEY TRAVELERS) ❑arminghm Casually Company St. Paul Mercury Its umnce Cnmpany Fidelity and Gumanty Insurance Company Travelers Casualty end Surety Co.,.., Fidelity and Guaranty Immemice Unde—hocs, I.e. lrzvelm Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United Spites Fidelity end Guaranty Company St. Paul Gamdlen Insurance Company Attorney-m Fort No. 226901 cindarala No. 0 0 5 6 5 4 2 9 5 KNOW ALL MEN BY TIUSE PRE5EMPS: The Ponnington Casualty Company, St. Paul Fire and Mmwe Insumnw Company, St. Paul Guu dfim fi stertme Company, St. Paul Memory Innumnce Company, Trovelem Casualty and Surety Company, Tmvdms Casualty and Surety Company of America, and United Stales Fidelity and Guaranty Company are corporations duly organized under the laws of the Sane of Connecticut, that Fidelity and Guaranty Insurance Conµeny is a eminent. duly raga dved under the laws older Spite of Iowa, and Wut Fidelity and Gumanty Iom. Undrwribm, Inc., is a wrpmatinn duly m ortired under the leas cattle, State of Wiswmin (herett collectively called the "Companies"), And thin the Campanka do hereby mute, resslimte aed appoint Ronald L. Agee, Steven J. Ewing, Bryan K. Brim ning, Renee McReynolds, Holly Hildebmn, and Ha vole Peters of the City of Loveland , Spite of C01olado , %b tore and lawful Almmey(s)-b-Fact, each in their unperson capacity if more than one is armed abme, to sign, execure,sed eed acknowledge any um as bonds, recognimmu, wnditiomal undcamomgs and other written, ahOgamry in the nature thereof on behalf of the Companies to thaw business of guaranteeing tiro fidelity of Famous, guwameeing the performance of cantracrs end eacening ar guemn ism,, bonds and undermkin,. required or pemdned in any actions ar proceedings allowed by law. 1N WITNESS WHEREOF, the CanpWes have ..it this inswtnent to be signed it their corporate xels to be hereto oRed,this 261h dayof September 2013 Farmington Cmuaby Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insmrance Underwriters, Inc. St. Paul Fleas and Marine Insurimor Company St. Paul Gunrdlun Issue ancc Company St. Paul Mercury Insurance Compuny Travelers Casually end Surety Co.,.., Trend. Casually and Surety Company of America United San. Fidelity end Guaranty Company so rw4 �a9aB i�pm MVNn fa{ yrMwur \i ItWnrw.w S `a+a%r"•,i > IBSIan \,'C;13� S i�BAi.iRcones, ems as State of Connecticut City of Hartford as. By: d-fid A Rohn L. Ra�ui s, Via Ruben Oa this the 26th day of September 2013 halos me pemonally mpearW Robert L. Racey, who mknmvbdged himself ro be the Senior Viw Prmidcnt afFarmington CasualtyCompany, Fidelity and Guaranty Insurance Company,Adelity and Guaranty Imurence th dewriters, Iac.,Sl. Paul Flee and Marine macrame Comorty, St. Paul Guardian Inso m or Company, St. Paul Meer, Wmance Company, Trswlus Casualty and Surety Camps", Travelers Casualty and Sumty Company of America, and United Stares Fidelity and Gumanty Company, and that be, as such, being muthon ed so to do, executed the fractions, Instrument for the purposes mention wnudwd by signing an behalf of the corporations by himself is it duly Authorized officer. egon In Wilacw Whem.f, I bereumo rut my hand and mTeial aeni.My Commission expires the 3oN day of June,2016. ��� Mule C.Rarmk. Notary Pabsa 58440-8-12 Printed in U.S.A. This Power ofAdomcy is granted under and by Me maturity of the following resolutions adopted by Me Hoards of Directors of Remington Casualty Company, Fidelity and Guaranty lnwaeacc Company, Fdelty and Guaranty Imes ware Underwrbos, Inc., St. Paul Fire and Marine Insurance Company, St. Not Guardian Insumwe Company, St. Not Mor mry ]mums, Company, Travelers Cammlty and Sorely Company, Tudors Casually and Surety Company, of Arrest, and Valued Stales Fidelity and Guaranty Company, which maddens ire now in full tome and effeet, reading as follows: RESOLVED, that the Chairman, Me Resident, any Vice Chairman. my Eammse Vice t'mudmt, any Senior Vice Premident, any Vice Prudent, my Second Vice President, the Treasurer, any Assistant Treuurer, Me Corporate Secretary or any Assistant Secretary may appoint Ahomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appnimee such authority as his or her certificate of immunity may proscribe to sign with the Company's more and said wish the Company's seal bonds, recognizmces, coniracls of itdemNry, and other writings obligatory in Me ware of a bond, recognisance, or conditional undertaking, ash any of said officam or Me Board of Directors at wry time may amove any such appmiu m and revoke she power given him or her; and it is FURTHER RESOLVED, taut Me Cleamom, Me President, any Vice Chaimtan, any Eaemfive Vice President, any Senior Vice Prmiatic or any Vice Redtlet may delegate all or any part of the foregoing autharity to one or more officers or employees of this Company, provided Met each with delegation is in writing and it copy thereof is fled in the office of Me Secretary; and it is FURTHER RESOLVED, Met my bond, recognumm, cmtrmt of indemnity, a writing obligatory in the nature of it bond, receMidmn¢, or cooditiowl undeneking shall h valid and binding upon Me Company when (a) signed by de President, any Um Chahman, any Executive Vice Pmvdent, any Senior Vice Resident or my Vice President, my Second Vice President, the I!,mat rear any Assistant Tremmen the Corporate Secretary or any Assistant Socretary and duly masted and soled with the Company's oral by a Smeary or Assiment Secretary; w M) duly amended (under send, if implied) by ow ar mom Attorneys -in -Fact and Agents pursuant to Me power prescribed in his or her comments ce their certificates of authority or by one or mom Co.,, offieces pursuant to a wrihen delegation of amhorty; end it is FIIRTHRR RESOLVED, that the wartime of tact of the following off care; President, my Executive Vice President, any Senior Vim President, my Vim President, any Assistant Vice Prealdwq any Scaetey, any Muiatm[ Smeary, and Me at of the Company maybe affixed by facsimile m my Power of Attorney ar to any cerifcale relating thereto appointing Resident Vice Presidents, Resident Assistant Sweeten- or Agomeya-In-Fort for purposes only of eucuting end naming bonds oM undertakings and ether writings obligatory in she mature Masi end any each Power of Atmency or ced fimm beanie such factiodle sigware As facsimile tad shall be valid and binding upm flee Company and any such power ao ememed end cer4(ed by such facsimile signature and facsimile scud dWl be solid ash binding on Me Company in the future with saPect m any bond or undemmnding to which it is attached. 1, Kevin E. Hughm, Me milimigned,Amiatmet Secretary, of Farmington Casualty Co.,.,, Fidelity and Guaranty Imurnme Company, Fatality and Guaranty Imairmce Undmwrits, Inc., St. Poll Fire and Madne Insumncx Company, St. Paul Obsidian Insumme Company, St. Peat Memury Insurance Company, Travels Casualty and Surety Co.,-,, Travelers Casualty and Surety Company ofArmrica, and United Stams Fidelity and Germany Company do hereby cerdly that the above and foregoing is a bee surd emmet copy of dos Power fAft., am must by mid Companies; which is in full farm "it officer and has not been revoked. Ind TESTLMORY WHRRROF,I have hereunto met my hand and WirW tLp seals of heid.Campades Mu PAth dayoff aOO,tirn_l_.ar—_ ,20 A-. oA Kevin H. Huehea,AaWmnt Secifflinty To verify the authenticity of this Power of Attorney, call 1.8a0421-38810 a contact ua in www.imselerabond.com. Reese refer to Me Anomey-]n-Fact number, red abnw-named individuals and Me details of Me bond to which It power is attached. SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: �_ 1 q s Inc. 2. Permanent main office address7_�a�`II 3. Whenorganized: IM 17 4. If a corporation, where incorporated: Co10rado 5. How many years have you been engaged in the contracting business under your present firm or trade name? �>I Au- wi /1 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: r��ltuww.r '1 8. Have you ever failed to complete any Work awarded to you? Ivy If so, where and why? 9. Have you ever defaulted on a contract? No 0 If so, where and 10. Are you debarred by any government agency? -'n If yes list agency name. 11. List the more Important projects recently completed by your company, stating the. approximate cost of each, and the month and year completed, location and type of construction. �'t= ach n� • 12. List your major equipment available for this contract. ao.Flnrhu�{ 13. Experience in construction Work similar in Importance to this project: N'i' AV"O.Cy4Y"1ATF Pr 14. Background and experience of the principal members of your organization, including officers: cQ i� c�hrwen� C. � \ •i ,� � \ ! ; I!! §. - E ( }»\\\\ } ® ! ;[mm . |) !! ;}!I 0 0 Ll 15. Credit available: L] I��►ifil�.;%� . - --t � � . � t�.R�1T�i!i,�i�[b sn. 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? its 18. Are you licensed as a General Contractor? If yes, in what city, county and state? Se%e tid}acy MZVx+ J What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? nmil �' "/• • And to whom? %yrt SkAns 20. Are any lawsuits pending against you or your firm at this time? �Q IF yes, DETAIL 21. What are the limits of your public liability? DETAIL I I wo �opact ) What company?F11.1iM 11 ri4- - goas &II-, Clain rAf. lour�iro $OS3T Zcv� Eu); 9-70 LiZq- -7 22. What are our coma °D y company's hooding imitations? �„��� 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any Information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. 0 u Dated at BkAnulkZD this d y�of �if �-l1YlQ.Y' , 20[q. A Company: LM t—�XlkCiryY',SLS.u[C- Title: State of l h1hy—a Or) County of LOL- t rin-cY - Printed:1IU4U5 . � 6,'1 IU.Si U-, DE.. o being) duly sworn deposes and says that he is 1 �.�;c✓rR Y11' of L� M c�Vlk2YPri�3. --TA (Name) (Organiz tlon) and that the answers to the foregoing questions and all statements therein contained are true and correct. ��}� • Subscribed and sworn to before me this, 94 day of ii -jn r ,204 Notary Public CBR140" My commission expires: N-h9-aU r,. 0 � IQ ;!! / ƒ ` ! ; � •� i | �! �24 ;If \ !!! _ ! k ; !) D� L .i m N S .W a� �x a spa "LLB p- A5 'S G'6 � os�'' = u m a r r o .5 s E E m ` C 6 c m 9 -y- VI W O W N 0 Q e EXPERIENCE ATTACHMENT C JUSTUS BEBO 305 E. Michigan Ave. Berthoud, Cc 50513 Phone: 970.532.0151 1998—Ftesent L&M ENTERPRISES, INC. BERTHOUD, CO Pnrideni / Gmeral Munger / Landscape Aixhite t a 15 Years Experience in Project Management a Supervised Projects up to $10,000,000.00 Managed and supervised projects for owners including State of Colorado, Denver Water Department, United States Army Corps of Engineers, Denver Waste Water, COOT, Metro Waste Water and Urban Drainage & Flood Control District and Various Municipalities a 15 Year; Experience in Estimating • EDUCATION Blue Spruce Academy, Class of 2000 —High School Diploma Colorado State Univery, Class of 2007 — Bachelor of Agriculture Science Best Management Practices with Industries of Colorado Certificication Certified Landscape Technichian Training CDA licensed Chemical Applicator/Qualified Supervisor AREAS OF PROFICIENCY Project Management Drainage Way Construed./Site Improvements Estimating/Schedule Grading/Surveying Construction Analysis Dewatcring Conflicts Resolution Design and Build Quality Control Trees and Shrubs Identification Customer Relations Trees and Shrubs Care and Installation Erosion Consttol/BMP's Turf Care Management Value Engineering Autocad, Photoshop and Microsoft Office 1] • Background History and Experience Justus began his career at L&M as a laborer working part time after school and summer breaks. He graduated Colorado State University with a Bachelors of Agricultural Sciences Degree in Landscape Architecture. He's also member of American Society of Landscape Architecture and completed Best Management Practices with Green Industries of Colorado. While attending Colorado State University, Jusms participated in school activities involving community services, leadership, management, communication and group building skills. His involvement developed his ability to excel in meeting objectives through use of independent action, prioritization, persistence, and leadership skills. After graduating, Justus became a full time employee in the Landscape Design/Build department as a landscape architect, estimator and project manager. His display of being proactive, self -motivated, responsible and proven ability to lead successful teams promoted him to President of L&M Enterprises, Inc. He is committed and poised to elevate and broadening the success of the company by employing enthusiasm, positive attitude and high standards to motivate staff to excellence to promote greater customer services and field operations. Justus interacts with individuals at all levels with poise and confident. His personality is punctuated with good humored, enthusiasm and excitement allowing him to be detail oriented and communicate effectively. Justus has 15 Years Experience in project management and estunating. He supervised and managed varieties of projects for owners including State of Colorado, Denver Water Department, Municipalities, Metro Waste Water, Boulder County Open Space, SEMSWA, Urban Drainage Flood Control District and Me" Districts and various Municipalities. Experience 2001-Present L & M Enterprises, Inc. Berthoud, CO Corporate Administrative Assistant/Corp. Secrofary/Treasumr • Contract Administration administering contracts worth$100,000 up to$2.5 million • Customer Service, Data Entry, Phone System, Corporate Communications with an annual budget of $50,000 • Handled Account payables/receivables up to $500,000.00, monthly • Human Resources Including staff management and hiring & training of personnel • Equipment Rental/Purchase Negotiation • Handled all aspects of Bonds, Permits/Licenses • Negotiated & managed Insurance for Business, Equipment, Personal and Building coverage's, budgeting over $250,000 annually in premiums • Payroll& Tax Administration • Administration ofWorkman's Compensation • Monthly Bank Reconciliation and balancing of accounts • Preparation of Bid's and gathering of all requirements for Bid Submission • 1994-2006 A.A.C. Adoption Berthoud, CO Executive Administrative Assistant • Facilitated start up of agency by creating necessary forms • Performed budgeting for programs to obtain contracts • Assisted with pre -placement home studies • Assisted with post -placement home visits • Escorted babies/children from places of birth to US • Performed background check on Adoptive Parents • Facilitated Introduction meetings • Administered informational meetings for potential adoptive families • Member of the Adoption Paral • Facilitated monthly support gatherings of adoptive families • Handled PR • Foundation Fundraiser • Organized Adoption Walk (Red Thread RunWalk) • Attended and assisted in Court Adoption hearings • Organized Homeland tours for adoptive families • Performed background search for Adoptive Children • Attended conventions supporting and conferring about Adoption • Taught "Lifebook" studies at China Camp and Korean Camp 41 Etlucatlon 1998-94 Colorado Stale University Ft. Collins, CO Obtained Bachelors degree in Social Work • 199294 Northern Junior College Sterling, CO • Obtained Associate Arts degree Summer of 1992 Alms Community College Loveland, CO • Business Course work with an emphasis on Financial Management 19W-Present Continuing Education Various Locations Team Building Conferences, Business Management Seminars, Computer Education, DEREK HELME 318 E. Michigan Ave. Berthoud, Co 80513 Phone: 970,532.0151 EXPERIENCE 1990—Present L&M ENTERPRISES, INC. BERTHOUD, CO Via Pre.ddent / Equipment Manager / Superintendent • Maintains fleet of trucks and equipment • Coordinates repairs with current work • Supervises crews for construction and landscaping • Develops and maintain relationships with owners • Fieldwork — Project Superintendent • Maintains plant health in nursery • Assists Customer with landscape plant choices • EDUCATION Loveland High School, Class of 1988 High School Diploma AREAS OF PROFICIENCY Project Management Heavy Equipment Surveying/Grading Trees & Shrubs Identificaiton Welding Plant Installation Scheduling Turf Care&Mainrenan. Dewateting Plant Disease Contra] Customer Relations I0 lu 0 ATTACHMENT D LICENSING/PRE-QUALIFICATION City Expiration Date Cityof Arvada Excavating Contractor October 9, 2015 Lie No. AEC753 Cityof Aurora General Business License May 19, 2015 Lic No. I80616 City of Aurora Contractor License July 1, 2015 Lic No. 2014 858691 00 CL City of Aurora Supervisor License June 30, 2017 Lic No. 2014 853687 00 SL City of Centennial Contractor License May 5, 2015 Lic No. CEN-15-09164 Boulder County Contractor License August 14,2017 Lic No. CON-11-0200 City of Boulder Contractor License June 12, Z015 Lic No. LIC-0960479-28 City of Broomfield Contractor's License October 25, 2014 Lic No. 01.44-07232 City of Golden Contractor Registration January 9, 2015 Go No. 4257 City of Lafayette General Class A April 7, 2015 Lic No. GCA8475026 City of Lakewood Contractors License April 9, 2015 Lic No. 5937 City of Louisville - Contractor's PREQUALIFICATION City of Thornton Landscaping License June 20, 2015 Lic No. 22968 City of Thornton EXCATION & UfILMES March 12, 2015 Lic No. 22434 Town of Erie Contractor License December 31, 2014 Lic No. 2670 Colorado Department of Transportation January 81, 2015 Prequalification 167A Colorado Department of Agriculture December 31, 2014 Lic No. 00512 ❑1 ❑I SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM ' W • 0 SUBCONTRACTOR SECTION 00500 • AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed • • • SECTION 00510 NOTICE OF AWARD DATE: November 14, 2014 TO: L & M Enterprises, Inc. PROJECT: 8016 SH392 & 1-25 Community ID Signs OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated October 24, 2014 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 8016 SH392 & 1-25 Community ID Signs. The Price of your Agreement is Sixty -Two Thousand Four Hundred Ninety -Nine Dollars and Thirty Cents ($62.499.30), which is the total base bid for the Fort Collins work only. Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by November 24, 2014. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement • including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documen attached. City of F Ilins OWNER YV By: Ge S. Paul Director of Purchasing & Risk Management L J SECTION 00520 AGREEMENT • THIS AGREEMENT is dated as of the 14 day of November in the year of 2014 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and L & M Enterprises. Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specked or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 8016 SH392 & I- 25 Community ID Signs and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by BHA Design Inc. City of Fort Collins Engineering Department is hereinafter called ENGINEER and will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. isARTICLE3. CONTRACTTIMES 3.1 The Work shall be Substantially Complete within One Hundred Fifteen(115) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Fifteen It 5) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Four Hundred Dollars ($400.00) for each calendar day or fraction thereof that expires after the One Hundred Fifteen (115) calendar day • • period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Four Hundred Dollars ($400.00) for each calendar day or fraction thereof that expires after the Fifteen (15) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Sixty_ Two Thousand, Four Hundred Nineyt-Nine Dollars and Thirty Cents ($62,499.30), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during • construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of • the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the • subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 0 • 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: • COVER TITLE SHEET EX-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 SITE & LAYOUT PLAN, DETAILS L-1 LANDSCAPE PLAN, GRADING PLAN, PLANT LIST L-2 TREE TRANSPLANTING PLANS, PLANTING DETAILS D-1 WINDSOR & FORT COLLINS SIGN DETAILS, NOTES D-2 WINDSOR & FORT COLLINS SIGN DETAILS ST-1 STRUCTURAL NOTES, STRUCTURAL FOUNDATION PLAN & SECTION E-101 EQUIPMENT SCHEDULE E-102 ELECTRICAL SITE PLAN E-103 EQUIPMENT SCHEDULE E-104 EQUIPMENT CUT SHEETS E-105 EQUIPMENT CUT SHEETS 13 TOTAL SHEETS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 • of the General Conditions. ARTICLES. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. OWNER: I OF FO C LINS By: GE RY PAUL DIRECTOR OF PURCHASING AND RISK MANAGEMENT t� Title: Lc✓-cLf'1 vF Pule L Date: Attest: Fwgrc City Clerk �r SE AL Address for giving notices: P. O. Box 580°oioaa°° Fort Collins, CO 80522 pproved as to For a s N stant CityAttorney CONTRACTOR: .1 PRINTED tD Title: Date: �)Oyeml r At, a0 (CORPORATE SEAL) Attest: Address for giving notices: License No.: E 0 • SECTION 00530 NOTICE TO PROCEED Description of Work: 8016 SH392 & 1-25 Community ID Signs To: L & M Enterprises, Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be , 20_and , 20_, respectively. City of Fort Collins OWNER Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this _day of , 20_ CONTRACTOR: L & M Enterprises, Inc. Title: is No Text SECTION 00600 • BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 0 0 • SECTION 00610 PERFORMANCE BOND Bond No. 106123299 KNOW ALL MEN BY THESE PRESENTS: that L & M Enterprises, Inc. PO Box W, Berthoud, CO 80513 Travelers Casualty and Surety Company of America One Tower Square, Hartford CT 06183 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins. 300 Laporte Ave. Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of Sixty -Two Thousand Four Hundred Ninty-Nine Dollars and Thirty Cents\ ($62.499.30) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 14th day of November, 2014, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 8016 SH392 & I-25 Community ID Signs. • NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. 0 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this �� day of al cN 4.�b4f. INP7t: Principal (f Tnle) & M Enterp lees, Inc. (Corporate Sea]) 035 E Hvy 56 Eerthoud CC 60513 (Address) IN PRESENCE OF: Other Partners By: n/a Travelers Casualty and Surety IN PRESENCE OF: Sur Company of�Aniev ca �S By: •VYison Hanks, witness Renee McReynolds, AtBey-in-fact (Address) (Surety Seal) NOTE: Date of Bond must not he prior to date of Agreement It CONTRACTOR Is Partnership, all partners should execute Bond. 0 • SECTION 00615 PAYMENT BOND Bond No. 106123299 KNOW ALL MEN BY THESE PRESENTS: that L & M Enterprises, Inc. PO Box W, Berthoud, CO 80513 Travelers Casualty and Surety Company of America One Tower Square, Hartford CT 06183 hereinafter referred to as "the Surety', are held and firmly bound unto the City of Fort Collins. 300 Laporte Ave.. Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of Sixty -Two Thousand Four Hundred Ninety -Nine Dollars and Thirty Cents ($62,499.30) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 14th day of November, 2014, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 8016 SH392 & 1-25 Community ID Signs. • NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this Instrument is executed in three (3) counterparts, each one of hich shall be earned an original, this y'f'" day of VeVi— - )w IN PR NCE OF' (TNe) (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: 1�iQ�sai— Al 0n Hanks, witneae (Surety Seal) Other Partners 20$. Travelers Casualty and Surety Sur pany of ica K01A PIP Reftefe MCReyno d A rosy -in -fact One Tower Square, Hartford CT 06183 (Address) NOTE: Date of Bond must not he prior to date of Agreement. If CONTRACTOR Is Partnership, all partners should execute Bond. 0 n"k POWER OF ATTORNEY TRQVELER$J managers, Casualty Company St. Paul Memory lmuraace Company Fidelity and Guaranty Imurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insuance Underwriters, Inc. Travelers Casually and Surety Company of America St. Pad Fire and Marine Insurance Company United Stales Fidelity and Guaranty Company St. Paul Guardian Insurance Company Atlorney-In Fact No. 226901 Cenbfiaate No. 005654301 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insumn. Company, St. Paul Mercury h mrance Company, Travelers County and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporation duly Marked under to laws of Ne Same of Connecticut, that Fidelity and Guaranty Insurance Company is a cooperation duly organized under the laws of the Suite of Iowa, and that Fidelity and Guaranty Insurance Underwriters, her., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby mnke, mmtmte and appoint Ronald L. Agee, Steven J. Ewing, Bryan K. Bunning, Renee McReynolds, Holly Hildebmn, and Kmole Peters of the City of Loveland , State of Colorado , their true add lawful Anomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, sed scud acknowledge any cod all beads, recogdmnces, cmditiond mdenakiags ad ocher writings obligatory N the name thereof on behalf of the Companies in their business of guaromming the fidelity of persons, gumanreeing the performance of contracts cod execvfing in gumanreeing bonds and undermkings required or permitted in any actions or pmccedings allowed by law. IN WITNESS WHEREOF, Ne Companies breve caused this instrument to be signed scud their carpomre seals m be berem affixed, this day of September 2013 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Pad Fire and Marine Insurance Company St. Paul Guardian Insurance Company 26N St. Paul Mercury Insurance Company Travelers Casualty ad Society Company Travelers Casualty and Surety Company dAmerica Unted Sates Fidelity and Guaranty Company �yan fa yr„a �LLn µe i yaary� lYay tfaa6o arnraurm �. Fjd'a01jr'je^ wmwm ramm� 4 p g N' vsr6 19514 SEA BSA :O!° �aoa v d tarry J Simcd Connecticut By: City of Hanford ss. Ratio L, army,,.mmr Vice Prommt Oo this Nc 26dt day of September 2013 berme me personally ap peared Robes L. Raney, who acknowledged himself to be the Sealor Yce President of Farmingon Casualty Company. Fidelity avtl Guerenry Imuravice Company, Fidelity and Gummny Inaumrme Underwriters, Inc., St. Paul Fire and Maria Insurance Company, St. Paul GmrNan Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United Sates Fidelity ad Guaranty Company, add that he, ae such, being antho fired se, in do, eucuted the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly nuthorized officer. p.TA In Wimeas Whereof, I hereun o set my fend add atfict, seal. � T*An� My Commission expires the 10th day of June, M16. O'OUEPr i ECTC's �&AiA C . s Made C. Tetreault. Nasty Public 58440-8-12 Printed in U.S.A. This Power ol'ARorney is granted under and by the authority of the following resolutions compiled by the Boarms of Directors of Farmington Casualty Company. Fidclity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, he., St. Paul Fire and Maim insurance Company, St. Not Guardia Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United Sates Fidelity and Guaranty Crummy, which resolutions are now, in fall forts and effect, reading as batteries: RESOLVED, Nat the Chairman, the President, any Vice Chairman, any Executive Vice President, my Senior Vice President, my Vice President, my Second Vice President, the Treasurer, any Assistant Treasurer, me Coryorsa Secretary or my A car nat Sami may appoint ARormys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such immunity as his or her certificate of authority may proscribe to sign with the Company's name and seed with the Company's seal bonds, recagnihmen, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or enditioned undertaking, and any of said officers or the Boar] of Directors at my time may remove my such appointee and revoke the power given him or her: and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Clubman, my Executive Vice President. any Senior Vice President or my Vice President may dele,me all or my part of the foregoing aM dty to one or mare officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any head, recagnizmre, contact of immunity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, my Senior Use Pr ident or my Vice President, any Second Vice President. the Tomu ct, my Assistant Treasurer, the Corporate Secretory or my Asaistmt Secretary and duly attested and shaded with the Company's seal by a Secretary or Assistant Secretary; or M) duly executed (under seal, streamed) by me or more Atmmeys-m-Fact and Agents pursuant m do power prescribed in his or her modicum or their certificates of authority or by one or more Company officers pursuant to a women delegation of authority; and it a FURTHER RESOLVED, that the signature of each of the following officers: President, my Executive Vice President, my Senior Vice President, my Vice President, any Assistant Vice President, any Secretary, my Assistant Secretary, and the seal of the Company may be affixed by famimile to my Power of Armmty a to any certificate relating themen appointing Resident Vice Presidents, Resident Assistant Secretaries or Atmmeys-in-Fat her purposes only a assuming and attesting bonds and undertakings and other writings abli,mory in the nanee thereof, and my such Power of Attorney ar certificate bearing such facsimile sigmthre or facsimile seal shml he valid ad binding upon the Company and any each .at co exeuted and certified by such facsimile signature and facsimile seal shall be valid and binding on me Company in the future with respcet in my bond or understanding to which it is marched. L Kevin E. Hughes, the undersigned, Assimmt Secretary, of Farmington Currently Company, Fidelity and Guaranty hes rome Company, Fidelity and G.am.ly Insurance Underwriters, Ian., St. Paul Fire and Marine lnaurance Company, St. Paul Guardian lnarance Company. St. Pal Memury, Insurance Company, Travelers Casualty and Surely Compmy.Travelers Casualty and Surety Company of Amerim, and United Sates Fidelity and Guaranty Company Uo hereby certify that me above and foregoing is awe and coned copy of the Power of Attorney executed by said Companies, which is in fall fore and effect and has not been revoked. LI IN TESTIMONY WI�REOF, I have hereunm set my hmtl talk �laod [be seals of said.Cotnpnoiea mix )� day of JV�F f^"" �4'k , 20. r��`♦ �O� Kevin (IS. Hughes �aismnt SmAurry O°'6.. ,� amamnim _ cj/a~ 9n 1951 e` SEALJ f 811LR,n 3 mwmwrair �gxOpp a Oi g V Ap.� ta93 To verify the authenticity of this Power of Auomey, call 1-800.421-3880 or tooted us at www.naveleniumatema. Pi. refer to the Anomey-In-Fact number, me above -named individuals and me details of the bond to which the power is marched. • SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. • ACORD, CERTIFICATE OF LIABILITY INSURANCE °A E'YYY 11/191209/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES W. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREMS), AUTHORIZED ESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. I ORTANT: B the certificate holder is an ADDITIONAL INSURED, the polic ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, Certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRooucsR Ewing -Leavitt Insurance Agency 402S St. Cloud Dr. Suite 100 Loveland, CO 80538 NAME: Renew McReynolds uc xde : 970.679.7344 Ale am S".4ZS.6180 ADDRESS: renee-neemynolds(Ill eavitt. corn INSUR lS)MMMMGOgVNUge RACE INSURER A: Cincinnati Insurance Co 10677 MSURED L & M Enterprises Inc P 0 Box W Berthoud, CO 80513 INSURER B: Cq rce and Industry Ins Co. 19410 INSUMR C: _ INSUMR D: INSURER IS INSURER F: COVERAGES CERTIFICATE NUMBER: 14-15 REVISION NUMBER: THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSULD Ra THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LM TYPE OF INSURANCE POLICY NUMBER inve MMmwYYYY MNITE A GaMnALLuwLm X COMMFIiCLY OENEiW.LIPBII.IIY CLAINBHMOE [X] OCCUR X Blkt Addl Insureds ENP0224898 DL INSURED FORM INCL ONGOING AND COMPLETED OPERATIONS 01/0172014 01101=15 EACHocWRRENCE s 1,000,00( gyE}AIBR9 FeocOlnmw S 500,0 NED EXP Amy Nm Pemm) s 10,0 PEBSDTLAL5AMINJURY s 1,000, X I B1 kt WOS GENEMLAGGREWTE S 2,000,00 GEN'L AGGREGATE UNIT APPLIES PER POLICY X JENC WC PRODUCTS - CONPIOP ADD S 2,000,00 $ A i( - ow"'uAmuTr AM•AUTO ALLOWNED SCHEWLED AUTOS AUTOS HIRED AUT0.5 X NON-0WNEDS AUTOS lkt Al X ikt WOSi ENP022489 01/0112014 01101✓2015 E. dcadml s 1,000,00 INEXLY INJURY IPw P..I S ODILYINJURYIPar..UNl S X PveWOeAU X A X NINELLALNB WMESSLYB X OCCUR CIAINEENADE ENP02248 5 EACH OCCURRmlCC $ 3,000 00 AGGREGATE $ 3,000.00 DED X RETENTIONS B womn CONPENSATIW e EMPLOYER' LMBILTTY PROPRIENRNARTNEREXECV!RR.�YqT�N� OFFICETUMEMBER E%LLUDEDR LJ NH) OF OPERATORS nelE.L. 'NIA(Mmd"In WC01939721 INCL BLANKET WANEE.L OF SUBROGATIE.L.OMEABE-MEMPLOYE 5 XM TORT CARERS ERANY AIS EACH ACCIDENT S 1 000B f 1, 0OII, 00yapwvl0eDWPAIPImN N8EA9E-POLICY LIMIT B 1 DOD DDontractors A Equipment - 95,000 Installation loater ENP022489 15 Leased/Rented Equipment $150,000 limit/11,000 ded DESCRIPno OFOPEMTIONBIL ONsIVHICM(An, MORDIGI.MdldmMRem SchWule,Nmom WP Is OW ) e: $016 SH392 & I-25 Community ID Signs ertificate holder is named additional insured as respects both general and auto liability licies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF Me ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL Be DELIVERED IN • ACCORDANCE WITH THE POUCY PROVISIONS. City of Fort Collins AUTHONmED REPRESENTATIVE TP�Vr P 0 Box 580 Fort Collins, CO 80522 Renee McRe nolds RESTEI ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD • 11 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 8016 SH392 & 1-25 Community ID Sions PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins. Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: L & M Enterprises, Inc. CONTRACT DATE: November 6. 2014 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO OWNER REMARKS: By: AUTHORIZED REPRESENTATIVE DATE 0 0 0 • SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE ON TO: L & M Enterprises, Inc. Gentlemen: You are hereby notified that on the day of , 20 the City of Fort Collins, Colorado, has accepted the Work completed by L & M Enterprises, Inc. for the City of Fort Collins project, 8016 SH392 & 1-25 Community ID Sions. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated November 6. 2014. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: , 20_ Sincerely, OWNER: City of Fort Collins . BY — Title: ATTEST: Title: 0 SECTION 00650 • LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins. Colorado (OWNER) FROM: L & M Enterprises. Inc. (CONTRACTOR) PROJECT: 8016 SH392 & 1-25 Community ID Sions 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. . 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. 0 0 Signed this day of , 20_. CONTRACTOR: L & M ENTERPRISES, INC. 0 Title: GTIN1*11 Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20_, by • Witness my hand and official seal. Notary Public My Commission Expires: 0 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: L & M Enterprises, Inc. PROJECT: 8016 SH392 & 1-25 Community ID Signs CONTRACT DATE: November 6. 2014 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20 . (Surety Company) • By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 0 • 0 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR Oln (tugs) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) 0 00 NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not Include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the conlraclor and which do net become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation ofyourexemtgon certificate and otherpeluMes trended by law. A separate certificate Is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue conflcates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Reon.lon/Account No. Ito be assigned by DOR) Pedod 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Al Trade name/Deq name: Melling address (Day, Stele, Dp): Contact Mann E-Mell wares: Fedens Employers Identification Number: Old .mouMloryarsonbect Fq Nlmaaf. I ) lack. aosaxi nuMx. COMedpwehMMnplroampMnunax Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and containing signatures ofcontrac8ng patties must to attached. Name of exempt ogee zalion lea shown on contra)) Exemp! oganivlloec =bee 9a - Addl exe of exempt omanixa kc (City, State, 2ip): MnrcApal carless atexempl onnobalki WMdpel coMad'ablephonetumper. Ptlyslul bcMion of pmlettalle (give ettuel atltlreea when apPliable antl CI&s antllsr County gee) whxe pmlect h Isralatl) smedui Month say I-, CSnmal1d MONK use Yea, na,u<lion a.n tlzle o,nplel,nn deh k I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. simanse of owns,"Imer or expanse ohm: Tflb of oxporero ohm Dele: DO NOT WRITE BELOW THIS LINE PJ Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. • r�L • • 0 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS CONSTRUCTION CONTRACT Them OFSff.RA[. CONDITIONS have been developed by mu% the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contrast Documents Committer f-UCDC No, 1910.g (]WD Edition), u a bve. Chengw m that dacument are shown by underlining teM that has been added and striking lLroogh text duet has been delay • EJCDC GENERAL CONDITIONS 191M (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 0 TABLE OF CONTENTS OF GENERAL CONDITIONS Article ., Paragraph PeS. Arad. or Nnsgorph Page, Number & Title Nuartlear Nurabor & Title Number I DS=OM ... ..................... 1 2. PRELIMINARY MATTERS � ............................. -3 1.1 Addenda.............................................1 2.1 Dehoeryflloauls. .3 1.2 Agnassent, ................................... ...... 1 2.2 cold.. rD.M.bk ..... .... ............ 3 13 Applination for luaaaat ............._,,.,,,1 2.3 Coseseensuse.al of Canoe[ IA Asbasmos ..... .... . ........... _ _., _ _ ... Thacs, Nation w P ..... ( ...... ......... 3 1.5 Bid........._..........._..............._..._2.4 Starting the Work_ ......... . ............. 3 1.6 Bidding Doeumante, -_..._......._....A2.5-2.7 B.Ibo. $unit* Constraeum 1.7 Esickfi., Repurensents ......................... CONTRACTOR.Responsibility 1.9 Boads ............................................. .... I to Report: P,.Ii. isany Sh.ddm 11 Change Ordar .... .. . .. .. ... ............... I Delivery a Certificates of 1110 ContradDecursenes, lostonce................................... 34 1.11 ConanctPrice................................. 2.8 precornaruction ....... A 1.12 Contract Tan" 2.9 Isitolly A=ptabl. Schdalse-, 4 L13 CONTRACIM, 3 1.14 dt4cfiw,................................ j 3. CONTRACT DOCUIENTS; INTENT, 1.15 AMENDING, REUSE ...... . ........ . .................. _4 1.16 Effiedve Date of the Agreement... 1 3.1-3.2 Intent - 4 1.17 ENGINM,,. _ ...... . .. . .................. 1 3.3 Me,. to Standods and Spean. LIS EbIGINERR. Consultant I fications ofT.Mi.1 Socifteme 1.19 Field Order........__........._..................3 Reputting and Resolving Din- 1.20 Gencral Requirements .........................2 crop .. i ce, ........................... 4.5 121 14..d. Wme 2 34 Intent of Certain Tinuts or 1.22.. Lines and Regulatiane, Lonna or Adjccay.....................................5 R.Suhni . ............................. 3.5 Arn.ruh, Counsel Doemnartat ........ 5 1.22.1, Legal M.fidp .............................._..._2 3.6 Supplementing Construct -23 Li . as ..................................................2 Oneueneds ......... ......................... 5 1.24 Monon...........................................2 3.7 Santa, oflDocaneents ......................... $ 1.25 NotjwofAaaud,. ......................._.._2 Lm Nati. to R..,k ................................2 4. AVAILABILrIYOFLANM. 1.27 OWNER....._ ......................... .... ......2 SUBSURFACE AND PHYSICAL CONDITIONS, 1.28 Partial Utflimthst_ 2 REFERENCE POINTS ...... . .. ......... ............... 5 1.29 PCBs._ .............................................. 2 4.1 Availability of Lands........ I ..... lr...5-6 1.30 petnolem .... ........................._.._.._....2 4.2 Subtsufam and Physical 1.31 pr0j.d"._ Coaditwm .. -__ .6 1.32a Radioactive hfitksri.l, ....... . .............._..2 4.2.1 Rap" and Drao,in . ..................... 0 1.32.E Regular Working Houra_ .....................2 4,12 Lt. inad Relmous b, CONTRAC- 1.33 Resident Ptjw RepeastanuitivA_ .... TOR Authorized: Technical 1.34 Sgenples" ............................................2 Data .............................................. 5 1.35 Shop Drawing; ..............._.........._2 42.3 Notice otDifforita, Subsowfiam 1.36 S,eciflcati . . ..................................... or Phyaiml Condifiemtl ........ A 1.37 Sub...teacb, . .....................................2 4.2.4 ENGINTIEW.RoO . ....................... 0 1.38 Substantial Caeoplatim 2 4.15 Possible Centrea, Deasonante 1.39 Sumletmentecordlitionst., ................. 2 Change ........... . .. ........................ 6 1.40 Su,P,Iicr ..............................................2 4.2.6 Possible Pti. and Tim. 1.41 Underground Facilities,._......._......_ 2-3 Adjustments .._._ ........... ._ ...... f,7 1.42 Unit Price Work ......... ......................... 3 4.3 Phsimt Coruftuato-.Uadargrouad 1.43 Work ..................................... F.0.6 . ...................................... 7 I." Work Change Dbective ,,, ..............3 4.3.1 Shown or lrtdjastsi . ............. I 1.45 Written Arecatknest, .........................3 4.3.2 Not Shown or 1ndimw4... ..... .......... 7 4A Helix.. Points ... ..........................7 Artiste or N,.Mh Page AimideorPanig'.ph Pale, Natelbu, & Title Number Nani Member 45 Aebenten, PCBs, Penrolemen, 6.25 Submittal Proaeduures; Mi Hictandmis Were or TRACTOR.Rctie.Prier Rediceactive Ivietereal ..... ............... 74 in Shop Dr"u* or sompia Submittal ................................. 16 5. BONDS AND INSURANCE ................................. 8 626 Shop Drmwirig & Semple Submit. 5.1-5.2 Porlianturi,Payment and Othw tab Review by BNOINSER, 1&17 Bond, .... . .................................... ... 8 627 Responsibility for Variations 5.3 Licrused Sureticat and Ers.; From Centnia Document . ... ....... 17 Certificaw.fimanomen 11 6.28 Related Weak Perfumed Pirm, SA CONTRACTOR.Lisibility to ENGTNMM's Review and I . . ce ................................... . .... 9 App,.M of Required 5.5 OWNER, Liability Ineaminci ,,, _9 Sabecifiada_-- ........................ .17 5.6 prparly1iiannin ce, ... . .. .. ....... ... 5LIO 6.29 Continuing the Wark_ ...................17 5.7 Bailer and lulatchine, a Addi. elm CONTRACTORS Gunned tiomil Property Insurance.................10 Warranty and Gmarmmaaa ............. 17 5.8 Man. ofCancellmien Prim.ion., ....... 10 631-633 Indeemnificatme, , , _ _ 17-19 5.9 CONTRACTOR. Rouporuibility, 6.34 Survival of Obligati orm ...................38 fer Deductible Aracei ................... 10 5.10 Oduar Special I..m .... ... ....... .... jo 7. OTHER WORK ................. ............... ............... IB 5.11 Waincrolkighti, .............................. . 11 7.1-7.3 Related Wait at Sitk, ..................... IS 5324.13 Receipt and Application of 7.4 CutducitLen .......... ........ .............. 18 Imemance Raccad..................... J04 1 5,14 Acceptance of Bonds and Imati S. OWNER'S RESPONSIBILITIES ......................... )l a..; Option m Replace,,,,,,,,,,,,,,,,,,, 11 9.1 Cown. amication. to CON- 5.15 partial Utilisation --Property TRACTOR ..................... ... ... ... - 12 Insurance ....................................... 11 8.2 Recelcentatent fENGESEEP ........... 18 8.3 Furnish Data mai Promptly 6. CONTRACTORS RESPONSIBILITIES I I Wticat Dan..............................-...18 61-6.2 ............... Supervision and SirpermundentolI JI &4 Leads and Enameamet; Rcp • 63-6.5 L.bea, Mateartids and Eqmpm am; ... 11-12 and T . ...... --- ... ...... -jit.19 6.6 Piv,,nuea Schedule ..............................12 9.5 In . on, ..... ................................. 19 6.7 Subditate, and'Ck-Equid'Itace.; &6 Chat, Order. .............................. 19 CONTRACTOW. Eapeare.; 9.7 bapcmons, Team and SiAntation, Camenractian Approval, ................................_19 bictuals ar Pneud.; 9.8 Stop or Stapend Worit. TINGINMEW. lbaluati an .... ........ 12-13 Terminate, CONTRACTOR. 6.8.611 Camcnrabai; Subtandirmclears. services...................................._19 Su,,Ii.. and Other., S.9 Limitations . OWNERS Waiver of Rights ........................ 13-14 Reeponsibilifies, ................ .... 19 612 Patent Face and Roailti, ................... 14 8.10 Asbeation, PCB., Pent.l.., 6.13 Pencil . .. .. ... ....... .. ............ .... ...... 14 Humid.. Waste or 6A4 I. and Regulations............_.......... 14 Ibulicautwo, Material, , .19 6.15 Taxes ............. . - ......................... 14-15 8.11 &idet"17.IFince.61 6.16 UseaPteemses................................. 15 Annaencrals . ................. ....... J9 6.17 Sam Cleanliness..........._........._........ 15 6.18 Safe Structural Leading ..................... J5 9. ENGINEER'S STATUS DURING 6.19 Record Document, ................. 15 CONSTRUCTION .......... ... ............................... 19 6.20 Safety and Protection .. ......_........15-16 9.1 OWNER. Rp,.Wh,e ................ 19 6.21 SioletyReprescritative ......................... J6 9.2 visiftiosite .. .......... ................... 19 622 Record Cominaniewmin Progni 16 93 Priijace, Ruffaccamenk .............. JSL21 623 Emergencies ..................................... 16 9.4 Clarifications and Intappre, &24 Shop Dreaurip and San Ideal .............. 16 tatiores, ............................... ........ 21 9.5 Authorized Variatkime, in Mk__ .... 21 15 0 No Text 0 0 0 Article or Paragraph Page Article or Paragraph page, Nmrbe, & Title Number Number & Title Number 96 Rejmun,Df.,tfv, Work ...................2l 131-13.9 Uncovering Work MENG1. 9.749 Shop Drawings, Chang. Orton; NBER. Rmimant .............. ..... 27-28 and payments ". , ............................. 21 1330 OWNER MY Stop the Week .......... 29 9,10 Determinations for Unit Priont, _21-22 13.11 Canonation or Rommml of 9.11-9.12 Donations on Output.; ENGI- DqAHr, Work ...... ....... ............ 28 NEER an Whal Imerpmeq ..............22 13.12 Coratma Parted ........................ _28 9.13 LimmiumnacrENGNEER. 13.13 Acceeptano, ofDooem WmR.. . .... 22R Authority and Reeponsibilitim, ... j=3 13.14 OWNERMayComma Dafkanhor Work .. .............. ............. ... 28-29 CffANQRS IN TIM WORK........._.......__.........._23 10,1 OWN1iR. Ordered Charge................23 K PAYMENTS TO CONTRACTOR AND 10.2 Claim Jim Adjustment......__ ....... 23 COMPLETION .......... ............. _ ............... ... 29 10.3 Work Net Required by Counmet 14.1 Schedule of Velum, _ 29 D no man an b ..................... ............. . 23 14.2 Application Jim Progress 10.4 Change OrderdI ............ .. . .. .......... 23 Payment- 10.5 Notification of Suody, 23 14.3 CONfRACfOk.Wxrmmtyof Tide ... ................... 29 CHANGE OF ......................._....33 14.4-14,7 Ravi. .1Appleattions W 11.1-113 Croarrad Price.. Claim far PYogramPaymanni_ ...... 29-30 Adjmmm.%V.i.d 14.8-14.9 Subamatud Completion .................. 30 the Week ............................. . ..... 2344 14.10 Partial Utilonainn .......... 30-31 IIA Con of the Work .......................... 24-25 14.11 Final Imaimmim .............................31 11.5 limitations to Con of the We* .... __25 14.12 Final Application for Paymml_,, .... 31 11.6 CONTRACTOR.F an ........................25 14.13-14 14 Final Payment and Aampentrum. ...... 31 11.7 Cot Records ........... ............ ....... 25-26 14.15 Waiver ofClm, ........ .............. 31-32 IIA Cash Alhownem ............... ............... 26 11,9 Unit Frtca Weak ....................... ........ 26 15. SUSPENSION OF WORK AND TERMINATION ...............................................32 32 CHANGE OF CONTRACT TIMES .............................76 15.1 OWNER May Suspend Work .......... 32 12.1 Claim for A,1jmmname.. ..................... 26 15.2-154 OWNERMayTmmmm,,. ........... ... 32 12.2 Time of the Esserim, .......................26 15.5 CONTRAcTORMsySwp 12.3 Dclrp Beyond CONTRACrOWs Work or Terminate .. .............. )2-33 Carmel . .....................................2627 124 Delays Beyond OWNER, and I& DISPUTE RESOLUTION .................................. 33 CONTRACTOX.Cmdrol ................21 17. MISCELLANEOUS..._._..__.._...._........._.... TESTS ANODWECTIONS; CORRECTION. 17.1 Giving Nfioe. ............. ....... ...... _ 33 REMOVAL OR ACCEPTANCE OF 17.2 Coertatton of Tim. ........ . ,,,3 DEFEC77PEWOM ....... . ...... .... . ..... . ...... .. .... 27 17.3 Notice of CI.i . .. . . .......... .. ... .. 33 13.1 Natiotafl).mw ...............................27 17.4 OmmulwiraRmnd . . ............. ...... 33 13.2 Amma; to the Work ....... .............. 27 17.5 Prolmainnal Fee. and Court 13.3 Two; and Intimations; Came Included ..........................._33 CONTRACTOR. Cmerafion,, ....... �27 17.6 Applicable State L.ua...............3334 13.4 OWNER. Ropenaimlities, Inunatimmu, I.ft went, .. .............. ..................... 35 Independent Tatung Loboralory.... 27 13.5 CONTRACTOR3 EXIBBIT GGA: (Optional) Responsibilitai as . ......... .. ..... 27 Dispute Rooluo Agreement .. .... ... ... ... PGAl 13.&13.7 Covering Work Prior to Impo- 161-166 Arbitration ... PGAll tion, Toting or Apinewsk ....... ......... 77 16.7 Mediation..._..._ ........... ........ OC-Al INDEX TO GENERAL CONDITIONS City of Fort Collins nambfisiRicame to the General Conditions of the Covestroatema Contend we we shown in this indes Mid. or Paragraph Number Awe'tamee or- Borid, said l.ol ........................................5.14 &fechor Woolc_ .................. ........ 104 1,135,13.13 final payment_._ .... ................................. 9AZ 14.15 ii. . ce ............ ............ .................... ..... 5.14 other Weak. by OONTfUWfOR ........ .............. 7.3 Substitutes and 'Or-Hqwar Ease ...................... ti 7.1 Work by OWNER .............................. ZS, 6.30,6.34 A. to ths- Laws, OWNER andCONTRACTOR .,..ibdida ................. I ...... ............ A site. related Work .... -- ............... ................. ....... 7.2 Work . ........... ............................. 13.Z 13.14.34.9 Aws or Onnisons., Asia, and Omissions - CONTRACTOR, .... ....... ........ ............ 6,93,913.3 ENGINEER__._..........__ ...... 020,9.13.3 OWNfil..... ............................. ............ 0.x 8.9 Addend.-dia[mition of (.I,. . definition of Specifladmist). k1,6.1.10,6.19). Ll Additional Property boamemse ................................. 5.7 Adjustments- Cosbomt Ries . Connived Sim...._ ....... .............. LS, 3.5.4.1. 4.3.2. 4.5.2 ..............................9.5.A 9.4,95.10.2-10A. .... .................................... 11.12.14.8.15.1 Agossearat definition of .......................................................I2 'All-R.V basuraw, policy form........._................5.6.2 Allovoom Cash .......................... ......... ....... 11.8 Aaaemdia, Contract lineaments ................. .. ......... _ IS Amendment, Written - in ganw.1 .... ..... I 10, 1.45,15, 5.10.5. 1 Z 6.6.2 ............... 6.8.2.6.19,10.1.10.4.11.2 .................................... * ** * * IZI, 13.12.2,14,7.2 Appel 0 or CONTRACTOR intent to....... 9,10, 9.11,10.4,36.2,16.5 Application for Paymsem-- definition 0( ...................................................... J.3 ENGINEER, Responsibility ...............................9.9 9.9 fireal payment___,.,_,.,,,._ 9.13.4, 9.13.5, 14.12-14.15 in general . 15.5 Tongan payment, .. ........ __ ........... ......... 14,144.7 review of, ........ ..... ....... __. .......... 14.4-14.7 Arbinati . . ................ 16.1-16.6 Asbostoo-- .1minns pursuant theres,, � ......... 4.5.Z 4.5.3 CONTRACTOR authorized to " Weak......... 4.5.2 definition of .__......... ......................... .. ............. 1.4 Mid. or Paragraph Notabor OWNER responsibility fill .............................45A, 8,10 possible price .wti..ch.gi;_ _4.5.2 Authetiaed Violations in Work.........". 6.25.6.27. 9.5 Availability of Lends.._... ... . ... ...... .. _ ., .4.1. 8.4 Award. Notice ofddtn4 ...................................... LZ B.fien, Seining Construction, ........ ...................... Z5.2.8 Bid -definition of ..... .. ... ........ . J.5(13, 1.10, 13,33. - .... ................ Bid&.g Domancene-dfitai6on of ..................................................A.6(6.8.2) Bidding Roquironacrits-clefinabow of .......................................... 1,7(l.1,4.16.2) Bewh- eaepanca ..... ...... . ........ .. 5.14 additional bond._,........_..._.._... 10.5, 11.4.5.9 Costol'theWeak., .......... ......... .... . .... _ 11.5.4 definitionof.. ... ............ _ ............. __ . ... ......... 1.8 d.li,ey, of ......................................... 21, 51 final Application for Payment,,.__,.,,,,._ 14,12-14,14 general ...................................... J.10. 5.1-5.3.5.13, - ...... ..." ........... 1. 119.13,10.5,14.7.6 Parlociamace. Pilview and (%h" ........ _ ....... 5A-5.2 Bands end In is Rowel ........................... Builder's ik '611-nk' pokey form,......_.._.. .. .. 51.2 CannallationProvisions. inaturnamic.... Cash Allowances ................................................... J1.8 Certificate ofS.1simmeal Completion .... _J.38.630.2.3, .... I-- _ ........ ......... ............. 141. 14.10 Certificates oflaspeatim... ....... _, ..... P. 13.4, 1 IS, 14.12 CantifimuesofInsaminq .... ........ 21.13.5.41). 5.4.13. Ch.g. in Commas Pike - Cash Allossawas clean fix Fine adjustment ..... ...... 4.1. 4.2.6.4.5. 5.15. 6.9.2. 9.4 . 11111 1. _95.9.11, 10,Z 10.5.11,2.13.9. ...................... J3.13. 0.14,14.7. 151, 15.5 CONTRACTORe f as ..... ................................... 11.6 Cast of the Weak Several ................................ .............. 11A-11.7 Eaclusaimsest,_ .................................. . .... _11.5 Cost Resents ................ ........... .................. .... 11,7 in general . ........... J.19.1.44,9.11.10A.Z 10.4.3. 11 Lump S. Pri.ii&......................................... 11.3.2 Notification of Swwy............ ..................... 103 Seepe of. ............................................. 10.340.4 Testin, and hisodion. Uncovering the Work .................................. 119 J E 0 0 Unit Pei. Week............ . 11.9 MNTRACTORll' . ..... .. . .......... . 0 0 Article or Paragraph Number Value of Work .................................... ............. 11.3 Change in Conrad Them - Claim for times adjustment AJ, 42.6, 45, 5,15, ... 1-1-1 6.8.2, 9,1, 9.5.9.11. 10.2. 10.5. 12.1, ............... 119.1113.1314, 343.15 151.155 Coarwaral it.. aim its ..................................... 12.2 DOM beyond CONTRACTOR'S control.._._......_ .... ... . .... ... ..... .. ... ... 12.3 Delays beyond OWNISIV. and CONTRACTOR. control . ... ...... ... ......... . 12.4 Notification of =cry .. ................ . , 10,5 Smqx cfchange_...................... .. 103-10.4 Change Onde, Acceptance dDefectre Work ._ 13.13 Amending Contract Dormant ..........................3.5 Cash Allooverces 11,8 Change of Common Prim .................................... 11 Change of Contract Tim. ................................... 12 Changes in the Work.. .. .... --10 CONTRACTOR. [m. M6 Con .fthe Work ...................................... ll.411.7 Cost Records ....... .......................... ............... _11,7 definition oC ..................................... ........... 1.9 amorgermi es .......... .. _ ...................... .............. 623 ENGINEER.rmparnsibilby .... .. 9.8.10.4.11.2. IZ I "maron of ......................................................10.4 Indarrunfictor, ........ ..... _ ..... _032,616, 631.6.33 Insurance; Bonds ...................... 3.10. 3.13, 105 OWNER may term mwc_ , .................... 15.2-15.4 OWNER. ResFcofibility . ................ 5.610.4 Physical Coo fitiomu- Subsurface and ............................. .......... 4.2 Underground Fa.iluucs...............................4.3.2 RemadDecomenh _!M Scope tel'Chan,q_ . ..................... 10.340.4 SuIxtitut as .......... . .. .. ........ ..... ... .... . 6.7.3.6.8.2 Unit Rim Work 11.9 ,.I.. of Work covered by .................. .............. 113 Changes in the Work., , jo Notificaron ot'surety, 10.5 OWNER. and CONTRACTORS rwpmribilifi§...... ........ . ............ ...... ... . 10.4 Right to on Adjustment ...... .......................... .. 102 Smile ofchsnge._ 103-10.4 Chance- .,mm CONTRACTOR,, 616 against ENGINEER ....... . .. .. .... .............. ... 6.32 .,.m OWNRP ....... .. ....... .... .. . ... 632 Change ofCcarvact From ........................... 9.4. It 2 Charge ofCmtract Times .............. ........... 9.4,12,1 CONTRACTOR, 4. 7,1. 9.4. 9.5. 9.11. 10.2. 11.2.11% 111.119,141, An.]. or Paragraph Number CONTRACTORS leddia ....... .... 5.4. 6AZ &K 6.31 Cost of the Work....__..........._..._.._._.... 11.4,11.5 Decisions on Dispones ............................... 9.11,9.12 Dispute Resolution............................................16A Dispute Premium. Agreement_ 161-164 ENGINEER as initial interportor ... .... .. .... .... . 911 Lmap Sum Pricint ....... ji 3,2 Nor. a 173 OWNER!a ....................9.4, 9.5, 9,11,10.2,112,11.9 1. 32.1, 13.9, 13,13, 13.14, 17.3 OWNER's liability . ... ... ............ ... ..... .. ... .. 5,5 OWNER may refuse to make payment_ ............. 141 Prokssioml rass and Court Cents Included, , 37.5 ,minst for formed decision M ...........................9.11 Subarre Items....... .................................... 07.12 Tim.re,eivereents, .......... .......... ............... 9A I, 12A Unit Prim Work. 11.9.3 V.I. of 113 W.w. of... Final Payincol ................. 14.14,14.15 Work Change Dimmiv.. ................................... 10.2 withen notice, required .....................9.11. 1 LZ 12.1 Clarifications and .... __J.6.3, 9.4, 0.11 Cham Site ... ......... .............. ........ 0,17 Codes or Technical Society, Oopenisation or Asseemb on ................................................. . 13.3 Cornommornmerit ofContact Time, ......... __ ........ ..... 23 Cannouricati.� general .............................................. 62, 6.9.2, 8.1 HmardCominsmicatiorProgram n, ................ ..... 0.22 Completion - Final Application for Payment ................14.12 Fri.[ Inspection. .. ...... ... ... .. ................. lUl Final Payment and Ametims, ..... ......... )4.13-14.14 Partial Utilization, ...........................................14.10 Substantial Completion ............ ....... J.39. 148-14.9 Waiver .Claims............................................14.15 CompursomettefTinto ,, .. .. .... ..... 172.147.2.2 Concerning !lubmwarmaton, Suppliers and Others., .......... ......... ... ....... Confromme- initially acceptable sched.1m ............ ....... . ........ ;L9 promerstrucuor, ................... ..................... ;LS Conflict. Error, Ambiguity. Discrepancy - CONTRACTOR w Report ..... ....... ............ ;.5,3,3.2 Constructoort, before startuel, by CONTRACTOR ............. 25-27 Construction Machinery. Equipment, am .................. 4.4 Onatincern the Work ..................... 629. 104 Contract Doetraimes- Amending..........................................................315 Bands �5.1 EA= MNFI.AL MM710IM91910 8 (IM MMOR a/ ON OF PORT =M WDIFICA111 M (REV 91�i9/ Cash Mich. or Famgmph Number Change of Cameroon Rnme .................................... 11 Change of Convect Tonak__ ..... _ 12 Changes in the Work ................................ 10,410.5 .1m.k.ndv.fy ........ .............. ......... .... .......... 2.5 C1.6ficatecom and Wer,sonamns ..... ....... ........... 3.2,3.6.9A, 9.11 dcfinitxan of .J.10 ENGINEER as initial aatcr,,cb of 9.11 ENGINEER as OWNEW. m,ameantati . . ............. 9A goneow Ineuranx._ ............. _ ....... .5 3 Intent.................................................}.1.3.4 minor variations in the Work.. . ....................... . . 3.6 OWNER-, reapmuibility to ftarai.h data 8.3 OWNER.mapunsibility to ranks ,prompt Payment . . ......... ............. R3.144,14,13 pnc.dcn . .............. . ....... .................... .31. 333 SecondDocusecoma............................................09 Refinew, to Stendand, and Specifications .fTeahnical Sacmtmq ...... ............................ 3.3 Related Work ....................................................7.2 Reporting and Resolving Disomencies. . .2. 5. 3.1 ReuseoC .................................... .. .. . ........ .. . . 1.7 Supplementing .................................................. 3.6 Teranivationt ofENOMER. Ecaploysacal . - 8.2 Unit Price Work ............. ....... ....... 11.9 larmaicam34.6.23, 6.27 Visits to Sim, HNGTNIIffiVq_ .... ... . ... .. 9.2 Coated Rica- .cipatestra of__ I.S. 4.1, 9.4. 10.3, 11.2-11.3 Change of..._..... ....... .. ....... ......... , , , , "I I Decision an Disputes ....................................... PA d.finition 0( ......................1.11 Contact Times - adjustment of ..........................3.5. 4.1. 9.4.10.3, 12 Changa.( ........... ........... .......... 12.1-12.4 Coco mmoseenceat'r 2.3 definition of ......................................................1.12 CONIRACTOR- A..pta...f1n.ac-- 5.14 Comm ..i.Mone....................................... .2.6.9.2 Continua Work ....................................... A.29,10.4 coordination and sailmebuting ............................6.9.2 d.f.ifi. of .................. ........... . .................... 1.13 Limited Reliance on Technical Date A.0awimel, ............................... 4.12 May Stop Work or Tesociecaus.. ___ ........... _15.5 provide site ascess w cthani_ ..... .. ........... ..72,13,2 Safety and Pnowd an ................... 43. L2, 6.16.6.1 S. 6.21-6.23.72. 13.2 Shop Drantruct, and SasnpleRavievs, Rim to Sob. itak .......................................An Stop Work roquirevents.. . ...... ....... ... . . ..... WNTRACTOR, Article or Paragraph Number Coopernsation, .... .......... __ , . , , , I I IA 1.2 ConthromagOblignat cat .................................... 14.15 Dstac . Woes .... ... J).6, 13.1613.14 Usty to contact do'&, wark 13.11 nuortaftepart.- Changes in the Work caused by fore,gency . ....................... ... ..... ....... 6.23 Defeat, in Work of0thw ................ 1.3 Diffising condition, ................................... 4.2.3 Discrepancy in Documents, ....... 2.5.3.3.Z 6,14.2 Underground Facififies not ouIhMh4,_.,_,.43.2 Emergencies ... _ ......... .... _ ....... ... .......... 0.23 Equipm ant and Machinery Rants]. Cast orunt Work........................................... 11.4.5.3 Fes-ComPlue, .................... ..... 11,43 6,115,1,11,6 Gcoarad Wamenty and Gswunard".......................6.30 H.,d Communication Programs .....................622 I.Jantruticati . .......... .__4.12,6.16.6.31-6.33 Inspection of the Work ............................... 13,13.4 Labor, Mtarial.aral Equipment ....................63.65 L. and fmafivficaa, Compliance by ............ fi.14.1 Liability Instance. ............................................. 5.4 Notice of Intend to Appal ......................... P.10, 10.4 obligation to perform and cumplew the Work..........._........_...._.._ .......... ........ A30 Patent F.Md Rqahics, paid g, by ................. 6.12 Pe,fosomem, and Other Banah .. ..... ......... 5J Permits, obtained and paid for by............ ......... 0.13 Progress; Schedule...........................3.6. - ---- I_ ........... 6.29, 10.4,15.2.1 Request Is, formal dii.. disputes .............. 9.11 Reap isia- Changes in the Work__ ........ __ ...... ,10.1 Conceding Subcontractors. Suppliers ending OthTera......_........................... 1 .0..26,99,410.1.Contnu UaW.capo..................... 41CCNTRACOW w..........................0.7. CONTRACTOR' Oatmeal Wasmant, and Guinan too 6.30 CONTRACTORs review prim w Shop Dnawaag . Semple astcuittel ................. 625 Cooschn.U. of Weak ............................... 6.9.2 Emergerwics, ...................... . ................ 6.23 ENGINEERS evaluation. Substinew, ar 'Or-Equa? Imans . . . ..... .......... ... _r,7.3 For A is vad Contact. .rO[ha rs ............................. 0,9A-6.9.2, 9.13 for deductible amwnyieawana __ .... $.9 general ..............._._..........._.......A 7.2.7.3,8.9 Hezardoes, Cownwaniction Progrues ........... 6.22 hadvarefficatics, .... ............................. 631-6.33 0 0 0 • Labor. Materials and Equipretil, 0,34.5 CONTRACTORS-INhc, ,, _ _ _ , _ __ .... .. _ __7 Larva and R.Blaucna_ ..................... 6.14 Contractual Liability beacertacq ............5Alt) Liability bosunilmoic ................... ...................................3.4 Contractual Time Limila . .......... ............... ............ J2.2 0 Articles Perotipph Nurnber Nodre drariation from Contract Docaunconts, ..........................................A27 Patent F. and "In . ............................6.12 Parerite .................... .............. ................... 03 Program Solicitude -.6.6 Record D...nft 6.19 related Work performed prior in ENGINEER'. approval .1 required sulenittals ....... .... ........... -- ........ 0.28 .& annoraid leading ................................ 618 Salley and Protection .......... ... _15.20.7.Z 13.2 Safety ........... .... 6.21 Scheduling the Work .................................. 6.92 Shop Dnoring,.nd Serplea, ........................ f,24 Shop Doneirge and Sorepl.. Review byM40DWER ................. .................... 626 Site Cloul . ....... ................................ 15.17 Submittal Procedures .......................... ......... 6.25 3.1n,ruit. Corutico Mathda and Procedures .... ............................... A72 Sot and 'Or -Equal' I"q ................ jS7.1 S.Parintandione .................................... ...... 0.2 Supervision....._ ...........-..... ...................., , 6.1 Survival of Obiligetions,_., ......... _ ........ ...... 634 T. . .........................................................6.15 Tcaaand Itemptoction.. ,,, , . 133 To izpw .... ... ... ........... ....... ...... 2.5 Use oM=i=g .....................0. 166. ill. 6.30.2.4 hnnica, prior to Shop Doomong ce %m,lc Scholl ......................................... 6.25 Fight toadjuarl par thenges in the Worl&,, ... 10.2 right to claim.._....... :4, 11, 9.4, 9.5, 9.1 1, 10.2,1 I ........ .. I 0.12.1.13.9114.8, Safety and Protection,,,,,,,,,,,,,,,,, j6.20.6.22,7.2,13.2 Safety Rapresermativa.,__ .. ....... _ .... .... .......... 6.21 Shop Drinainliatul Strophe Soho Wall, .. .6.24-6,28 Special Consultants IIAA Substitute Coral Methods and Prvocciurce,ii 7 subuillues and 'Or-Eqcal' I., Expen . .... ....................................... 6.7.1, 6.7.2 Subcontractors, Suppliers and Othinti, .... .... 0.8-6.11 Supal and Superintendence........ 61. 6.2, 6.21 Tom Payment try,._......_.__.__..._.._...._....... 6I5 Use .fFromi"s, . . .......... Waromotimand guaranters, .... ....... .... ... _03, 6.30 Warranty rl .......... 143 Written 14.6. Fetched - CONTRACTOR orep Week ca reentrant ....... 15S Reports of Differing SubearMte, and Phymcal Conditions . ....................... 4.2.3 Subountial Conopletion,. .............. 14.8 Ail Article or Paragraph Number Coordination. CONTRACTOR. respronsibility ........................ §.9.2 Copies ofDocuments...... .... .................. ............ A2 Correction Period ................................................ 13.12 Correcum Removal or Acceptance, or Dfii'A. Work. - in general_10.4.1.13.10-13.14 Acceptance oMfocri. Work .........................13.13 Correction ce R..I or Dirftcftir Work„ .............................. 6.30.13.11 Correction Faded...._............ 13.12 OWNER May Correct Defillfiriv Weak J3,14 OWNER May Stop Work .......... _ ................ ... 13.10 Cold - of Teat and Inspectionat ... ................................13A R..d.11.7 Coed of the Weak - Bonds and ircurimcce, raiditical .................. 11.4.5.9 Cash Diaccoatt ....... .. .......... ......... .............. 11.4.2 CONTRACTOR',F. .11,6 ReopI.Y.Expenses., , .. . .... _11.4.5.1 E.I.i. t"_ ........... ......... .. . .. ...... .. ......... 11.5 umeoxlll.4-11.5 None office and ovirtecal capon . .................... J1.5 L.. and 4 11.4.5.6 h4charml,andepournoncot ...,.11.4.2 M. c,cpc . ............... . . . .... .... .... .... ;1.4.5.8 Payroll coen, onchanges.__.........__.__......... .11.4.1 performed by ..... .... . ........... 11.4.3 Rc�cnhl Rmuds of construction, equipment and reachirtery. , , , , . ... ..... 114.3.3 Royalty Nmts, permits and It.. faci ...................11.4.5.2 Site M. and temporary fitiodid . .. ......... ... 11.4.5.2 Spoomil Conandointa CONTRACTORs. _J 14.4 Stippl.accortal .... ........................ ............ .. ., 114,5 T. related to Ill. Weal(� .. ........ _ . ..... IIA5.4 Tana and Inrpectim .......... .............. J14 Trade Discount. ................ ........................... J14,2 Utilities, fuel and annicary lacilific; .......... .. j IA 53 Work after regular hour ................................ 1141 Covering Weak _13.6-13.7 Commutative Remedies-, .......... . 17.4-17.5 Cutting fitting and patching, ..... ......... ....... 7.2 Data, to be ficnichalf by OWNER ..... .. .. ... ....... . . 91 Day-defi.iti. of 1112 Dominant on Dispaxtes, ............. .......... .. 9.11.9.12 4I4icefer-didirlition of 1.14 olocthat Work - Acceptance of .. ........... .. .. .. ..... ...... 10.4.1.13.13 Correction or Removal .f_ - J04.1,13.11 OWNER, Reposesnustive ........ ....... .. .. . ... 9A • Correction Period......_......._._......_.............J3.12 payments to the CONTRACTOR, in postal .. ... ....... .... .. .... ..... .... _13,14.7,14.11 Responnubility fa,.................................,. 9.9,14 Recrantandmion of Payment....................1d 4, 14A3 Artide m Paragraph Number Obeennatiort by ENOBNEEk ............................... 9.2 OWNERMoy Stap Work.......___... ... - ... ...... 13.10 Prompt Notice orDefooss, ..... .. ................... 13.1 Retesting .......................................... 9.6 Umcnarring the Work Dolitaition. I Duk'ya ............................ Delivery dfBoada.....................................................2.1 Delivery ofcanificaus of nostrums............................2.7 Ddanairunince far Unit Prim ................................ 9,10 Differing Subsurface or Physical Canditiorus,- N.6. of _4,23 ENGINEER, Review......................................4.2.4 Passible Contract Docurnaress Change.............-4 2.5 Possible Prim and Timm Adjusurents,.. _4.16 Dis.,vand.Roporting and Resolving 15.3.3.2.6.14.2 Dispute Resoluton- Agreass.t, ......... .......... . ............. .......... 16.1-16,6 A,bosti on ..... ........... .... ......................... 161-165 g..116 Mediation ............. ........................... .............. 16,6 Dispute Resolution Agreement ................ ....... 16.1-16.6 Disjuses. Decisions by ENGINSSR. ......... _,9.11-9.12 Docarearts,- Copies of ............. _ . ... ..... . ........ .. 2,2 Rm.,1619 R,. of ..... ....... .... ..................... ........ 3.7 Drowats".11cio. at......_.......................... 1As Enscannas .................................................... :41 Effective done of Agreement-- definition Qf ..............).16 linterprews .. ... ................ ..................... ...... 4,23 ENGINEER - as unit al anteroater . dismlea .............. . 9.11-9.12 definition oC .....................................................1.17 Linniusune, on ortharit, and nuparmildloi . ..... 9.13 Rephomentat of ............................................ -.3.2 Resident Project Repaconnatisc... ............. .... .... 9.3 ENOMMR. Consultant - deftnitiont .1 1.18 ENGINEU.- saturant, and rospoombility. lunitah. 9 13 Authorized Varianswes in the Week ....................93 Change Orden, responsibility Rr __9.7.10.11,12 c1mification. ad Int.,proation" " 3.6.3.9.4 Decisions an Disputes,.._........__ ... ........... 9.11-9.12 &ftarise Work, notice o.................................. . 131 Evaluencts of Subffthutc Items ..........................07.3 Liability...................................................6.33, 9.12 Noti"Wosk is Acceptable...___ _ _ _14.13 Obser,nomm..........................................030.2 92 Article a Paragraph Number Rospasibilitim--Linniustiom M . ............... P.11-9.13 Review a Reports an Differing SuWarliam and Physical Condition....._..........._......... 4.14 Shop Dmaviaf. .4 Samples, review raspreasibility.__ ................... Stores During Connotation- whancesti vqoigasoaa; in the Work ..................9.5 Clarifications and Interpretations, _9.4 Decision. ca Dispute ................... P.11-9.12 DeteratiAraicus, on Unit Price, .................... 9.10 ENGINEER as Initial interpreter.__.... 9.11-9.12 ENGINEER', Reeprusibilid as ................ 9.1-9A2 Linniesucas an ENGINKERs Autfunily and Rcearresibilitica_ 915 OWNER. Rpreemanti ve ..............................2.1 ProjectRVamentahve, - . 93 R.jo.IirgDqf,ch.Wcrk. ............................. 9,6 Shop Dottwi.,,A Chmrc Orders and Pay...% .................................. 9J74.9 Visits to Site.................................................93 unit Price dateresuranioneq 9.10 Visits to Site ....... ..... ...... ........................... ...... 9.2 Written consent rasquitrc4 _ .......... _.7.2,91 Equipment, Labor, Materials and .......... M.5 Equipment rentaL Cost ofthe Work _ , _ ........ 1,4.5.3 Equivalent D&WiRb and Equinmaj ........................4.7 .. or . wines .................... ............. ............... 033 Evidence of Financial Arnngementp .......................R11 Raplorations ofphysiml orraditionat,...,.... .... _ ........ �#.2.1 Fee, CONTRACTORs-CosesPia ..........................)14 Field Order - definition of, .... _ ........ ............ ............ )'19 issued by ENGINEER........ _........ _....... .... 3.6.1.9.5 Final Application far Payment .............................. 14.12 Foust Impecti . . .................................................. Final P.Mant- ard Acceptance......_ ...... ...................... 14,13-14.14 Prior I., for ml, .11cassam...............................11.8 Genteel P. stars ......................................... . 17.347.4 Gerantilk,unments- dermiticat oC..................... ___ ............ . ...... _ ... 1.20 Principal rof ... car to .. ... ....... 2.6.64,6.6-6.7.6.24 GM, Native 17.1 Guarantee of Work -by CONTRACTOR......_ 6.30,14.12 Hazard Coonsaunicams P,.gr.a ...........................422 H..d.. Wasue, defitution of .......... ....... ...... ).21 general .. .. ...... 4.5 OWNER. onsponabilily fa........_.....................A.10 • 0 0 I* Indaranifiration ... . .. .......... .... 4.1Z 6.16,631b33 Initially A=pmbk SchWca,,, ... _29 Cerfifi.vital of ... .............. 9.13.4.115. it 12 Final.............. .................................. ......... 14,11 Article or Paragraph N.I., Special. required byENGINERR ..........................96 Taut and Approvid ............................. 4 lumnan.- Accaptance.f. by OWNER .................. ....... 5,14 Additional, required lb, dung. in the Work..__ .......... ............. ........... 11.4,5.9 Before starting the Work.......,..._..._.........._..,.. 27 Bads ad.-i. general.._......................................5 ConcellAfloolarovismate , ..................... .......... - 5.8 C.rdfiente.of 2.7,5,53,5.431,5A,13. . ...... . ............ 5,6,5.5.8.5.14.9.13.4.14 12 noraploW oparationq ........................54,13 CONTRACTOR!s Liability ............. .... . ........ .... 5.4 CONTRACTORe okjont. to tovers,,, . .......... 5,14 Conlonewed ljobihly, , ,. ... , , , . _ ,, 5.4. 10 deductible ...W. CONTRACTOR. ree,moneildlity ................................................5.9 Final Applunt. for P.y..k .........................14.12 Li.ad I.mure as ............................ .. .............. 5.3 Noi. rcquiunnarte, ..WW thaugge 5.9.10.5 C,efion to Raplaoe. ... _ ............. __.. __ ........ 5.14 other :,cei.1 mensance,_ .......................... 5.10 OWNER. fiduciary for i..A 5.125.13 OWNERs Liability ............................................ 5.5 OWNWs ReWousibility .......... ......................... 8.5 Partial Utilization, Property Insonaraq...............5. 15 Prutxrty. ................................ ............. _5b-5.10 Receipt and Apdication ofInsurarem Pr.dk ............................................. 5.M5.13 Spacial Inearan" . ......... ...................... _ ..... ... 5.10 wmivcr oflulus .............................................5.11 "ton" of Convect 3.1-3.4 Interpretations and Clarifinalicaut ........ ..... 3.63.94 Investigations of"phyeiral conalitior, ............. ............ 4.2 Labor. Materials and Equipment.__._..._......... 0.3-6.5 Unda- and Ei.serneat . ... .............................................. 0.4 Availability of . ................................... ....... 11.9.4 Reporta and Icame ... ......................................... ttA Law, and Regleficta.-Lava, or Regulati.. Boreds........................................................ 5.1-52 ChanScu, in the Work ...... _ .... ............ . 10.4 Contract Docuracents, . ............. _ ........ CONTRACTORe Roqon.11,11ni as ........ 614 Coartation Piddfd. Work..._ ..... 1312 Cat of the Work. ovate._..... ............ j1,4.54 definition of, ... ... 1.22 San ... 16,14 I.d..if.tim 6.31-6.33 Reference to 3.3.1 Sauey and Prowl . ................................ 620.13.2 S.b.anotore, gealeare and Oflan, ........... 6.M.11 mid.carparagnmPla Number Testa andluep.tionts, ............................ ..... 113 Use aMaataa.................................................416 Visits to Sift . ........... ............ .......................... -9.2 Liabilikyl.a.r... CONTRACTOR..... ...................................... ..... 5.4 OWNSWe ... .................... ..... ............ .......... ... 3.5 Li...d S..fi.a and Ie.,.* 5.3 Li... Application for Progress Payment......_......... . 14.2 CONTRACTOTs Warranty ofTile_,,.__.__... 14.3 Fired Application W Paymcon ..........................14.12 definition oR 1.23 Liraivafiona on EMINEM. authority and ,espore,biliti. _ .. .. . . ...... ............. .... ........9.13 Lautcal R.H.r. by CONTRACTOR Authori,oad ......................................................4.2.2 lalminteream and Operating Manuals - Final Amlimcian for Payment ......................... 14.12 Manual. (of th.)- . .... .......... 3.3.3.1 R.faranca to in Contract D..at ..................3.3.1 bdaurad, and pip.eo. famultod by CONTRACTOR ............................... 0.3 not moor,aarand in Work...._._ ...................... . . 14.2 Material, or eqaiM.t-.cqd.len}..........................0.7 Meduh. (Optional) ... ........ _ ........................ ........ 16.7 holflastonee-definition of .... ............... .......... .... _324 Mis CompaestionofTimee, ...... _17.2 Cunud.tiw Reandi as ........................................ 37.4 Giving Notice....................................................17.1 N.U. of Claim......__..........._ ........................ 17.3 PwIl.ainnal Face end Court Crete Included J75 Multi -prime contows, .......... .................................... j Not In. co Indicated ......... .. .... ... ............. #.3.2 Notice of- AomptalailityaProject........ ...... ....... ............ 14.13 Aourd dahnsfice, of,.._ .............. ...................... ).25 Clean .... ... ............ .................. _173 Defoom.13.1 Differing Subsurface or Physical Condition; ..... 4.2.3 Owing..............................._..........................III Teets and Impouican, 13.3 Variation, Shoe thawing and Smpl; .................4.27 Notice to Procol- d.fi.ai. .( ........................................................13 .26 giving0( ............................................................2.3 • Notification to Surety._..._......_ ... ........ ...... . . _105 twithig, independent ............... .... ..... ........ 13.4 Olaar iona by ENGINEER ............... ........... 930.9.2 me or MV.,y Oomp&nuyofdwWcrk_ .... _._ ..... 5.15, 630.2.4,14.10 afth.W.,k, ................ 5.15.6.30.2.4,14.10 Ornion.cam,tabyCONTRACTOR ...............09.9.13 w tum cmuat ar appeay.1 Open Peril pokey Iona. Insuneaw.......................... 5.6.2 reeptired . ....................................... 9.1.6.3,11.4 Option to Replace_ ....................... ..... __ .... ____534 Miele or Paragraph Number Equal, Item.......................................................47 Other wok I Overtime Work—prohibilian CC__ .............. .... .. . 63 OlVNER— Acce,tan. daieficu. Work ........................... 13,13 .ppew . ENGINEER ...................................... 9.2 .a fiduciary ....... ......................... ............. 5.12-5.13 A,.ilitbilil, of Land, nespensibility .................... 4.1 dermitim a(., .............. ........................... ... 1.27 data. furnish 8.3 May CweatWfih, Work ............................13.14 May rdi. to make paiyenervi........................... 14,7 May Step the Work .... ................................... J310 May Suspend Wark. T.nnimma Payment, make prmpk ........... J.3.14A 14.13 performuma of othce work ................................. 7.1 permits and ficamae, reunmenig, ........ 0,13 P.-haned immeamea, nNuirea-mai OWNER, Acceptance ofthe work.____..................0.30.2.5 Change Orders, obligation W ancout .......... A.b, 10.4 Coneruniami..' ................................................ 8.1 • Coordination of the Wark— 74 Dhiput,%requestfendeeisiaL.......... 9,11 inspections, leak and appmvals......._.,.......0.7.11.4 Liability lmamm� ..... .......... ............. 5.5 Nan. of Defieva .............................................. 13.1 Reprosimuntio,.-Diring Covistructim ENGINEER. Status 9.1 ........ ..... .................... Responsibilities— Aabanos, PCBs, Petroleum. H..d. wwle w Rudiansive hutenal R10 Change Orders ........................................ ..... 8.6 Changes to the Work ....... ........................ .. 101 communications CONTRACrORsixesponeibiliticai .......... ........ 8.9 eval.nm of fimm.i.1 m-mingennuttR .............. g1l inspection, Wets and ppoo,al, � ................. J3 insumam..................................................... 5.5 M& and cmam.aq .. .. .. .. .. ..................... 8.4 prompt payment by,_ ____ .. .... .. _...._83 ,placement ofENGINEER...........................8.2 napona and testa ................... .... ................ _8 4 mop - suspend ........... Igg. 1110. 151 terminate CONTRACTORS 'ervioa ..... .. ............. ... SA 15.2 separate rapoaacalmiv. tml ..............................9.3 xl �ofilfftPiA comillom 1910.8 0"o mpitnna .faTTWMTMLl.=M=CAlTMQkRV9" 0 • 0 Article or paragraph Article wParagraph Numl,cr Nmalow written notice required.._. ...... ............ 7 1. 9A, 9.11. 11,2.11.9.14.7. 15.4 PCBS.- drfoutiam ........................ .. ................ 129 gim.nal ............................................. ................. 4.5 OVINBWS mip .. ibilily for, ............ ... 8.10 Nolist utillratiam- &fmitima or ...................... ...... ................ ... .. 1,29 goomal 6.30.2.4. 14. 10 Roparty lmaomm. . .. . _...- - ... - .... ... .... .. 5.15 Patent pairs and Roo rim ....................................... 6.12 Payment Benda_. .. .. ...... . ........ .. .... ... .... . . 5.1-5.2 Fiamarma. Ramnantardaton of.............. 14*14.7, 14,13 Payromb to CONTRACTORand OunpIction- Applitraticat lior ProgressPerymenu .. . . .... ........ 1+2 CONrRA=R.W&nmmty.fTffl. . 1 14.3 Far.) Applicm. for Piromok ......................... 14.12 Final 1.apfi on ... ....................... ............... _34 11 Final PaymantanclAcceptram, ............. 14.15-1414 genial.... ............. ... ................ ....... .... ..... 0.3,14 Partial Mhutim, 14,10 Rartainaga_ ......................................................34.2 Renirw of Applusucas for FrogroasPainnents ..... ..... ... .. .... ......... 14.4-14 7 prompt Payment _ ........ ..... ........... ...... _ _ g.3 Schcdule of Values ... ........... ................. 14.1 Subtainual Completion-, _.1 14.8-14.9 Waives ofClaims............ - ............... .. ---14 15 whon paymem, du, .............................. . 14.4,14.13 withholdingpitymern_ , , , , , ,,, _14 7 Rif... Bonds......................... .. . ... .... 5.1-5.2 N.Ar ............................ ................... ... §.13 Permit.- ginarmil ..... __ ..... .................... .............. 4.5 OWNMVs inpormobility for.............................. 18.10 Phy.iml cmidition, DrawingroLinarrelatingtq_ 421.2 ENGINEER', ima, 4.2.4 oxiaturs strommon, ............ ... ... A 2.2 Simmal 4.2.1.2 Nods of Difierin, Sulsurfiim or, ................ 4,2.3 Pmaibl. Common Dominants Chiingit ...............42.5 Possible Rim and Timm Adjustamortq ..............4.26 Reports and Drovingit ................................ ...... 4.11 Subsurface mid .& - .......................... .......... .-AZ Subsurface Conditimv, . . ........ .................. .4.2.1.1 Toolmi.1 Daia. Limited Ralianim by MWEACTORA.111cifired 2.2 U.der,mund Rimlifiet, Sincral.........................................................4.3 NaShown wl.dii -. --- .... 4.3.2 Pourartim oL....................................... 4.3. 620 Mown m Imlited ...... ........ .......... ...... .... ...... 431 T.hrucal Data 4.2.2 Ramsttuaim Corrado ............. 11 ..... 1-4.2,11 Preliminary Mattes_ .. ... . ....... .... . .............. . ...... 7 Ralionamy Schedules .............................................. :2.6 Frannim. U. C.-- - ., ---. - ....... . Rim Changer- Crdmq .... ..................................II Prim, Conarmdelmition of_ .... ......................1.11 Progmia Payment. Application, for ..... .. .... .. _J4.2 Pm,mw Payment_ nazi.W 14.2 Pro,rari schadul, CONTRACTOR*,... ....... 2.6.18, 19. ........................ 6,6.6.29. M4,15.2.1 Prcj=l-&finitioaof...,._ ...... . ........ . ................. 1.31 Rajas R0cim-m -aRntsativo- ENRapoa 93 wit-de PojmaativeRaidfinitioof.......1.33 , prompt payment by OWNER ..................... 83 limpanybermancia.- Additional ... ....... .... .... ......... ..... ..... . ......... .... 5.7 genua15,6-5,10 Partial Lififift an .. . ........ .................. 5.15.14.10.2 rompt and epplimokin ofprmmn0 ............ 5.)2,5.13 R.11m,non, Safety end .............................. fi.20-6.21, 13.2 Rom lirl .........................................................14.11 difiatimt .17. ........ .......................... ............ J.32 Senen,14.5 OWNER'.n.vornitality fa........._....................5.10 RammmemdauorrofFny rod ............ 144,145,14.13 Record Dommonta, ...... ... �, 6 19.14,12 R.wda procedure. for antint i.4 ....... ..... ...........2.5 Refin.. Pi.N ....... ...................... ........... ........... 4.4 Reference to Stanclucla and lipecificarficam, .fT.hni.1 Sarkni an .......................... .............. 3.3 Ragulationa. Livammmi (cr) ...................................... 614 RtortingDef,eftwe Work ... ... .. .... .. .9.6 Related Work - atSilla .......... ......... ................ ........... ....... 7.1-7z Performed prim to Shop Drawings and Samples submittal, reAw .................... A28 Rmrod,oi, munilatim .....................................17.4.17.5 Imminrl or Corronficit .1Dfmow Work 13.11 mmul.,.mt, OWNBR.,,rxwa[ .4Wd_j1A5.3 mphomnutt ofENGINSM by OWNER ................... 8.2 Remotiag and Reaarlv.& Diane mwmi ................................ 25. 3.32, 614.2 Reports - and Drawings._ ... .. . .... ... ....... ..... ___ 4.2.1 .it Tanta. OWNW.rspaitailailiry ..................... 0.4 Resident and Project Rap msrmtmiv&- definition or........_ .................. ................ ... J.33 Iff"Vi4kil for- . ................. ... I-- .......... . ....... ,.?-3 Article or Paragraph 0 N.b. Article or Paragraph N.b. Resident Superintendent, GONTRACfOR4.... ..... ..... 6,2 Rospmmilhilitias-- CONTRACTORs4n gtnmal 6 ENGINEEK.i.s..4 .. . .... ...... . ................. 9 OWNEW.m . ..... . .. .. .......... .... . ... .. .... 8 Immums, 141 Tm. dDocumonta 37 Review by CONTRACTOR: Slhop4oains and Swpl. Prim to S'ubmittsl .......................6.25 Roma, ol'Applications For Progress Payments......_ . ....... .......... ... ... 14.4-147 Rightwanadjoaarnent .... ..... ....... ..................... j0,2 Rightadw.y --4.1 Rr,altim, PeronF.cs and......................................Al2 ,Saf, Srnrmm.l Loodirg ..... .......... ......................... fM sarety.- ard Nomoti . ........... .................... 4.3.2,6.16,6.18, 6,20421.7.2.13.2 gene......................... 11.1 - .... 11 6.20-6.23 R.Pr................................................... CONTRACTORk ......................6.21 Samplm— definition of .......................................... ............ 1.34 S.o.1 ........................................... ......... 0.24-6.28 Review by CONTRACMR .... ........................... 6.25 Ravi. by SNOMEER .............................. ", 6.27 ,.I.wd Work....... .............................................. 0.28 ffuhnaimal of...... ....... ... _ ........... _ .,.. 0.24.2 aubmittal promdumq ............... ......................... 0.25 Schedule d,ro,rcs............................. 2.6,2.8-2.9. 6.6, ................... 6.29. 10.4. Mll SchWum 4�hcp Skewing am S..Pl. Sobroion l 6.246.28 Schod.m of Val . . ..... .................... __7.6,2.84.9.14A S6od.k, Adh.. to.................................................15.21 Adjusting.. _... .......... ... ___ ... 0.6 Change ofContract Timm.................................104 Wti.HyA.,Vt.bl . ...................................... 2.8.2.9 Prelimi.ary ........................................................ 2A So.;. ofCh..Sa 10,3-10,4 Subsurface Conditions ........................................ 4.2.1,1 Sh,Doaww,s- and Sarapms, ganaral ................................624.6.28 Change Otdcra & Applications for Payracota,=A� d.finition L .......... .. ........................... ........ ..... 1.35 ENGNEW..p".] f_ 3,62 ENGRGEW.respoWbUity for review mlQmdWxk.-- ........ ...... .. -.- ............. ..... __ ..... 0.28 ,Mow promduq............................... 2.k 6.24-628 submittal muired ............. ._ ...................... fi.24.1 S.bm,ml Procedures ............................... ......... 6.25 . to approve substim6ma..............................6.73 Shown . I.diwk Sim iwoaa . .... ................. .. . ................ .......... 7.Z 13.2 Site, vi.itaw- by ENOINEER, , , . , , , . , -9.Z 13.2 by m1h . ..... ... , _ ... . .. .. ..... .... 13.2 .. of I.& policy faro, inourance ......... ... . ..... . ..... . .................. 5.6.2 d,firutiono[ ............... ...... .. . ... ........... ...... L36 sp.ificatims- Mood.....................................................1.36 of T..hni.1 Sooldma, f... to_ _. .. _ _.3.3.1 prmulcom, ................................. . ................. _3.3.3 .Aardards and Spmiftootims rfTeoh.ical smieti" .........................................3.3 Starting conahuclion, Befor, .............................. 2-5-2.8 Starting the Work .. .... .................... ............ 2.4 Swp or Soapard Work - by CONTRACTOR ...................... 15.3 by OWNER ..................................... tS. 13.10,131 Swaag. ofmalimh ard oquipment ............ ....... 4.1,7.2 Structural Loading, S.LV .................... ............. ..... 6.18 sabMtrwm, conow.ing. ................................. d.r.iti. of .................1.37 Mays 12.3 S.1,,unWatam.-i. W.1.1 ................. ............ _.6."ll 11.43 sub.mala- Applio.tima, f. P.Yrat ................................. 14.2 Me,.uxmrae and Operation Ma..14 .. ... .. .... 14.12 Pr.md to . .............................................. ........ 0.25 Pro,. Sch.duma, . .................................... 2.6,2.9 Samples . ..... .. .... . . .. . , .. ...... 6.24-6.28 Schedule .rV.lue . .................................... 2.6,14.1 SOhM.I. ofShop Drawing, and Semple Solhaniamoo, ,2.6.2.8-2.9 Shop Drawin86......................................... 6.24428 S.bw.ti.) Cplofi.-- cartifioation c(,_ .................... _6 30.23.14.8-149 definitionof................... .... _ ........ _ ............ 1.39 Subotioub, Coruarmxim Methods or Prooadurd, ...... 6.7.2 Sobatitoms and "Or Equal- Uno ............ . -., ..... &7 CONTFACTOR'sExpm,u; ............. ....... ... 0.7.1.3 ENGINERWaEa.l.ti . ...................... . .... . -6 T3 'Or -Equal 6.7.1.1 Substiouto Cmutruction Methods 1-1 L le • • I0 Ll 0 0 Adid. or Pue,poph Numbs a Procedures_ . .................................... .... 0.7.2 Stibmit.t. hown, .......... _ ........... ........ .. Sulisurfam and Phmil Cooditiors— Drme,mgpe of. I. or tolsoij; to._ ............ ......... 4.2.1.2 ....... ............................... 42A geomol_ 4,2 Limited Riclumm, by CONTRACTOR Awhoi�izcd .. .......... ........ .......... . ... 4.22 Notice of Differing Subawf.m a ay.i.] Condition...._...__ ........ ........... ....... A.2.3 Physical Condition........._ ............. . ....... .... 4.2.1.2 Possible Cootnit Documents CheW ............... 4.2.5 Poieibl. Prier andTimm Adiwatemeatk .............. 4.2.6 Reports and DInvinge,, ... . ......... ... ...... _4.2.1 S.b.fine it �4.2 Subsurfnm Canditimeem the Sitc_ 4.2.11 Technical Date supmisim— CONTRACTOR, taImnsibility ..... .. .. .. .. 6.1 OWNERAMI mot nifeeim, ........................ 8.9 ENGINEER.A.11 mat suparvi . ................ 9.2,9.13.2 SmIetim-dool 2 Superintendent, CONTRACTM. raddook ...............0.2 SuMicermit.1 mat.............................................. )1.4.5 Supplamormory Cotditiom,- delmition o(. ....................... _ ............ ...... 1.39 principal oof .. I. I. ................. J.10, 1.18. ZZ 27. ... _ .... __ ....4.2, 43, 5.1, 5.3, 5.4, 5.6-5.9, ................. 5,11. 6,& 6.13. 7.4. 8.11, 9.3, 9. 10 Suppletereting Contract Dommem, . ..................... 3.6 S.Ppher— d.1miti. oC.................................................._.1.40 principal ref temom IQ ........... .. --- 1.. —.1— ........ I ...... 0.24.9,13,14.12 Witi,or ofRighu ..... ................. ................ ....... 0,11 sw.ty— moterit to R.1 paymem, .......................)4.12.14.14 ENONSEXIIm moduly to ................................9.13 NodEatim a._._._.,......_._,.._,.._. 10.3.105.15.2 q.1ificamon of..._ . ................................ .. .5.1-5.3 Survival of Obli...tin&......................................... 35.34 Suspect W.,X OWNER May ......... __ , _ 33,10, 13.1 Sitimmim. of Work end Twommation .......................15 CONTRACTORMeyStop Work or Terminate . .......... ..... ..... ..................... 15.5 OWNER May Suspend Work . ..... ....... .... .... 15.1 OWNERM,YT.mao� ................. ....... . 15,245.4 Taxes-Peymmt by CONTRACTOR_, ............ _0 15 Todimi.1 Dew — Limited Mi.. by (7ONTRACTOP, ................ 4.2.2 Possible Nioe and Timm Adjoetmeme—, .......... 42,6 Reports of Diffori% Stibeirfie. and Physical Cmidiliom, . .. ....... .. ......... ........ 4.2.3 zb I'mepo., moWte;ti. fmilidl............................ 4A Attiole or FwQ;raph Nu.1 Termination -- by CONTRACTOR ........... .......... .......... ..... .... 153 by OWNER ........................................ 8.9, 15.1.15.4 .17ENGINEEKs employment...._......._,....... ,0.2 S.,mmoodWork-in gemeid! ...... .............. __ ... 15 Tome. end Adjectives . ........ ............ ................ ..... 3.4 Teem .4 Irespeetiore.. Amen w the Wait, "am, ..... CONTRACTOR!s rMimesiblities ...................... 13.5 mn.f 13.4 to,mmg Work prior to .................... ... .. .. 13.6-13.7 L.. and R.Iodimoos (.) ................................ 13.5 Notice of Defiam. ............. .............. ....... 13,1 OWNRRMwyStar Work.__ .... ...... . . . ........... 13.10 OWNER-e independent testing...._ ..............._..13.4 special, mpimil by B OINRRR..........................9.6 timely notice mquire4 .... _ .... __ ....... .............. 13.4 Uncovering theWk. et ENGINEER. ,Nmeet . .. ................... 13.8-13.9 Timm— Adj"u,, .........................................................4.6 Change of Commit' Compunice ...............................................173 Comned Times —deli ititm of ...........................1.12 day 17.2.2 Milcol . Is ........... ........... ... . ................... __12 Rxquirememtw- appetts"_ ...... .. .......... .. ............. P.10, 16 elarilicaticos, diiiim,eermddi,w,� ................ 9.11,11.2,12 Cme.omm,mmtQf47,em,mtTJmn- . .. ..... . 23 Premmnudioo Ctmf . re . . ........... ............... ;.$ .hod.1 Is . .............................. 26,2.9.C6 StertiogtheWork, .. _ _.. , ,24 Title, Wim,iody of..,...._......_.,.,......_............_........ 14.3 Unoov.rio,, Work......................................... 13.8-13.9 Undargrowd Famlitim. physical CoodiLme, dirlmitio. .f............... .............................. ...... JAI Not Shover, a Inclosted 4.3.2 pmaccow of.... ...... ........... . ...... .. .. ... 1,3,6.20 Umt Pi. Wok — claim...... _ ...................... . .... ....... ........... 11.9.3 denoilm. of .....................................................1.42 goem,11L9.114.1.14.5 Uoit Price.- S.0111.3.1 Do"i'mimm' f . ........ ...... ........... 910 Use ofPrmiws, ............................. 6,16.6,19.6302.4 Utility omom ........ ...... ...... 4,13.620,7.1-73.13.2 Utilitatme. Pairual ......... ...... .. 128.5,15. 6.302.4.14.10 V.I. of the Work ..................................................11.3 Velum. S'h'dW' of r .2.6.2.8-2.9.14.1 Variah. in W"k-Menor Autheriud ................ §.25,6.27.9.5 Article or Paragraph menaber Visiu to Sib -by ENOINEEP . ...................................9.2 Waiver of Claim, -an Final Ny..t ..... __ ........... 14.15 Wsiv., of Rights by Inaured parthoo ................. p. 11. 6.11 Warranty and Ouermtec, General -by C(NTRACTOR OM Warranty of Tide, CONTRACTOR.__ .... ................ 1413 Work - byothera, ........................................................... _7 Chang. in the .................................................... 10 Continuing the..................................................6.29 CONTRACTOR May Stop Weak or Tenth . ve ...... ............... ................ ....... 15.5 Coordination ( .... .......... . ............................... 7.4 Can efthe.............................. .................. jl.a-11.5 definition of ......................... ........................... 143 negloomul by CONTRACTOR, ...................... .... AS 14 otherWork ............................. .............................. 7 OWNERhbYSlop W01k-, .............. ............. - 13.10 OWNER May Suspend Work ...................13.10.15.1 Related. Work at Site ....................... ...... 7.1-7.3 Starting the .................................................. -._2A Stepping by CONTRACTOR .............................A5.5 Stopping by OWNER.,__ ___ .... __ ..... J3.1-13A Variation and deviation AuUpwi" minna ........... i.6 Work Change Directive- claim, purnmet W .............................................10.2 clefittifi.c.f . ....... 1"" principal reforcum to,.....- .......... Wdtw.Atpo.d..b- delfieftUto 0( .............. ...... ................................ 1,45 principal rolieronoom or, .............. ........................ §.6.2.6.81.639,101,10.4, - ........... ...... 111 12.1.1332.2,14.7.2 Written Cl.fiG.ti.and Inbryrdedone................................... 3.6.3. 9.4. 9.11 WrittonNolideRequaval- hyCONTRACTOR ............................7.1, 9.M9.11, ' 1" 11.2. 111 byOWN09R....................9................. 1,0-9.11,10.4,11.2.13.14 r ant rmnm commom 1910.8 (IM =mom V OW OF MT MlLM MOD@IGTTM (REV 909) 0 0 0 (Thie page left blank inmmimally) • i1 L_J GENERAL CONDMONS ARTICLE I-DEFINMONS Whenever used in these Genital Conditions or in the otter Counted Docmnents the following tams have the msnmgs nalumted which am aWlimlile in bah the singular and plural thereof: I Addenda -Written or graphic instnmtents round prior W the epeniig of Bids which clarify, correct or mange the Bidding Requirements or the Casmmt Enaments 1.2. Agreemmslhe wditm contract betwan OWNER a i DO JIACTOR coverer, the Weak to k perfmmeb don Contract Documents are eti shed to the Agreement endmodeepatib.fsspravidedal in. 13. AWWlwanon for Paysmra=rlr [ caned by ENGINEER which is to bet d by CONTRAG"fOR m requmirig pcgras a foul pymaisa and which ie to be s¢mnpmud by such capWreing documentation m is mquncel try the Commm Do arm, 1.4. Ashessos-Aty maUrial thatcmtainmore thin are cabnmona.babst ral a friable or is rck isir,.1.9. 6kre the eb above .urea notion levels mablivhd by the thurcd Sno-s Occupational &fdy and Heath Administration 1.5. Bid-Tha o11k a pmpnal of the bidder mbnniaed m dneprnalbed fan sem, foM the prigs fa theAl.,k to kperformed 1.6. Biddigq D umreao-The advediwoWre hVimtion to Bid instructions an biddem the Bid form, and the propaxd Contract ➢ currents (inaludug all Addedn issued prim to rtceipt of Bids). 1.7. Bidding Requiremene.-The advetimmmn or invitation mBid nutrue ionsw Midas:, and den Bid form. I S. Bonds -Performance and Nymem bonds and other inswummtanfxcnhy. 1.9. Change Order -A document neammmded by ENGINEER which is sw d by CONTRACTOR and OWNERand audar. on addilim deletion or revaiar to the Weds, or sa adjustrent In the Curtained Fria or the Camas Tines, imral on orator theEBative Date ergs Agreemml LM Contract fbchmnnls-that Agmemm( Addenda (which pertain to the Coined Deoumenua), CONTRACTOR': Bid (mad damnamtion aaanpmyhryt da Hid end asry pas id docmnematinn sulanittd Prior w the Notice of Awned) when attached sat an caluba to the Agro ntmt the Notice to Prated, the Bond; these General Condition the Supplementary Coditimn the Specifimtio.s and the Dmwings m the ptcucaeranw. wemtnous mtoa Ovmeddma sane. are more epsci6caRy identified vs the Agrmmmt eider Walt all Written Amendments, Clmge Ordais, Work Change Directives, Field Orden and ENOINEER's wind. integaaatlom aid clardiceEms issued poronanl to larigrople 3.5, 3.6.1 and 3.6.3 on or after the EQeutive Date of the Agmenord. Shop Drawer, suhmitm6 approved pwneN to ywgrephs 6.26 and 627 and the roxwee and dmwings retained to in paragraphs 4:2.1 ad 422 are nor Conrad Doctmaita 1AL Connote Price -The moony: payabk by OWNER to CONTRACTOR for co nplaiw of dw Work in samrderae with the Connect Doonmenm nv sound in the, Agreement (subject to the provision of parogmph 11.9.1 in the case ofUntt Prim Work), 1.12. Ceraraa 'Times -The munbers of rays a the dams meted in the Agreement () in achieve Eubsmmiel Cmnpleans, anal (a) on complete the Work se, that it is ready for final ymam as evWemsd by ENGINEER'. waineraom n meMsturn of foal Wymem in accedence with paragraph 14.13. 1,13. CONTRACTOR --The pmori fan or corporation with whore OWNER has ertmed Into the /grmmmt 1.14. deective-An adjective which who. modifying den wad Wak that i t Wak alto oturn to the Contend ntend a deficient o dirt it doss net c e romp re the Cmmea Daumems a alas rid meet the re ppiremema of any inethe ora act Eica standard cos or appmal neterted to EG EER. Oaammta io hair bent demagd grin w ENGAIEER's or the Frconon 9f foal paYmat (Unlessed b, OWNER for da Substantial Con thereof hni bran assumed by OWNER at Sukmntid Crmpkdm h ansundmm with paragraph 14.6 or 14,10). 1.15. Drawings -The dmwirys which grow the xope, eamt and character of the Weak w be fumehed and perfamd by CONTRACTOR and which have been prepared or.pp,.d by ENGINEER and ere refe.ed to m don Caurad Occasions . Shop drawings ea not Dmwingsansodofmod 1.16. $pdcdav Due of the Agneaant-The date indicated in the Atpoement or which it bossism effective, but if no such date is antiviral it meant the date on which the Agreement is signed and delivered by the lac N the two Was doaigo and denva IAA ENGINEER -The pasmt firm or curperation mused es shah m the Agracr net. ]AS, ENGINEER, Caoaftaa-A prior, Earn or alpaca heatug .anima with Eonders RwfumM xrvices es INOINEER§ iideyerclem pot Om1 ai socime ed mmuh in the upped to the Pmjact aM wln identified essuch nure Supplementary Cpwinpn 1.19. Field Order -A wriaen code issued by ENGINEER whrh orders mum changes in the Work in xcadahu with pane 9.5 but which dos not involve achagemUm Cmhed 'cearthe Cemad Times. • 0 • • 0 1.20. Genonl hagtdremaras-Smton of Division 1 of the Specie®tma. 121, H smallmu Wash -The tear lismrdcus Waste shall have the mesrwg leovided in 9eetim 1004 of the Solid Waste Deposal Ad (42I Sedum 6903) as amended iron time to that. 1.22, !mat and Ragolmiom; Lens or Regubaoas-Any and all cWhoublo laws, mle; mguktom. aolmeac a, mdea dad W k. of any end all govemmmMl bodies, agermim autoritks and meat hev'vgjwadictim 1226 faeul llolidvvs-.dss0 be thou lwlidava observed by an, any of Fort Coll e 1.23. Lens -Lima, dace , seamy mtereeM on encumbmrmsupm seal propvty orpa.1 property. 124. Mikstme-A Tactful event specified in the Contact Dammam am repining W an imemudiate completion date or time (aim tp Subseeme.l Compldim of all the Work. 1.25. Moom afAwant-A written ratio by OWNER W then sent wccaafol bidder aelirg that mm canphmm by tlw apparent sumanhal bidder with Ne mrdntona pomdent cmanemted themiR within the time apecified, OWNER will sign and deliver the Agreement. 1.26. Mon. to Proceed -A written action given by OWMiR m CONTRACT'OR (with a mpy m ENGINEER) fixing the laic on which the Concoct Times Wal commenm M run and mwhidn CONTRACTOR Sall ear W pert CONTRACTORS obligation urda the Contract Pamunenm. 127. OWNER -The public body or mahoray. u�tl�vati.A am cation, fuse m pram with when CONTRACTOR los seared am the Agnmmmt and for wham the Work Is W W prwded 1.28 Partial Untlmtian-Utt try OWNER of a suhiwindly completed part or the Work for Ih pupae: far which it is intended (or a related puhpom) Prior 10 Substantial Canpletim al ull the Wok 129 PCBs-PolychlWimttd biphst . 1.30 Poovkma-Pvto4eum, mau i ng audc oil or any fiaatim thereof which W liquid at daMxrd conditions of MmpvaWre and possum,(60 degrees I'manhut and 14'/man& pa square inch eboolue), each as oil, waoilm,fueloil,od duam-h add ml atkertnadW u oil mixed wiu, dher „m-ffaardoua�Vaaa aw ands, oils 1.31. Pvgad-The WWI mosm aim of which the Work W be wevidtd under the Comma Docm us, may be the whole, er a pan as inlirsted elsewhere in a. Contract I)oaunems 132 a. Radmxdav Muterlol-Sauce epmlel nudes. a bypnttftd ouncrul as defmrd by the Atomic Energy As, of FaCOC OFNFIUL CONpTOt619108 (19m 6dliml 2 w/OTYOP F00.T WLIlNYMODa1CAT1011a(alV VIOnO) 1954 (42 USC Sedum 2011 et sect.) as amended been timetofuee. I326 Resof Worki Horne-Rmular warkihaams ere neDamsamoundinthe GenealRmuvements, mu 133, Resldmr Pn'eal RaynrerralNe-The authorized em"Wcmetive o[EN INEER who may be Wagwd W the mtear eery pen thcomf 1.34. Smnpin-Physiml exmnplca of mawmis, apipment. or werkm oWp that am r"nancative of ot sopase uof the Work and which csfbGsh the sardnrdc by which such pmim M the Work will be rvdged 135. SMp Dmmags-All dmwirga, diagrams, illuslmumv, cohd lve and other data a irtf etron which arc nifieal fvmm d or eaembled or for CONTRACTOR sulmaWd by CONTRA OR W illuarmsomapura nofthe Wok. 1.36. Spacflcatiaas--Those portions of the Com ad Doo morns mmi�rg of writfn technical desm'lliom of materials, oquipmem, mmsructim u swoon, dot seed and workmamtop as applied m the Work and mnaio admmisbutwo details appbwble Ourno. 1.37. Sibonrmsel.An individual, Ern a corporation having a dbad embed with CONTRACTOR or with other Subcon mmr far the pdm r. of a part of the Work a the site 1.38, Su6mmdal Cm khm-The Work (a a sfClfied part then o has p�rar��rruuwwd to to point where, bt the opinion ENO ER a evidmeed by Work is cm avhdcmmd by Om1 payment pan 1.39, Sappkmrsuay ConaW.-The ppeert of the ocumeRs Caramel Dwhich xmenrks or supplements these G.1c.tclaw. 1.40. Supplier -A mmufacbcmvr ftruse., suFplier, distributor, mmerieMen or vemla hoeing. direct contract With CONTRACTOR or with any Subcmtrector M human materiels err equipment (o be meaepamled an the Week by CONTRACTOR ormq Subeontra tor. 141, Umlwgmmd FMIums-All Pipelines. enluim ducts, tables, wins, nnalale% vaults, W,&A Wmda a otmr inch fam'lars or aMchmenes, aM my rat nu aminch f amount, which love been kafEed Waiargmnvi to furnish eny of the following services or materials : electricity. gns4 atom, liquid pamAcom d'e Nodaw Proroedisgivmcmthedyindicudinlhe praWea, Wafture, ar other canmumartice. cable Naiontohoned. ANdketo Proceedmaybegivenm televidon, swage and drainage removal, maQrc or oft= may time within thirty days alter the ERe Live Date of the cannot syddnsawater. Agreement - - - - - «exwax�»«unietl-reds-dq 142 Unit Prlre M nk-Work to be paid fen m the basis d-Ridcram, nr tha-ftrad, day-ogertheRifed ve fate of u ch picca of the-Ageanenh whieheva den, is<mlier: 1.43, Work -TM wire cmaplded condition. ar the Soon, Wok: various sepmetely identifiable ppaanpma then of n a merl to M fumisMd under the Centred 1Jacmnents Work includes 24. CONTRACTOR shall sort to perform the Work .it is the result of pc[wming or funushing labor and on the dam wMn the Cmdmd Tmmw commerce w rim. fimrJefdrg end —sNrmomfi% materials, am avc, mw into but an Wark shell W claw et the ate prior W the data m the mimivcgmeerdpmformirg a fmniddng services and which Inc Cmbact Times andr. to can punishing dommema all as mgiird by the Contrast Dommmm B f. Marling Conamine.: IA Work Clam,,e Obeed.-A wrinen dimctivc to 25 EcWm undemaking each rt f tM Work, CONTRACTOR .�,W on or after the EEeedive D tc of CONTRACfOR stall carefully study and concede the the rumor and signed by OWNIM and recommended t rust f3auamch and dieek and vmfy patmatt by] ordering an ndditio, delelbn or rcvido figure shown thereon and all applicable field in the Wert:, or responding W diR'ervig or to. memeremws CONTRACTOR shell promptly repot in physical c aditwm cater which the Work m W M writing W RNGR4RFR arrtyry adflim arar, ambiguity or radfannd im pwidd in rmamph42 a 43 a to dtsmepanq which CON'' ACTOR may discover and wergend.. under pamgmph 6.23. A Work Change shall obtain a written inmgimuchan or clmificatien fan Directivewill net change the Contract PrimorlheCmtraa ENGINEER before proceeding with m Work adectd Times, tat ie evidence that the fettle uvpere that it. th;r ' however, CONTRACTOR ahell rent be liable w ,h.,c directed or decumemd by a Wark Clagqu OWM1'RR., ENO1NIM for Ohiretoreportaer.onliat, Dveotive will lid incorporated a a suboduanmy hided! on", ambiguity a discropancy in lid Commit Change Order folloaug noptuitione, by the fund. as to he um DuceNe, un a. CONTRACTOR knew on reasombly cited, if." codw Cmire t Rim or Cmtmct Trams as diculd have known IMrmF Imvided in paragraph 10.2 2.6 Within ten de after caw EfTadve Date of the V. 145, Wnllen AmeMerrn-A writkn madyknem of the ligw enent (unless wise �crfwd in Me Gmmal Commot Documeeh, Mitred by OWNER ed n Regmranert), MNTRACTOR "I submit M CONTRACTOR m or after the, EMac, Date of the WGWBRRforreview: Agree mod and ram illy di ding with the nonecitimad it or nontechnical catty than avidly cmatructio-rimed 2.6.1a fie unbmry progress schedule indicating • mpeds oftM Covina Da admmm the fimes (rumbas of drays a ddes) fa smrtbg end .plan, the various loges of the Week, vadhading my Miledonms specified in the Cormad Documeds. AMCf.E 2-PREI.Af WARY MATTERS 2.62. a j.hmkmry ada dul. of Shop Drawing aid Simple subninala which will lid mach required notem cal amf the t'vae fa submitting reviewing ant Ddivoy,fl3andr: procemng suchobnilWl; 21, When CONTRACTOR ddivw the .do.W 2.6.2.1.. 1a. ram .tors will a achadode be R shall lead 11 Mliver toOWNER reds es (bN1ORACTOR many Elms forkm�cwilm wftW Pruvinear n��� M raryircd to firmidi ineaaderta wdhpdml4mh 5.1. 2.6W A which will e l.qu of tics en for vll or Cgles ojDaamays. the Wokwhichn,; includetract land piersof items dn,the or iM Galena Rice and will 22. Ondess oserw=raaWCl inth, uMl uptoam subgvio lMWmkato cede far park in suthciot sepia con) dhmwis spaigd in the me rameantery derail W awe ii the basis fen a d] ch ce, rah CadiFms) of the Contract Dam ark. ea arc onasnably during eaidmdim Surfs prices wig include m rery fa the escutim o[Uw Wak. Additional copies appafmum amount of ovaF®d and pofit applicable will be fumislwa ups repast, at the ad ofreproductim to tech item of Work. Commeme taoJCo dTimm;Nokcea Proeud 23, Before any Work et 0w site k sand. CONTRACTOR aid-BHWFR doll mM deliver in One 23. TM Contract Times will caramelise W rm on the eWd OWNW, with *. to each ialil I ... IumaM thirtieth day eRm the EHeaive Date of the Agreement, or, fdwtlkd�the-Supplemm my{ oadui ma ENGMRRFt, FJCpCOFMgIAL wNOInONS 191a8Ovaa gddml wrary m� naxrwu0aNwincanoradrae4aowt • 0 camfientee of«wil�ssamncttet3p9(aPadad dbm wideme ofwhich aith wwronw CONTRAC�.TtA[andMM94B n which atginetwauvot n required pa pee Jinx and maintain in eaeNxrrz with FwraeraPla 5 ¢SbxrMi-i. Preronffimdlan Conference: 2S. Wal iotwcnry deYsaftwthcComma Timvsmrlto eons. baton eel'" Wmtr at the ode is stated. o emf nerve ahmhdcd by CONTRACTOR ENGINEER and olhas as Moprirm will be bald to caubbeh a wokbg rstanding among the perua ss to it. Work and to thia. the whdula refereed to in pamgmph2b, proccome. fin handling Shop Dmwiryp and other wbmitmia taoeesing , Sections for Puymmn end maintaining reghvd rcmI& IsrLfaf(�� AcrepmNe SWedulu� 29. Unless elhmwisa. provided I. the a mntirencc mtentled by OONTRACTTOR, ENGINHHR and others m: mppmpriam dasianatd by OWNER will be hold m rwiew for acceptability toENGINHER nepwvidd I.I. the srhodulee wmaimed in acoodame with ppaarr.tgpttooph2G and _Diviaan 1 - General $4®11[BNWS. ONTRACTOR shall have an addiliowl ton loya to make mmctione ad ad11anmmm and to mmplem end rewbm it the achedulas. l ingress payment shall 6e made to CONTRACTOR and don sohedal. non subacked to not acceptable to 04GINEER as providd below. The progress mdwdula will be acceptable m ENGINE9i as providitg an artery, prgyeswm of the Work to cwnplaton within any mpeodmd Milestone, nd the Cm madTimmWi&xcoepmmcwitimithamposem INGINRF.R respmmEd ty Tor tim mgcammvtgg,, cohabit or prop of the Work na interfere .% or relieve CONTRACTOR from CONTRACTORs full rnponaibdity thimal r. CONTRACfOR'e xchetLle of Shopp Dmwuutgg and Semple wbmewom will be acceptable m ENRiINEBR w prmdmg a wmUbla xnnngemem for .tewig and prewasig the "fired mbcamals WNTRACTOR's schedule of values will be acceptable to INGINEERaato farm atd wbsmnce. ARTICU 3-CONTRACT DOCUMENTS INTENT, AMENDING, REUSE forme 3.1_ The Canonical Ooasmcros rmppda the emir egrccmenl between OWNER eW CONTRACTOR cammrmg the Wok. The Cwmml D ouments are plememery, whom at celled for by von it as binding as if wild for by ed. The Counted Documents will Ie mnmud in ocome. with the ew Of de placeof rim project. 32. It te the mtem of the Contract Documenos b a &CpC04NFRAL CUNOITOR91910.tl(1990fi&iaJ W re'IY O} PONT COLIJ NY M(AINICATIOIS Iafi V ilia Wl a fumtiomlly complete Project (cr pert thereof) cmmsuold m accordance with tFe Cmvxet eras Arry Wwlr. m0tmids a cVui- that may fly be uJmd (ran dw Conhmt Dmamand or weilirg omom a Conde usage as beingmgaired to the inmmd rewlt will k fiumslled and cd wbelher or at specifically called for. When, r phmsea which have a wellAnmvn technical or tim Washy or undc mcmwg am ueod to Wok, materials or equipment, smch words or pool 33. Reference co Syandardn and SpeclfimsiaaR of T,Cgaleai Seeidmo, Reporting and Resohing As ndae.. 3.3.1. Refamcc m nandmdg apc0ifCeamne, cammels o mdesofaw mcMical society. notion. a wasce.tim, or m the Laws or Reguletc. of any goveanmerual mufamity, windwr such reference be specific or by implication, sWl man the law dardard apcmficaboq mmwl, cod, or 1,awa or Ragulatiom in Wool the time ofopwcn$ of Bids (or, on the EHatwe Dam of the Agmcmmp if more were no Bides), except as may So otherwise specifically aatd in die Cmmact Documame, 3.32. It during the perfrmance, of the Wok, CONTRACTOR ducanom any conflick error, ambiguity or diecrepmmy within the Contmd Dowmeama or between the Continua Documents and any Irtwision of wry much Low err Regulation applicable to the pert'wmnme of the Wok o of any each amsxlmd. mpaificatim mmmal or cwk or of env awe, arA CONTRACTOR Bang not n the Work effected thereby (except in an m cudariud by pmea h 6M) umil an w sup emon to the Comreat Dawnrnm mad M om of the randin s indicated in 5 or Mi gwlded however. that TOR dwll riot be liable to OWNER or '. Ica mucce 0 mpwt any such .0whel Mity or dimxepamy uNess know or mseombly shouki have 3.33. Except as otherwise specifically acted to the Comrmt Dwain" or es may be povided by amadmaa oreW inmtIhadoi3.5 by a3 of the methak iMiated o rat Roca e 0 3 6, the precitioas of eo Contract Dmat, a rib trice precdawe th ramlvha mY owista, coot, a Catmoy w dimaepn ow hetwem the lawiwam of ripe Cwuact Decaaemsmd. 3.3.3.1. the anwWore, of soy such amrdmd, epaification, mewl, code or Irmwcdan (whot er or sot pecificall, ineopurated by ref,. in the Caamet lbwmmm), or 33.3.2. the provieiia of arty arch Laws or Weak ions em windle to the performance of the Work (en of each an witia"oeopmets o of the prwisims oC the h l." re lbcumaes would result m vida6m of ahch Law a Rcguktiah). 3.5.3, a Work Change Domino, (pmmmm W paragraph 10.1). 3.6. In addition, the requremerm of the Cmtmet Documents may be mpplemwkd, am] mina variations and devmtiom m the We& may he aulhmiied, in efm m more of the fallowing ways: 3.6.1. A Field Ord., (pursuant to prograph 93) 36,2. flNG114EIXkeppwal of. Shop DmaWgor Smopk (pmmmut W pmaeradss 6.26 and 6.27), or 3.6.3. ENGINEER's w Lon interpretation m clarification (persona to pmmgmph 9.4). Ram i;fDcoementr.. 3.7. CONTRACTOR end any Subeemorder a Supplier or other perms or orgerdation performin§ or fiunuddhg any of the Weak under a direct or uduect earned with OWNER (i) shall not have or seq. any fide to or owmrshiIs rights in any of the Dmwhg% Speciliame s w oNer documents (w copies of any thereoQ pprraappeemd by w hearing the rat of ENGINEER or FNGMF,ER's Cnreuhanl, and (ii) s)mll not reuse any of such Linswingi. Spmifiamims, ether daumdm or mpims 1. Winmovm in the Comma Doeumems the Urms'aa ARTICLE 4.AVAO.A®.ITY OF LANDS; kni 1e diamond", 'L raq.irad', 'ms Minimal , "ns SURSURFACE AND PHYSICAL CONDITIONS. poved' or tams of like effect m import are used or the REFERENCE POINTS jwdves 'reasmmbk", 'suitable'. 'ameptable, 'proper 'satisfmtay' or ud m ivo of like affect or import arc ed to demribe a raftimu em. d'vectiort review or rofENGWs m th ECR es; Work. d is intendedllial AwRobftlN ^IGan&, equuemdq direction, rn imv m judgncm w1U be My to mabmk. in general, the eompktM Work for 4.1. OWNER sham furnish as indicted in the CArnad mplience with the requirements of and information in the Decustema, the Ind open which Ne Work is to t )mead Dommads and emfomsarce with the design pmformed, righ¢ofway and en,i for access ncept dthe complcled Preject ns a functioning whole as dereW, and such other Wadi which are dwigmatcd for the own or iMimid in meCmkaa Dodmsads (unless awe ueofCONTRACfOR Npanremsmobkwripmretim, a spscifie statement irdiedir, The uof Rt o0h it eomait ysudterm oradjective 6.0 nd ba eQemrve to nsapnW nebmentofreoord kga)aUemid-legatdaurigionoNhe ..IG RIZ.wdutvaauthortw WameMseadireclme h.,-h. mr1,,.,,.1.,,,.1 Itlmishing or perfameme, of l e Work or any duty or mRlmrity to anderake impdsibibly eminmay W the proviuons of peralpnph 9.13 or any outer provision of the Contract Dommenis. Aamadegand9yrptemaaMg Conbom Da memos.' 33. The Conned Dommens may be imaakA io provide for additions, leletia s and mvuions in the Work or to modify the tens. and eaditions dereof in one a ma. of me foUuwihhg ways: 3.5.1. a formal WrittenAmrnnhnem, 3,5.2. a Change Om6m (musuem W ,n,mph l0.4), or not of gmreml awlimtion but specifncally related w use fields so Banished with which CONTRACTOR will hi W mmnPly k performing de Wmk. Eammema CONTRACTOR ad OWNER are nimble W ogee on entitlement W or the amoma or esimt deny ecjumvmts in the Cwunct Price or the Contract Timm as a realm of any delay in OWNER, feni dhmg mee finds, rightsof- wuy or msdneres, CONTRACTOR may make a dahn Ihmefa as familial in Articles ll and 12. ex'UCOeNkAN. Cotmnore lYwa OPYa Bdliml 5 MCINOF PORT MLIl6 MWIPICATIOtE0l6Ve/1 Wm 0 • CONTRACTOR shell Amide for fill a ldrb.1 Iamb .nd ocean Therese Nat may be required for tempamy eonaructden faNtim or "a of maten.la coal equapmara. I2 SubrvrPhceeMPhYaicat Car�p'om: 4.21. Reports and Drawings: Retama t made to do Supplementary Condition for identification of 4.2.1A, Subsrface Cs Ali.: Those repots of explmend. and tests of su7mal. conditions at or Mbn t�gt to the site that have autilimd by IaTIGINELR in pmparing the CoNmd Omomats; into 4.2.1.2. Phydml Ccwrllu xt. 'Th. tlmwini of physics] conditions in or relating to misting surtace a subsurface sbuct us at a ambiguous to the site (except Unklrggm�osd Facilities) that have been uWim try ETNGRNEE1 in prcparmg tin CoNr.M Doenmaou. 42.2. Limited Romance by CONTRACTOR Ardaelawt 74*..l Dar.: CONTRACTOR may m]y upon the Passeloouumcy of the "[admit.] Mtn' mood in such repels and dmwmg%bat such reatsatal drawings are non Convect Dwwnmt Soch'tembtioal dam' is identified in the 5upplem eamy Conditions I}aM forsuch aUs. on such',ad" [ data', CONTRACT may not m]y -lean or m.lm any Maim against OWNER FNGRNREt or any of ]INGMERtCmadtamswith respect ta: 4.2.2.1_ the oomplammes of such report and drawings far CONTRACTOR. pugnmcs, bnNd'ig. but net hunted as. any aspects of In, mart, methudy mahmatum smuences and Raedurs of mmhmtion to be employed by CONTRACTOR and safety pmsufi. aml p %mma incident de alto, or 4.2.2.2. oil= date, imalamtiom Winiau and information ontained N such rq mN or shown or tdistad at such dr un,aa 422.3 my CONTRACTOR iutepMalim of or o ndntim drawn fr. cow 'ted u.] data' or any auah Anne, intagremnmq opinions or mfamstion. 4.2.3. Ned. rf Difjertnq Subsurface or PO,& Coesur.: 1f CONIRACTOR belie. that any mhmrGa a Dhyyvml mmaRtien et a eoengmom m1M site Net euneovereda meted eiLh.. 42.3 L is of flock arm We as N establish that PM-tadusisl them' on which CON'I'RACfOR is minded to rely as ruvided in xam,mple, 4.2.1 anal 4.2.2 bmatmaily vu vmte,a 4.2.3.1 is of ouch . mtum as to oquim a chargeintim Commue Docummam or 4.23.3differs materially from that shown or 6 glCOCOQPXAL COfPAIIot6191P%([9Atidllm) w tart oy Taxi mwta umwlcenoea dmv 4nam) indimtW N tMConuect Documama, or 4.23A. is of on won 1 mtue, and diff. mntaixlly frmn coalitions ordnmily tam ndered ercd gawrels usually remgnined indecent in wok of tM cMncter provided for uw the Contact Doewoems'.IMn CONTRACTOR slreu prenytly jmnned w]y altar bacomug .wart thereof aid before turther disturbing omdltiaa .Peened fis mby or wrkma ing any Wok N caumetien terewith (except in an anagaay es 9itad by p.l;mph623),, unify OWNER and mad anunumt, bout such condition. CONTRACTOR atoll nM It". dumb such casino a perfam mmryry Work in conawdon therewith (except we afoesaid) eon] moeipt ofe n ton order to do m. 4.24. ENGINEER's Review: ENGINEER wili pran edy rwicw the pertinent conditions, determine aM mcessdyofOWIB sobrainini,additioral atplwationa urea with mpect theme, and W,. OWNER in wtinng (( th . copyto CONTRACTOR) of HNOINRER's firalinga and mnelusimw. 4.25. Possible Careract Decuumeb Change: If ENGINEER concludes that . elmrge in the Coasmal Donum ato isrequimdos.meadtofacondition thatmom me or mere of ties emeganis in puregraph 42.3. a Work Change Directive or a Charge Order will be imW as Rovitlad in Anicla 10 to reRcet am dominant the censaqummaofeuch charge. 42.6. Puedbk Price and Times kilumranb: An N.imb]c adjustment in tM Canna Fri. or in the Contend Tana, a beta will be allowed to the emau that the axhmrme of such uneavemd or ranted condition woos on increase a decream in C'ONTRACTOR's oust oC o none required forperfommrce of the Wok aalgsL however, to the following. 4.24E such cDtdfion most meet any meor more of t1w magoris describedin pa agmpla4.23.1 gu 42.3.4, i.ftmE e; 4,161, . onmga in Ito C mntma Document pssuat to paragraph 4.2.5 will net be an am natux .utMrv.tion of our . canditim prcadnt to entillemert to any surh adjmame; 42 6.1 with respeeva to Work that is paid for Ae Unit R1ca Baia am adjustment an Centenet im will be subject to tM Drwidae of pam�apM 9.10 and I1.4,aN 4.26.4. CONTRACfOR6.11 tbeemilled b mry adjustenmt N thou C®erect Rim a Tins iC 4.2.64.1. CONTRACTOR knew of ties .satires. of such conditions at do time CONTRACTOR made a final conmitrumt to OWNER in .4wd of Coamnct Rice sad Comma Thus by Na so,raus. of a Ind or Incoming IMald under a negotiated eoamet, a 416 .2. the existema of such condition eould IEBSwlably flaw b= discovered el a sahaf as a It of my cwmmatiee, oweatiptiee. ovientim, me or study of Tie site and contiguous area¢ raphired by the Bidd'ug Rolubemeas or Crown Doaenmts to be coalucud by oe fa CONTRACTOR prig to CONTRACTORS makbg suxh Eral wmmiwenr. a 42.6A1 CONTRACTOR failed to give the written take wiwn the time aM nixa,aircd by par%Mh 4.2.3. If OWNER and CONTRACTOR we unable to Was on mtitlsmeta to a as to if. smaunt or ktFth of my such imombla edjuawed in the Crowd Prone or Coalesce Time, a o]aim msy be made tlnafa es provided to Articles 11 and 12, However, OWNER, ENGINEER and ENGINERR's ConaluNs mall nd he Itible to CONTRACTOR fa m, claims, trots, laces or damages auslehrA by CONTRACTOR on a m , waseti a with., other PmTmt or aminpwed Too. 43, Fhydml ConA'dons Undogmnnd Facilities: 4.3.1. SXoanorindicated: Taut moomddsta drown er indicshd is the Contrast Doesmanra .6 maput to OA. ..g Facu ies at or eonttguous m the son is m infem,auon and Mon ftanisbN m OWNER or ENGINEER by the owrtan of such Underground Facilities or by when. Unless it Is ah rwi. ex casly provided in the 3.11,l o mury Conditions: 4.3.11. OWNER sM ENGINEER dull tut a �e�ar It for the accuracy a oomplaustess of any atilt inf=l fimerdata', and 43.1.2. The cast of all of the following will be included into Cmwc[ Price and CONTRACTOR shell have full realuratbhhly for (1) avmwmg end chtddngag such mf=mion and dam (d) ]orating an Urvlewowd Facilities ahmvn or iM,o,tcl in the Condone, Dammeme,(iu) omolinatim of the Work with ate ovate a mm Ilndergmud Fac0m. during ummunicn. and (w)tk sildy trod ]tacaion of cell such Underground Feohti. as prwid.d m pe.,,,h6.20 a i repairing arty damage thersto resulting gam the Work. 4.31. Nar Shoxn or IrM'cNed: If sn Undegmaal Facility o meovead or ror.kd at or coal uoust to the site whidt waa tut shown a indicated a dw Carmset Doemnmts, CONTRACTOR stalk. t.y hash tely after amaviay aware thesof and beflore mother dirt ling cuditims aPectal th.aby or performing any Work in wmiation therewith (amept un an emeBenry as mauired by pmognph623), ideaufy flat owner of ouch UMaVomd Fmiliry sad 1F� O&amAL CO W Malone nm8 (199a 6,Idm1 wurvon anxrataawatwtsncanonsduva¢u.t gg�rva Wrilttll rl0tlee b IIH[ OWIIy wsl W OWNER and bTGINEER R 00MI' R m maptly review the Uml wosr rat Facility erat daesmim the ewer. if Ref..Pimax- 44, OWNER dell posvih crgbt.rng surveys m amblidt rarm. ims for mmauetim which in WGINEER§ judgmew at mostairy to enable CONTRACTOR to proceed with the Work. CONTRACTOR sill be aelunuible for laying out the Work, dull prdect seat .emus to atablidad reference poinu and IM I make no carges or felaetimn whims, the pea writim epprwal of OWNER CONTRACTOR shall wrtfwrt to ENGINEER wMrcva any ref ere pint is let or diamyal or rotor, relocation because of newest, cangcs m s,ad. or locums, and sill be responsible for to n aate replacement or asommn of such eiliesom points by professionally, yuali mcl Pesomel. 4.5. Aaberma, PCB., Pabolmm, Rayado.. Waste or Ralloodlva MalMal: 4.5.1. OWNER hall be nV..,ibl. fa my Asheemy PCB, Petroleum, Eaallous Waste a Rsdioactive Material unawerM a owaled at to site which was riot shown or ind mted so Omw ap a specifieatiaa or atatiGd in the Comsd fiscmneate to a wmm IN, scope of the Wale nw whirl may preset a aabnunual dm,ar to persona a properly squad thereto m corm etiw with the Work m the rote. OWNER 1.11 an a ...amble Its any such ma criela b,.ugN to the site by CONTRACTOR, Subcamauw, Supplies, . anyone dst firwhom CONTRACTOR u responsible. • 0