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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 7361 CONCRETE MAINTENANCE PROJECT PHASE I1 1 1 1 1 1 1 1 1 1 1 1 1 1 City Of Fort Collins 7 Purchasing Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS m CONTRACT DOCUMENTS FOR CONCRETE MAINTENANCE PROJECT PHASE 1 BID NO. 7361 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids.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 concerning 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 , James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director ' I 'determined pursuant to, ,paragraphs 1.1:4 and l t S. CONTRACTOR will esiablish" and mavailin records "thercof in accohlance t•vith generally accepted accounling- practic:es and'submit intbnm acc cptable.to ENGfNEGR an ttcm i[ed cost bicakdown together with supponing 6m Cash.411aaancesr 11.9. 'ln's unde'rstoabthatCONTRACT OR.has included ,in the (Corrupt Pncc all allrnvances so named in the, Contract Dourmentt; end shatl'eause the Wink so' covered. _ . lo�lie Cutnistie(1 and performed' Cor suuhsums.as may 6c eccapcthle to C7WNEEf a xt F>YGINEFR comTRACTOR agrees that:. Il.sa, ;the allowances include the cost .m CONCRAC'fOR,(less any appficable lmde discounts) of materials and equipment .requtred by the allowances tti be delivered at the site.and all applicable taxes: aril I.I.S ^ COS (TL,\CTOR's coots for unloading and Burling on the sir{ labor,-,irtvallafiori costs, everheal;, protit and .other ,cxpcntses 6xitemfilatcd for the aflownitois have bam included in the Contract Price and not in the- allowancesand no demand for additional paymcne,dmaccuua obany of the foregoing will be valid: 'Prior to'final payment, an appioprhtte Change Order will lie issued as recommended. by ENGLNTF,F.R to,relleet,actu.•tl amounts duo;COii'rRAC'rORan nceodnt of 1Vork.covered by aflowa tens:, and the .Contract Price shall 6e correspondingly adjusted.. 11.9. UniiPrice ;a>ork. 11.9.1, When: the coniraEvDacurnene; providc thatall' or panof the Work is tobe Unit -Price Work, initially' tfie,Contract Prico,will be deemed- to, include tor:all: Unit Price- Wort: an ainoirni equal' to the sum, of the established unit prices_ for mph separately identified, item of Unit Price Work times the estimated quantity of each item as .indicated um the agreement. Thts estimated quantities of.items•of Unit Price Woik arc: not guaranteed. and are solely (or, thepurpose Of comparison of➢ids and determ inaig an initial Contra( Price.. :Determinations of the- actual' quantitiesand classifications of Unit .Price Work perf=ied' by CONTRACTOR will be made- by D4GLNTM,R in accordance with pamgroph:9:10` l l.').'_': Each unit price will be deemed to include an anuum'eonsidered by CONTR_-iCr0R' to be'adequate to cover CONTRA&OR's overhead ,and profit for each separately identified item. 11:93.0WNEB or CONTRACTOR may make a claim .for an •adjustment in the .Contract. Price -.in accordance with Article l't if., 1 I g 3.1. the quantity Of try item of Unit Price Work pertormed by CON'14AurOR differs materially and 'significantly. front theestimated, quantity orsuch item indicatedin the-.Agrecnient, ,tU'FIcocceNra.wcoutxno,:5lviusnsvveeiifnm WI CITY OF FOR T(.tics.[J.SMODMCATIONS(Rho' d 120Uaj and Lthere is no eotresponding adjustment with.respecttoany otheritem of Work: and 1.19.3.3, if C0trTkAOTOP btlievei. tliat 'CONTRACTOR is entitled to an. increase a Contract. Price as a. result of_ having- 1haured .additional c.:•pense or. OWNER, believes that OWNER is entitled to a decrease in Contract Price and the parties are ,unable. to ,ac�ce ts'to. the. amount ofany, Increase or decrease. 11.93:4: CONITRACTOR acknowlcdacs, that the OWNER has the right to add or delete items in the Rid or change -quantities 3t OW, FR'S. sole discretion without atTectiri<s the Contract, Pries of anv remaining item so 'loneas. the deletion or addititm does not oeeeed twenty -live percent of the oriamal total Contract Price. AR'CICt.k 12—GH.4\OF. OF CONTRACT T.LVLFS 12.1. The Contract'rini s (or Milesto*) may, onfy be changed` by a C lunge. Order or a Written Amendment. Any claim for in_edjustftient of thc,Contiuct Times (or Ai..tones).shalC be lased on written notice delivered by .the party •milking the claim to the other pang ard_ to ENGINFER promptly (but in no"event later than thirty days) after the. occurrence of the cvcnt.givutg rise to the. claim and stating the general narurc of the claim: Notice of -the extent of the claim'with•supponing data shall be delivered witivti silty days atieY such occurmnee (uriless F.NGINF.ER allows ladddiornif time. to asd:nairi- aidre accurate data in -support of the:,claim)', and shallbe accompanied by the clammant's.writen statementthat the. adjustment claimed is the entire adjustment to i*rhich tho daimant hns'reasanao believe It. w entitled as a"result of the becumenocof mid'event: 1l1 claims,(dr adjustment in' the Goruract Tunes (or J�[ilestorles) skill Ix deterroirxdby F..NGli`iEF.R .im accordance • with. partgraph911 if OWNED. and CONTRACTOR cannot air} tit se aa,ree., No claim for an adjustment in the Contact Times (or \Trle.stones) will be valid if not submitted in accordance with the requirements ofthis pararyaph 12.1. 12.2. All time limits stated"in the Contract Dceuments tue orthe essence of the Agr(:ement: 12:3: Where CON'TRAC.'TOR is prevcnwd front completing. any -pan of, the Woik witli n ;the Contract Times. (or &filesrones) due to delay bcyorxt the control of CONTRACTOR; the Contrmt Times (or Mdestons) will be extertded in ti amount eejtlal to time lost (life to such May if a claim is made therefor as proviacd in puragraph.11.1. Delays bgonid' ,the` control of CONTRACTOR • skill m-c i&'but not be limited dro. acts' or neglect by OWNER;, eels or neglectof utility ownersnor other contractors performing otheridork as contemplated by Article 7, rues, duels, epidemics, abnorinal, weather conditions or acts. of God. Delays aruihutablr to and I I I 1 7 L 1 within the control of u. Subcontractor or Supplier shall be deemedto bee de lays within the control, of CONTRACTOR_ 12.i. «'Here CONTRACTOR is prevented from completing any pert of the Work within the Comma Times (or Milestories) dire to delay beyond the witticiVof both OWNER and CONTRACTOR, an extension of the Contract"Tunes (or &westones)•in an amoum. equal to.diff time lost due to such delay, shall be CONTRACTOR•s'sole and exclusive retired)- for such delay 1n no event shall' OWNER bz liable w.CONTRAC:TOR tiny'Subcpntmitar,. any Supplier: -any other person or otyan3stion or to arry surety for or emplovee,or. agent. of.. any of them, for damages oiisin g out oC or resufting from ()dctays caused, b)' or within the conrol of the. coNTRACrOR, _or (ii) delays beyond the controlrof both partics including. but not limitedto, fires: Floods, epideotim abnormalweather conditions,. acts of Gri&cr ncrsriirncghct by utility owners or mher contractors,perfonn mg other work as,contemplated hy'Articic7. ' - - ' - ARTICLE 'i3—TFSr% ;%am) inn.chlws:, CORRF,CITION,.RMtOV.A(, OR ACCNPTAaNCE;OF.' 06:P(!LTIVE'WORK. 0.1. tVotice ojDefi*.- Prompt notice ornll ei.TkznBe,lVorl. of which OWNEWer H,NGINF.ER have actual 'kraiwkdge will `b, gtven;.to, CONTRACTOR. All .d4f crive Work, may be rejcctcd,'. *corrected or accepted as provided in this-Artictc m 13, ' alder&sroWork: Co 13:2: "OLVNER'L1G[NEER'Fr�3GLVH) R's Consultants';, OK representatives. and persorinel: of OlvVkgER. 'inckpendcnt testing laliomtorics and governmental agencies. With jurisdictional .interests r6ilt have nee to the Work at reasenablrtimes for their ohsmation upect n : and testing: CONTRACTOR. shall provide them proper and safe conditions. for such acc= .and advise them. of CONTRACTOR'rsite safery,procedures and programs so ;that i}iey may comply tliizewithas applicable. . .Te.srrand 1nsprcrions:. 133. C,(W RAGTOR .shall give ENGI ER. limelr notice. of radiness'of the Work fur all required inspections: tests or approvals; atxt Shull ooaperdie with mspccticm and tevltiigpersonneLie fiicilitaterequired inspectionsec faits., 1.3.4. .05NER shalt employ and pay for ihe.services of an independent testing, laboralcuy to perlurm<. all, mspections, .tests; or • approvals reyuirecf 6y the Coiivact Documents except: 13:4.1_ for inspeciigns, tests yr.approvals•covered by paragraph 13.5 below; 13.4.2. that costs incurred iii connection with tests ,or inslvetiono conducted -pursuant to jiarngrapli]l'3.') EX1)Cytstrax a covgrn) a ivte s orx Eu elect, wi ci'n os FOR Cvtu t.mc MOD u ICATION3 (M' aatracit -below shall lie' paint as provided in, said ; paragraph 139; imd 13.4.3. as 'cxhenvise specifically provided in the Contract Documents: 13.E If Laws orRcgur hoirsofany public b6dyhaving jurisdiction regiiire.any Work (or part therect)'specifirally to, be,inspected,, tinted or approved,by an empfoyce. or other representative of such public baly. CONTRACTOR assume. shalt full responsibility tor' arranging and obtamtrtg strc}i inspey'tiorts: tasCv or arrn• ppaLs, osts Pay c: ,in conntecnon.thereuatlt and furnish. HNGINHF.R. the required cer6ficatcs of inspection, or .approval. CONTRAC'TOh shall also be responsihle fcu arranging and obtnining•ind ehaoa ll pa} ill cs.in conncction.with any unpgctions, tells or.approvalg required Car OWNER's and LNGLYEER's-acceptaicc of.materials be equipment to. be incorporated intlie Work or of materials, mcc designs, or equipment submitted fpr -approval' prior to CONTRACTORS purchase thereof, for incorporation in '13A 'If any Wgrk (or the worl: of others) dirt is to be ingxcted tested or approved is cmdvcd, by. CONTRACTOR rvilliout written concurrence, of HiJCrINEER; it must, if;rcquuucd byENGINEER, be uncovered 1'or abseivaLion. I.33, Uncovering,Worbas provided in paragraph 13.6. shall. Ed at CONTRACTOR'S expense - unl come-RAC_TOR has giben'! NGINEFess R timely COMRACTOR's imemion to cover 'the same. and FNGfNEER has not acted with reasonable promptness in resltmse..to such'notice, Tlncm,aing Mark., 13-x If any,GIN Work is. covewd ;commry to the written request. of ENEER it must, if caquested* �liy 24G OMR be u rooverecl leer ENG WEER's observation and replaced atCONCRACfOR's expense.. 13,9. If EV°GhIF'ER considers it, necessary or advisable that covered Work be observed by- C QGP,iT:ER or vupectecl_ or, ,tested by othds. CONT.RACI'OR; 'ai LINGii f=s request, shall uncover, e.ipose,or;othenvise make_available'for observation, inspection or testing.m. E,'NfGI 4EM may' require; that portion of the WVurk in question_ furnishing all ne:essnry labor: material and egiiipiiejt If it is�found that such Work is difecrii-a. CONTRACTOR stall pay all claims, ,vests,. buses,ami d;armf&s.cau_o I.hy, ariciny;out of or. residung Crum 'such uncovering exposure, observation,• inspection and testing and 'of smisL•tuory ,replacement. or reconstrucuoit (including but :not Limited to all, costs of repair or replacement pf .work of tither) and`OWMR sheen tic emided to an appropriate decrease in the Contract Price, and. if the parties arc unable to agree as to tho amount th reo[ may make a claim therefor as, provided in :Article 11. If. however; such Work: is. riot found .to be, dj, ectnv' CONt•RAM'OP shill lea allowed in increase in the Contract Price or an•estension of theContract Times (or arlilestanesj, or Koth, directly attributable. to such 27 uncovering. exposure. obscrvatidn_ 'inspection. testing, replacement rind reconstructibn;- arid, 'if -the parties rue. unable to aeice ru to the amouht, or ektst thereof, CONTTRACCORmav make'a claim therefor as psWided'in Articles 1 Land t 3: OflA, UR:tfay 5rnp the !fork 13ap: if the Work is defective, or CONTRACTOR fads to supply sufficient skilled workers or suitable materials or equipmem� or fails to.fumish or'paform the Work in such a. "my that the completed Work . tt•ill conform to the Comricl Documents, OWNER'mny'order CON'rRAC,,rOR to snap the Work, or any portion thcreuC until, the cause Car such order has been "elannnated.Fiodvever this riglirof,OWNER to stop the Workshadl not give r;se:to.any;duty on the part of. OWNER to -exercise this riv_hl. for the benefit of CON'rR4CT.6k or.anv surdv or tither party. Correction or Hwioval of!)efecdve lkork- 13:11 It required"by FNGINEER'; CON'rR.%croR shall. promptly, as directed, either correct all d fecdty Work, whether or not,faf7riatted, installed or completed, ar if the: Work has been rejected by ENGINEER, rcmcmc it mini the site and replace it with Woik that is snot defective.. CONTR.4CrOR shall pay all, clairiis, costs. losses crud chimages unused by.or,rcaulting born such correction or removal ,(includiitg but nol tlrn&d'to. all costs of repair or replacement of work of athers); 13:12., Correction Period-. 13.12_17I f within ane-y.`ae two wars.after the date Substaniial Completion orw7h longcrper`od of time may be prescribed ley Laws or Regulaupps or W terms of any applicable spo6ai;gdrirantcc r quired the -Contract Dectunents.or'by city specific.provisioh the Contract 'Documents. any Work is,, foundf to fecth•e, C.ONTRACTOR.shall promptly. tvithouvo to OWNER at d iri accordance with OW NEWS. tyritt instructions: (i) correct such efective Work- or, if it been rejected by OWNER. remove it from the site replace 'it with Work that. is not effective; and .mtisfictorily «xrect,or remove and replace.anydama to odci Work or the work of othersresultingtherefro If CONT1j_1C'rOR does not promptly comply with t am ts of such instnrctioru, or in an"emergency, wart delay Would cause serious risk of loss or damai OWNER may have the dkfective Workcorrected or i rejected Work removed and replamL and all. chin costs. losses and damages caused- by or «sudtuig Inc such removal' and replaccmen. (including but r limited to AU costs of repaii or replacement of work others) -will be paid by CONTRACTOR of as the by of Lie has Anil (u) 13,132.5ee special circ_timstaiciz tivhrra a particular item -of equipment -is placed in continuous' service before. Substunlial' Complctiun of.all the Works, the mCclion period for that item ma}-start"to nln frcim•ari earlier cute if so provided in the Specifcurions or by WrittenAmcndmf nt 13.l2 3, Where ,def Cdve Work (and damage' to- other ,�e 'EilC'UC+[3NkKA4 CONI]I'nOti$i7Ulti t]!i9V Eaitiml: w/Ct1Y 01, FORT-(.MLMZNS MODiFICATIONS IRC\'.I2000i Work resulting theretroni) has been corrected, removed or replaced underthis paragraph' 13.12;_the correction period hereunder with rcapcct to !such Work %ill be extended for an additional period of ene-yip two. veers after such, correction or removal and replacement has been.satistactorily completed Acc',prnnce ofDefecrive !York: 13.13. If. instead of requiring correction or removal. and replacementof 4:(ecthe.Work OW'DTER,(atiii, prior to ENGINEER's recommeridmion of final' payment:, elsu, FMINF.ER).prefers to accept ir; OWNER may do.so. CONTRACTOR shall pay all claims. costs, losses and damages. ettrihutabke. to. OWNER's evaluation of and deterniinatiortto.accept _wehd_Yec#ve,W6rf:(suchceststo ! o approv_eil'by ENGQ IEER as to rcaw ctblrness). If any suchacceptance occurs prior to. LNGINEER's recommendation of final paym,nit, a Change Order will be issued incorporating .the necessary revisions in the Contract Documents. with ra;pect to� the Work; and OWNER shrill be entitled to an approprinte decrease in the Coiaunct Price,.and, if thcpartics arc unable to agroc as to the nmoiint tliereof,-0WpIER hisy.make:a dlaim therefor ns prdvided in Articte I I, If the acceptance occurs after such, recommendatioh} an approprintc amount will be paint by CONTRACTOR to O wEl'. ONN£ft ,flee d CarrectDejecdr'e !E iidr: 13a4, if corri-RAC1'OR"fails within a, reascuinhle" tithe afteriveittennotice from F,NGWEER to cerrect,def,ctne, Work.or to remove and replace,rejmted Work as required by ENGfiJFfiR,in accbrdancc'with lxaragaph I3:11, or it' CONTRACTOR'faila to perform the Work in accordance with the Contract Documents. or if CONTRACTOR tails to comply with any other proviskm of da:, Contract Documents. OWNER may, .after seven. days' written notice to CONrR:\C:TOR;.corteet And remedy any such detiaiatcy. In c�crcising.the rights and remedies under' this paragn6h O\w'ER: stdtll proceed zxpeditimily, _ In confection with such corrective and rcmaedlal action, 'OW.N112mav,excludeCONTRACTOR rrotii all.or.part of the site take possession of -all it part• of the Work,'and suspend CON-M\CTOR's services related thereto. take possession 'of CONTRACTOR's tools, anc ppliaes; coastnt'uon _equipment and. machinery at the sac and incorporate in the Work all materialsand equipment sewed at. the, site or for which OWNER has' paid CONTRACTOR but which are stored' elsewhere. CONTLLACTOR shall .allo\v O\4 I} IZ 'OWI ,MR's representatives,.agents-und employees 0,AWER's.other contractors and ENGINEER and rNGINEEWs Consultants access to the site to enable -OWNER to exercise the rights and rim klia under.this p ragraph, All claims, casts, losses and damages incurred or sustained by OWNER in exercising t-ch.righ(s and remedies will be charged aaa=' I C0Ni TRACTOR and a Change Order will be �.is;ucil incorporating, -the ii=ssary revisions in the Contra:t Dcxmments with rrsped lo• the Work. and O\INERshall be entitled to an appropriate. decrease in the Concoct Price, and. ifthe parties are unable to ago as to the.amounl thereof; -OWNER may make a claim thcreftT as.provided. in Article U. Such claims, costs, lasses and 0 I L I 1 I I I damages %6H, inludo brit not be limited to all costs of repair or replacement of work of others .destroye& or damaged' by- correction, removal of veplacetnerd of CONI'RACTOR's kjective \Nock. CONTRACTOR shall' riot be allowed an eeternign of the Cdnimct Times (or \hlestones) hmause of any delay inperformance of'[He Work attributable to the exercise bv,0WoM-R of OWNE•Rs rights and remedies herzunder. ARTICLE t4-mYI_ mYrS TO CONT_ R_ACTO_ R AND COMPLETIOY. .Sdtrduleof vwues. 1'4.1. The sch6dalc or values established as pmvi&-d in paragraph o 9 will'sen a as the basis for progress payments and will be Incorporated into a. torn of Application` for Payment acceptable to FVGINEER Progress payments on account cif umt MCC Work wili he bawd:on the number of units completed. Appliutnnrt for Prngmta Ngvnq ur: 14:2: At least twenty, okays before the elate established For each progress payment (but not more often than once a month). CONTRACTOR shall submit to ENGMER for reviewan Applicau6n.for Paymerit filled out and signed by CONfRAC'rOR covering, the Work completed as. of. the date ,if the Application and accompaniuf by such supporting documentation ns is required by the Contract laocumcnm If payment is .requ�stetl on the •.Basis. of materiatsand equipment not incorporated in thc. Work but, delivered and' suitably tswr&t ant the site or at.-artgther location agreed to in' Whine, the Applicatiim for Paymcmb shall tiIso be accompt r*ed:by a bill of sale, invoice,or other documentati6n warranting. that :OWNER' has received the nnater6N and equipment free and clear of all Licas and evidence that the inotennls" and egwpment,are covered N ,' sppropriate property insurance and otfier arrangements tit protect OWTNJE's interest therein, all of whicNwill'be. satisfactory" to OWNER. The amount of retninagc with respectto progress -payments will betas stipulated'in the 1\67fdemeat. r\rt}' CtmCfS that are withheld by_thi QWNIER shall not be subiect to aubsotuuon bv' the'CONTRACTOR with securities or any arrangemcnts involvirv> an escrow or wstodianship. By execulmp. the. Rppltcatlon for pa'vment form the CONTRACTOR csprmIy waives his rieht to the benelits of Colorado•Revised.Stawam Seaidn 24-91-I01, et seq. CONMICTOR:s Wi mnnl of Title: 143. CONTRACTOR.vrartantsand guarantees that title to all 'Work, materials and equipment covered by :any Apollcaticm for [iayment, whether Incorporated in the Prolea, or nut;will pass }o"OWNER nu.laier than the dime oC payment free and clear of all -Lions., Ri+ie v oj.Hpplirafiunr jor Prugrevs Puyrnent 14.4, ENGLr7EER will, withiri ten clays after, receipt of each, Applictnfion for-Paymienc, either Indicate in'tiTiting a, EA1)C'OE;1MkL,CONDITIO,bS-N10 Y (1 TO Eil tiuli. 'W/ a rY OF FORT COLLI hS :MOOIFIC.ynoNS (ItEV.1fz0E1U) recommendation 'ofpayment and pikent the Application to� OWNNE[ ,orretum the:Application to CONTR=\CTOR indicating in witing,E\GNEER's reasons forrefusing to. may make ,tire necessary corrections and resubmit the .Applic-coon. Ien days after presentafion .of the - Apphcation'fur Pavment-to OWi`IM,w' h 1NGLIjEERN recommeridafiont'the- ainount rrciimmcnded will (.subject .to the provisions. cif -thc Iiislsentence at' paragraph 14.7) beccmc.due and when due will be paid, by,6W JEft to COi (TRACTOR 14.3,. kNGWEER's recommendation of any payment reques[tzl T `m �pplim6cn for Payment will:constitutc a reprLsemaiion by H-NIGINEER io 0%VN1ls'R, based ow ENGINEER's on,sitc"oliscrvations of the eeccutcd Work as an experienced and gttalilicd design professional and on ,ENGNEER'srcviC'wof'thc Appplication for Payment and the uccompanying data and sclieduk tfutt to, the best of TWGINEER's kno�y ledge, ihformauon and helief, I4 o'I, the Work ;hns progressed: to :the point indicated I4 the qua hryof, the Work is generally, in navrdariex with the contract Dot:uments(subject th- an cval6don of the.,\V6rl, as a,furictioning,wh616 prior to or upon'Subscintial Completion; to therrsults of".any subsequcnttests called tiir•?n the.Contract Documents, to a fin I determmation.of quantities -and classifications * for Unit Price., Work under pa.m7aph 9.10, and to am .pther,gcial ifications.stnted' in the recbtnmetulation); and. ' 14JA. the. conditions' .precedent, to. -IONTRACTOR's" being entitled to such payment atipcar 'to" have been .Util[led ins6W as `it is ENIGIV EM's?cspohsibility co observe the Work.. However, 'by recommending .any such 'payment ,ENG[ EER will noi: theicbv be deemed -,to have represented that: or continuous. ore -site unspecu'onshave been made 'tb. check the quality or the .yuahtity. of dje' Work .beyondthe responslbdates specifically a`igned to ENG[IJEER in the Contract Documents or (a) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold paymcm [o CO ITRACTbk 14.6" ENGLWMV_s"recommendation of any pavmenl, including, finial paymcni,, shall not mean that ENGLYEER' is responsible ,for CONTRACTOR'S means, methods, techniques.sequences. or procedures of construction, or ,the safety prec'autians.and prcgmams� incident 1}ietg}o,. or for -my failure of CONTRACTOR to'tmmply with Laws' and Regulaticrm applicable to_ the - Furrushms or. perCormanar of Wort::. or for any 'Uilura of CON ACTOR to, :pert'tirm or ftirnish Work. -in ut:condance with the Contract Documents. 14.7, ENGI � 1EER may rctusc to recommend the whole orany partof anypaymnent if: iia h�r'GLTEERs opinion, it - would. incorrect to 'make the rep re_senrattons to ,9 OWtvtiRrefeiTidto.ih'pamgraph:14,5. ENplLt-ERviay also refuse to reconimtind'tmy such'pit}m en% ar;,because, of -subsequently disco4crcd evidence. or die.:resuilts. of subsequent irtspecdbns:or tests, nullity pny such payment prevtauslyrecommended. to such extent 'as may be i necessary, n FNGINEFR's opinion'N1. protect MVDTER from [ossbecause:. 13:7_I„ the Work is,drfectnY, or completed Work has a ' been'dam_eil rcguirirfg correction or replac mienf. 1t1.7,2. the Contract' . Mce has, been reduced by Written Amendment or Charige Order, 14.7:3: OWNER has been required To correct -LIfectn•a Wort or complete Work ih accordance with paragraph 13.14..or. 14.7.4. ENUNEER, has. actual latowledge of the. cecurn:ncc: of 'any of the events enumerated. in para�aphs IS.'): I through 0,2:a inchisive_ .OWNER may refuse to make payment of the full amount recommended by ENGINEER.because: 14,7,5. claims hiave been. made agafrst OWNER• on account of C6NrkAc7r0R'spcif6rmariceorf ritishing of the Work,. 14.7.6: Liens have tx:em filed in _cnnnebtion wiih- the Work; except where CONTR Cf()_R has deii'vererl it: specitic iBond:satishn taffy- to OWNER'tb secure the satisfactionand d&ltarge•ot'such.Licrts, 14.7.7., there arc other items entitlingOWNF..R'toaset- offrigainstthe amotitrecorn endetl:or 14.7:8. 044NER has acual krowledge, ,of the occurrence of any of the events enumerated in pamgmplis 14.7.1 throug[t 14.7.3 -or, ptunpFaPhs 15?:I through 1"5:2;4 incliiay.e: butt OWNER must eivo CONTRACTOR unniMate. ,written notice (with a copy'tq ,ENGINEER) stating. the reastVs for such action and promptly payC(ONrRACTOR the ield unodnt sii withh.. or eny adjustment thereta_ atVeed to. by OWNE[t and CONTRACTOR when COINTM,4CTOR corrects to O N-ER's: satisfaction the reasons for such action. - .Substantial Completion: 14.8. When CONTRACTOR.cottsiders the entire Work rmdy for its intended use CONTRACTOR shall notify OV NGR' and &YGQIhLER m Wrnting,thi t the entire Work 'is substantially complete (except for items specifically listed by CONTR.,\C 0Ras inwmplctej and. request Usti ENGLN`EER issue a certificate of Substantial'Completion; Widun a reasonable. time themallcr, OWNER. CONCRACTOR'andDE !GLNTERshall make arfinspectitm of -the Work to determine die status of completion. If UNGINF.F.R does not consider the Work subse+m ally complete;. ENGNEER will notify CONTRACTOR. in {hiring giving the reasons therefor. If 'LNG10F.ER EA'DC OEN R.AL CON1A'nONS Il MS (1900 Editiml 30, our CITY OF FORT COLLUMMOD1FICATIO"4S tRLV a2annl considers the work substantially ctnnplete, ittiR' Will prepare. and deliver. to OWNER it tentative certificate .of Substantial Completion which shall rlc the date of Substantial. Completion. 'There shall -be attached to the certnccatb"a, temattve list of items- to be completed or correctedbeforefinal payment OWNER shall Base seyeft dayrafter receipt of the"tmi-Etive certificate -during which to makewritten 'objection to ENGhMEER as. to any provisions of the certificate or attached list. If. after considering suchthat q.he Work, is, riot substantially complrti..EtiG (i PEER' will wiihirr fourteen days after submission of the ientathve certificatetoOWNER'nodl'y co.\,TRAC.T0,R in writing, sWlmg the..re'asons theref6r. Ik, after canlldemaon of OWNEWs objections ENGINEER considers the Work substantially complete,. ENIGINL•ER will. iyidiin said fourteen [lays ececvte and deliver tu,'OWNER and .00NERA(.r0R. a. definitive certitcam of Substantial Completion (with a revised trnlaUve,list of items to be completed or.corrected) retleciingsuch changes from the .tentative certificate. as ENGNEER believes'justifie_d after consideratioh of arty ,ohjecttons Pram OWNER. At the time,of delivery of tnd tentative certificate of Substantial .Completion, F.ROWP.FR will[ deliver :to OWNER. and CONTRA(7r0R a written rccommctxhtiem asto'division of r*onsiliihticw pcnding finar payment •lx i,eeh OWNFR and CONrPAcTOR with rspa-t to security, operation, safety, maintenance, .heat. utilities.:1rtsumncc and warrantiesand guarantees: Unless and CONT:tACTORagreec otherwise in wriimtt and so infor i FNGINEER in writing -prior to,ENGLNEER's issuing the definitive .cerhhcate .of' Substantial Completion, ENGMER's aforesaidreccinimendation will be'binding to OWNERand CONTRAC OP until fmal 0me t. 14,9, -OWINrER shall' have the ;ri&r to exclude. cmTRAC_TOR .from t_he Woik. after the .date Of Subdaruial Completion but OWNER shall allow C0NTR•1CTOR reasonable access -to complete tin correct items on thetcntative list Partin[ Utilizati4m 14,I0; Use by,OWTvTER .at OWNFTs option.ofiany' substantially completed parr -of the Work, which; (i) has specifically been identified in tha Contract Doctt nam. or (a)CriR.:� 4NF`7ODMER and CONTRA\CTOR agree constitutes.a separately flmetionin„and usablepart of the Woiikthat. can be used 6y OWNER' for its intended purjx�sa without si^;nificint urterfereme with CONTR\CTOR's performance of the,rem4ifidcr of the Work., may be ,accomplished prior to. Substantial Cornpletionof all the Work subject tithe following; 14.10_t.OWNER .at -am time- may request CONTRACTOR in wri*,io,permit OWNTR to use any such part of tie Work lvhiich OWNERbclicves to be ready for its intended use and substantially cumplcte. If CUNTR4CCOkagrcrs that s cli ppaart of the Work is:substantially complete, CONTRACTOR Will citify to. OWNER and i? GINEER that such part of the Work is substantially complete and request E gGNEER to issue a 'certificated Substantial Completion for that part of the Work, i i 1 i i 1 i 1 i 1 1 1 1 1 1 1 n 1 any such part of the Work wady for its mmendcd' us and substantially cumplete and rcyuest'LNG1NTM, to .isuca cemLcate of Substantial Completion for that. Part of the Work. Within reasonable umc sttereither_ such request,, .OWNER, CONTRACTOR 'arid fNGLNEER shall Make -an inspection of that: part of: the Work to determine=itsstatus:ofcompletion. If 'ENUL LEEK does not consider that part oCthe Work'.to be substantially complete. ENGE=,E will notify ­ reasons therefor -.If Ei` GF LFFR considers that part of the -Work to -be substantially complete, the provisions :of paragnphs.14 4 and 14.9 will apply }with respect. to certification of,$ubstantial Completion of that pan of the Work und'the division of responsibility,m respect thereof and access therdto: 14:16 'No occupancy or separate operiuon,of pan of the Work will be accomplished prior,to compliance. •:i��th the rzquirrntznts rjf paragraph i.IS m respect of property msurarwer •Finn! lnspec&tt 1431'. Upon vir ten notice from C.0N7rR.AG'rOR thitthe eridre Work or an agreed - portion thereof is complete,. LN',Gb will make d'trial inspection'ivith OWNER and'f_ON RACTOR and.will notify CON'CILA(,f0R_in wasting of all particulars in which this, inspecuon revSnls that'the'kk'&L is incomplete 6e dejzctr.e. c0N*rRACTl0R_ . shall immediately take such measures as are necessary.lo mmplctc suet ,work or rcmcdy:such dcticicncies Final Appl eddon'for Pnvnienv, 14.12.. After CO1NMV7TOR has completed, all, such correc:titms to the satisfaction of ENGNEER and delivered in aci orianco with the Contract 'Documents all maintenance and. -operating ms,ructi(iris schedules'. guarantees; Bonds,. certifiiatm or othtz evidence of I nsurance .required by pam&aioh5A certificate& of inspectioiL marked -up recoid,documents:(as.providcd in' paZwa'ph6.l9) and other doewnents.•C Nt TReNCTOIb may Make applicatihrr.:for 'Final: p'tryment following the. pruddUre, for prairess payments. The tmal'Appltcdtion for Payment .shall Iht. accompanied (eace'pt Its, previously detivercd), by; 6).all d6 utnentalron called .for in the Contract-Doaunentc mcludiN but ntit".hmitcd• to tlit evidence' of insurance requirztl, bv'subpurngraph 4l'3,. (u)consent. of the siuetl if,any, to Cuial payment,..and. (iii) complete and legally, ,effective. releases �M waivers. (satisfactory to,OWNER) cCall Liens arisingoutofor filed incorkrkdon witk;the Work: • in lieu -or suchreleasesor w-siIvers of Liens and as approved 'by' OWNER, and ailidavii`of CONTRACTOR' that: (i)'the releases and receipts include all labor scrv'ictx.muterial and e4tapnimt Yoe which a Lien could `be filed, arid' (ii) all. payrolls, material and equipment. bills, and other indebtedness, mnrtccted with the Work, for which OWNER or OWNER'S property in ight in any way be responsible have been paid or otlienvisesatisfizd' ffam-Subcgntrsctor orStrpplierfails; Et(�CciEiJE7ifV:,CONDfT16,'t�'�I9IU3 (17jti E:ibticnl. n•/ Q'rY OF FOR f'.COLLI KS :MODIFICA nONS I REV dC.Owi) to famish ,such' a release or receipt in' full. .CONTRttCTOP may' fiunizii a Bond,or,otner collateral satisfactory.to OWNER�.to indemnify '01WER'.against, any'.Lien Release; orayaivers of liens end theicoriserrtoC .the surety on forms'contorminetothe Format of the OWNFR'S standard forms boundintht P: ectmarmsL " Hint Payment unit•l'ccepinncer. 14;13 If. on the basis of INGINEER's observation of the 14'ork ,uring ceiistruciion,and Cma1 Inspection: and - FNIGMER's re4iew of -the fiKaLApplication for Payment ,and accompanying documentation as required by, the C Mirraet l)aitiments, FANG INFFR is :iatisfied'that,the Work hasbecrt completed and CONTRACTOR's'othO cilia lions under the Cuirsuct o ccuments have been fulfilled. ENGINEEWNiall, within tm days after receipt of the f`mal .Application You Payment nd caic. in vnting. .tine ENGINEER will also give written notice to OWNER and'CONTR,1Cl'OR that the Work :is'acceptable subject to the provisions of paragraph L4,13. Otherwise, FN(,INF:RR will return the Application to; CONTRACTOR indicating in writtng the reasons. foh refusing, to. rccommend'final, payment, in. which. case CONTRACTOR shall make the necessary corrections and resubmit the.Appiteation: Thirty days after presentation to OWNER. .of tlx. Application and accompanying m docuentatioinn; appropriate Form -and substance and adith FNGIIIEFR'a recmmnicndation_ and' notice U accepaibihty, the amount rewommendcd,by.,ENGWEER' will .become due' and will be paid by O1BhTFR" to CONTRACTOR, suhi ci .t6 paragraph iT6.t2 of these GeneSl Conilitigijs: 14,14. X :thipugh no fault of CONTR:AGTOR, final_ cdmpletion of the Work -is simificantly: delayed .and if 'ENTGINEER so confinii% OW1VER'shiill,. upon.rcceipt kif 'CONTRACTOR'S fmal Apphtntion i5* Payiffi tt aml recummendatien of L'NCULM end without terminating, the Agrdemnt, emake paynientof the balance due for that portion ofthe'WorkMycompleted and accepted, if the icniahng;bnlance to:be'held by OWNL•Rfor 'Work- ,not fully completed or coirectal is less than the retainage stiputated'in',the \greeaieat, and if, Bonds, have been fimushed as requvzd in paragraph 5.I1 *:tfte•written consent of the surety, to the payment of the balance due.for tliat kationufthe Work fully completed and:accepted shall lx submuted by CONTRACTOR lo'L•NGTNCEIZ with the :;(pphcation_ for such: payment Sucli payment shall be made under the Lems'arid conditions,-goveming final payment; except that it .shall not cointitute:a�waiver of claims. '6Vaf11e7 ofcMims. 14,15..'flit, make ig atul acceptance 6ffual paynimt.Nvdl constitutes 1:4, I5.l,a wailer of atf claims'.by OWNER,. again# C OIv TRACTOR except claims arising Iom wsetded Liens,.fr m.e4fecme Work appesring nffer. 31 1 final inspection ;,pitrsuant to ,paragraph 14 11,..trom Gidure to complywith _the Contract DocumenLs or thz terms of.ariy spccial�guarantees sprciGrd therein, or from CONFFRACT.OR's•coiainumg obbgatidints under the Contract DocLa tents: aril 14.15^. A' waiver of all .claims by CONTRACTOR ."< rise OWNER' other tlhvt those previously made in 'wnuhg-andstill unsettled.. ARTICLE 1,5-SUSPE`1SION OF WORK AdND 'CE&�[IL�ATfOY ORiVER":ilaySu�pend� 14"ark.-. 15.1. At any time and without cause, OWNER may. suspend the Work or any portion thereof for a period 'of -not more .than. ninety days by notice in writing to CON'rRAcrOR,andENGINEER which will fir, the, date art which, Work will he resumed: CONT RA&M' shall. reaime the Work- on the date so fixed 'CONTRACTOR shall he411o%- d an adjustment in'the Contract 13iceor an extension. of the, Contract Times, or hKiih. directly attributable" to .any such suspiinion' if (;0N,rR:A(3r0R makes. an apprdvLd claim therct'or as ,provided. in :\rticics I I am In. 01KYER Jlay Tffnutiate:. 15:1 Uport the occurrence of arty one or more of the. Collowingcvaras: 15.?1, ifCONTRACTOltpersistently thils to, perform the Work in accordance with thL coritnid,Doctirn&ts (inchtding: but notlintitedto; failure tosupply_sufficient skilled workers or suitable materials or equipment or failure to,'adhere: to --the p[ogress- schcdule esutblished undzr;purtpi ag'3,9 Rs adjusted front .tame to'tini pursuant to parai raph 6.6); if 'CONTRAi_7OR disregards .Laws. nr R�tihttigtvs of any pubic liodv; Having jurisdiction; 1 2:3., if CO TR.,1CTOR disregards tiie kakority of ENGUvEER_ or _ I-5.24, if CONTRACTOR 6therwLse violates„in: any •substant"I '-way, arty provisions. of the Contract �1knvments O}VNER, may, after giJing CONI'R.-ICTOR (and dii surety,.if.any):seven days';kyntt@n notice and tc•the extent permitted. by: Laws -rind Regulations, terminate the'serviixs ofCUM RACTOR:_cxcluild CONTIG\C.TOR-ffam the_ site and take possession of :the Work and of gall' CONTRACI'OR's fouls. appliances, construction equipment .md machincery at the site and' use the.same to the Cull eetentthey could' be NR used b1 COTRACTO (without liability to CONTRACTOR •for trespass, or conversion incorporate in the, Work: all mstrnals ar d equipmentstored at the site or for which"OWNP-k has paid' E1CDC QENMAL CO -Iv ritoz< I!)IO" 1p')9 EiLtimt- '�� "WI CITY OF FORT 0OLLIMMODItIC•C11ONS IREV420110)' CONTRACTOR but which ;ire stored etsewhere; and fmisli the:\Vork as OWNTiR may deem expedient, In,=h case CONTkaCTOR shall not t;e entitled w receive any further payment until the Work _is finished 'If the unpaid halance.of the Coraract.Rice exceeds all claims, costs. •losrzs and damages sdstainiad hi• OWNER arising out of or msul'tinn. from completing the Work such excesswill be paidto CdNI M\C.TOR If such claimss .costs, losses and damages•: exceed such unpaid battmce, CONTRACTOR shall pay thr,diLTerencc to.OWNER,. Such claans:.cbsts, or 15.3. Where CON'IiRAC 0It:s.serviw% have K:en:'..so. .termiimted..by OtVNER, the termi_riation' will not. affect any rights' or remc.dcs, ut OWNER. .a-ainst -CUNTRACTOP then.eptii sng or which, may -thereafter aecrue, Any retention or ;payment of moneys due CCAJrRAM'OR by OW?iER' will not. Yclease. WiN I RACrOR"Hai liability-, 13A 'Upon seven -day.� written :nodcc to 'C0N7'Ra(.'I'OR :and E,IUINFf: OWNM'•may, without cause _andcvithbutpnjudicc to any other riot or remcdy,bf OWNNER: elect ioltzrrtiinatc the Ageement. In such ' case,' (:ONTR.,v r0R' hau; he paid '(anthout duplicati thof anyitems). 15.4.1. for completed and acceptable. Work executed imaccordancc with the Contract Documents prior to the eMctiv ,data: or termination,, including: fair "and reasonable, stints, for overhead and.ptofiton such Work. 15;4.2 for expenses sustained prior to the elTective dada of tennination in petformtng services and hiinishing labor,materials or eGuipment'as,rtiqutred. by ,the, Contract 'Documents, in connection with uncompleted" Work, plus Catr artd'reasonoblz sums for oycdwad'and profiton such expenses;. 1,543_ for all clabiis, "i: %K' losses and damages ureuirod, ui settlement ofterminated contracts -.with Subcontractors, Suppliers : nd'olherS •and 15 -1:: for reasonable expenses directly"aftiibutable «)term ination. CONialcACTOR: shall not be pid'on accounl.oI loss bf ariucipated profits or revenue or other ec(uiomic loss arising out of c r reselling".from such termination C6iV1'2LCT0R,lfay Stop Work orTerriii.gmei ISA IC through no actor fault of CONTRACTOR, the Work is suspended ror a'period of.Wure then -ninety days try+• OUTiER; or tuider an order of court or other _public authority, or F-2;0rNEER: fads,to,act on any" Application for Payment within. thirty days after it is submitted er. OWNER fails for thirty days'to pay. C )t YCRAC Tt)R any. I 1 1 I sum finally detatninied to be due, lien COVfRACTUR may, upon seven days' written nobie to. OWNER ' -and ENGWEER and provided OWNIM or.ENGWEER. do not remedy such suspension or -ladum within that time. ternunatei :the .Agreement.and recuver from OWNER payment on the same'terms'as previdedjn reragraph 15A.. In lieu of terminating the :4gcemcnt and without prejudice ,to any otl er.right or remedy, if l3NGl2N= has,faded to .act on an Application for Payment iiithin thirty days after it is submitted. or OWNER fats failed for:thirty days to pay CONTRACTOR any, suniz finally determined to be flue. CONTRACTOR may upon seven days ,%vnL1m notice .to OWNGR mid GNGINEGRsmp the Work until lruy-mentof all such, amounts due CONTRACTOR, including interest thereon' The provisions or this ,pamgmph I» 'are not 'intended to'pfecludcCONTR?eCTOR from making claim under Arlirdes I I- and 13 for an increase in Contract Price or Contract:riritcs or otherwise for expenses`,ordamage directly attributable to CO\*TRAcrofes stopping %York as permitted by this paragraph, ART IC L6.16-1? iW(F1'. E RESOI,urnxV If and to the cstcnt that OWNTER and CONTRACTOR have agrees% on the method and procedure lbr resolving disputes between them, -that may. arise under this Agreement, such disputcre olution mcthal:and proce._durel. if any, shall 'be as set Forth in PshibitGC-A, - Dispute Resolution Agreement , to be attacked hen:to-and. made a pirt hereof.. If no suchagreement, on. the method and procedure for resolving such disputes has been reached;. and subject :to.the provnsions.of paragraphs- 9.10, 9.11. -and - 9,l<'. OWNER and CONTRi\C OR may-exercisesuch rights. or remedies a. either may othenise have under. the Contract Documettts,cr by Lawvs.or Regulaticm in respect of any. dispute, ARTICLE 17-INMISCELL.AINTOUS G7iiitg iVritico.' 17.1- Whenever any provision of the. Contract Docamo-lu requires. the givvas of written notice,. it will be deemed to have beegvandly given if clelivaed in personto. tke•inrliviiltiaL or ton. member of the firm. or to.an n officer of the curWralion for whum'it is'intended: or if delivered at or sera by.ieersterr l prepaid; in the last businesi•edrhess lotbwn to the pyerof the notice: 17:2t Computafiuirof Tune:. 17?.1. When any period,oftiine i rereaed to in the Contract Documents by days. irwvili'Lx cumputcd do cu ltick ' the 'first. idiot include the last,day ,of such period IF the last day of Tay such period falls on a. Saturday or Sunday or on a,day made a legal holiday by the Is W of the apphcable.jurisdiction such day will, be omittedfromthe cottipurapon_ " E•JC'L)CS;bNtR4l:,COND171U.�S 191U$ (17Ni E:ifi[iui1, wIa'iY ofrolrr cnLCINsslounaCATtoss(K- v,trzona 1:7:12: A calendar day of twenty -rota hours measured from,niidriieht to the nest midnight will constitute a .may Niltice oj(,:iauit 17.3 ; ,Shaiatd UIVNER or GO.�ITR:\GTUR aifferinjury or damage .'to person or.property because of .any crror, omasstonaracl of the other purty,or of any of theother pnity e.mplovees of agents or others'for whose:gcts the other party is legally liable; claim will bemade'm wvrttirm to'the other prry within reasonable .tame of.tka first, obscrVance of suchamjury or dama5c.. The provisionsof this paregrjph ,17 'shall' not be construed as a substitute for or a waiver of the provisions of, any applicable statute .of limitations or repose.Cttt"l atra•e ReirrerLes� 17.d. The duties .and vbligations ,imposed by. these, General Conditions and the.nghts and rarredies available hereunder to the parties hereto., find. iii palicular but wahout- limitation, the ;vamnnm guarantees aura. .obligations imposed uponCON.1 RACfOR by pamgraphs6,12,'6.1(�630,ti:3,L,632, 111-, 13-1'; 13,14, 14,3 and F5.2 and all'of the rights andremcdies avalahlc to 011'NFR and FNGiNF,ER thc*munder are. ihaddition to, and are not to be construed m any' wi•a} as a.li citation of rang rightward remedies available.to any or all' o£them wfucH.aie otherwise impizcd or available 6y Laws or Regulations.by special warranty or guaramce or -by -other previsions of the Contract Documents; and the provisions of .this prmgmph will' be as etlective as if rcp Lntcd specifically in the Contract Documents in connectlon.with eachparticul_ar duty; obligation, right andremedy, toyvkich they apply: Profecrioaul Fees and Court Cox& Inctuda 171 'Whenover' referene is made to "claims, costs; lossesand 6niagcs% it shall'include in each Casa: but not, be limited to. all feel and charges of eneineers• arehitcc(.s, ,attorneys and other ,professionals and all court or arbittdtionor. other dispute resolution costs. 17.6: 'The laws ot_±L tale o�C,glcradq app y to: is Agreement Reference to two pertinent Coltirarkn swtutgs ,are as'follows- 17.6.2. -if a claini••is Chid. OWNER is reutrired•bv law (CRS:38'26-107) to withhold from all.lavments to .CONTRACTOR -sufficient .(=Js to- insure the paymrcnt of all claims for labor, materials, team hire_ stutemtncr.- broviston's. Provender, orother.'suooites used or consumed bv- CONTRACTOR or- his 33 L�� EIODC r2.*Y XL CONDITION 611)�S,if`JW Mdwl 34 a9CTCYO6 FORT COLUM MODIFICA f1(jNS1AL%'42000)' I I I I 1-1 11 leff blank I I I I I EATCOENUULCO14DMO,`. t9VR ;VJCI rY OFFOR,f COLU NS40DI-FICA HON'S flk B`4�726001 F� I 11 SECTION 00100 INSTRUCTIONS TO BIDDERS -6xDCGENM.xL CONUMONS 010-S 35 wtCTFrOF*rORf COEIUM 1 11 1 1 'E.YHTBIT CC -A :to Ceneral'Condltions of' the, Construction Contract •Bchvicen OWtN_ER:ani1 CONTRACTOR -DisPUTI'E-RESOLU NAGRMIC•NT,. O\VVER and 'COAt'l ACTOR' hereby agree that Article :16 _uf the Gcnmal.Conditicns of he'Corstrutiun Contract' heiwcen OWNER `and CONTRAC"COR' is. amended to include the following agegment of the cartiew " to.l. All _claims, disputes and .other, mattersin question betwuen'OWNER .and CONI PUC rOR :arisrrg• out of or relating to thc-< ootr3ct Documents or.the breach thercbf (exceptforclamas.which havebccn,watvcdby� the, nicking or acEeptance of final.payment as provided .1_iy paragaph 14.15) will. be decided by arbitration in accordance with. the, Construction :Industry .arbitration Rciks of the American Arbitration Association 'then bbta.". hag, subleot to the limitations of the. Article 16 This agrccment so tci.arbnraic and any other agreement -or consent to arbitrate entered'into in accordance herewith as. proiidcd In this:Articic_16 wilFbc,specifcally enforecvible under the prevailing law of ant court havingjurisdiction, '.16.2. No demand far arbitration of any claim, disputc- or other :natter that .is required . to tic rerei ed to ENIGNELR iriiimlly for decision imaccordince with pamgmph 9'.J 1.'will he made _until the carlieror(a) the -date on. which ENG NtrEM has..rciidcrcd a written decision or (b) tha that} first day after the parties have presciit2d their ,ev,idence to`LtiGDtEa-if a. written decision has not been rendered by VGIri<EM before that dit� {fo demand for arbitration of`anv'such claim,. dispute. or odiet matter will - be made late titan that.• days after the date on which ENGINEFR. has rendcred,a rtinttcn decision tin respi.�et thereof in:iccordance,, With paragraph 9 11. and the faikure to.demand arbitration .within.said thirty day!e period Wi1L result in 4NGINELR's decision being final, and binding upon_ OWNER. and CONTRACTOR- If•ENGINEER renders a decision after arbitration pruccedin6s have been initiated, -such decision may be entered as evidence but will not supersede the arbitration: pioccodingyex&l5t where'dic. decision is acceptable to the partiesconcemed; No demand for arbitmuon of ern written deelsuin of L.NG WEER rendered in accordana with para`grlplt _9.10 will be made later thantert days after the pwtymastng"such demand has, delivensl' wriften notice of intention tq appeal, s provided in pvran-api 9:- 16.3. Notice at' the.demand fin•, arbitration will be Cited in writine'with the other panty. ta'the Ageentent and - with he Auierium arbitration assa.ialioit and a copy vrill be sent'to EIv�GRMR "for information -'The demand for arbitmtion wall be.made withui the firty lay or wo-day period q)cerned In paraeraph.l6.2 as applicable and in all, other cases within a reasonable ume after the claun, dspule or other matter in question has'aiisen„and'in'no event. shall' any such demand be made after the slate Am institution of IegeL'or"eyuuable pro 5ecdings based on such claim d spate or other.' matter in question ':=uld tic. Barred by the applicable statute of limitations:. bC'DC GENEi6l_ CO IATIONJ 1910-3 l t 9911 Wtirni •xi f«•[Ty (1F FORT COU.INS MODFFICATTO\S;(RF_I,Yr99) 16.d. Except as ptuvlded in Oaragraph' 16.5" balarv; �no aibifrattion arising out of or relating to, the .Contract: Dticcuncnts shall include by.contsolidaiicm. jiiinder...inany, other manner' ani• other person or entity (incl cling F UQ(EEf E tGlt EEft's C'onultanL and he. offcers.. .directors aeents, employ or consultants of any`uf them). .who -is act a party,tb ihis'e mtract'unless: 1&4 I. the. inclusion of sueh'otha.pason or.erdiiy is necessary-il complete rchel Is to be affor,.k&amutg: these who are already partic to the arbitration ant[ 16-1.'_:.such other .person or entity, is substantially involved involved in a question of latY or fact which is common to those who, are already parties to the arbitration. and which will arise in such proccedinys and. 16,43, the written consent of the other persci7. or entity sought to .'be .included and -of OWNER and C'ONTRAC TOR has been obtained for such inclusion;. which..consent shall• male specific reference to this. paragraph;,hut,nosucheonsent.shall constitute consent to.arbitmtion btany dispute not specifically deicribcd In,�such consent .orIto- arbitration with any party not t7secitically identified in such consent 165: Notwithstanding paragraph 104.':if a'daim:, 'dispute or. other matter in.quesuon,between O\6NER'. and C0N7MICT0R involves the lVork of,a Sub: c uractor, either OWNF,R or (`M11 RAUFOR may .join such Subeontmctor as a party to the arhitmuon between 01 INER. and cONTR'AC 1 OR hereunder: CONT,RAMOR shill' include 'In all. subcontracts tequired'by paragraph 6.11 �a, spcct iic provvjsion w'hcrcb}- the Subcontractor cgnscntstto tieing joined in an' arbitration bchveen O%VhLER_ and CONTRACTOR involving the ' �eVork of such Subcohfractor.. Nothing in.this pamgraph 16.5 nor'in.the provision of such subcontract asnsenting to joinder shall" ,create any claim; right. or cause of action infavor of Subcontractor' and 'aj;mns =N'ER. ENGLNEER or 'Gi IC;NGLR'sCorvsti Rants tint{ des imt isthc[wise i•rist, 16,6, 'The.award'rendered by the arbitrators will be. fmnl,judgmcntanay'Ix enured.ulxin,iainanyeourthaving' Jurisdiction thereof ana',ii will not be subject .to mahLc.dtion br appeal: 16.7: OWNER-wnd,CONTRACTOR agree licit they shall lust -'-submit .anyand .all unsettled cl`aims,. counierc6ints, `disputes and other matters ui question bawecn them anstrg�, out.. of or relating to the, Contract Documents or{he breach there-QQ'drspules 1, to mediation by the Arnerican Arbitratirin Ass ciati n, under the' Construction. Industry- Medation Rules of the American Arbitration Association prior to either of'thein initiating. ugainst the .other a demand for ,arbitration pursuant p:uagaphs -16.1 through.- t66 tmless: delay ,in. tmuating- arbitration . would irrevocably prejudice one of the-partici. fhe rQ*cuve=thirty and ten, day time linids:within which ,fo file a demand for arbitration as.provided'in paraeraphss 16,2 and 16:3' above shaH be suspended With resWet .to a, ilisputc submitta& to medwicn within those, same apphcabielime limits and.shall remain suspended until ten days after the teimination`of the mediation. The mediator of any-disputc submitted to m sliation.under this Agrccm erit steal! not serve as arbitrator of such'dispuie'unlessutherlvtse- ,at,�eed GC.rll Eid)c uENIERAL CONDI rioNsq 91 o..3 ( t 9,Jij Eeam') %vf rlTV,OF FORT CoLl -TNNfl)DIF ICATFQ\SaRFV 919 4) 61; 14ftlel►[1I1I:I1I17 SUPPLEMENTARY CONDITIONS 11 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-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. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. I 1 SECTION 00900 1 ADDENDA, MODIFICATIONS AND PAYMENT 1 00950 Contract Change Order 00960 Application for Payment 1 1 i i 1 1 1 1 i 1 1 1 1 1 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Concrete Maintenance Project Phase I CONTRACTOR: Vogel Concrete Inc. PROJECT NUMBER: 7361 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 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DAT Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER: Date: By; APPLICATION FOR CONTRACT AMOUNTS PAYMENT Work Work Completed Completed This Previous Bid Month Periods Item Unit Number Description Quantity Units Price Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Work Completed To Date Amount Qty. Amount $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PAGE 2 OF 4 Stored Materials Total This Earned Percent Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 M M M M M M M M M M M M r M M M M M M CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 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 ed.) 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. 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. STORED MATERIALS SUMMARY On Hand Item Invoice Previous Number Number Description Application Received This Period PAGE 4 OF 4 Installed On Hand This This Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 e= IM M M r i M M M M M M M =1 M M w 2012 CONCRETE MAINTENANCE PROJECT— PHASE I GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS ' 01010 Summary of Work General Requirements 2-3 01040 Coordination General Requirements 4-5 01310 Construction Schedules General Requirements 6-7 01330 Survey Data General Requirements 8 1 01340 Shop Drawings General Requirements 9-11 01410 Testing General Requirements 12-13 1 01510 01560 Temporary Utilities Temporary Controls General Requirements 14 General Requirements 15-16 01700 Contract Closeout General Requirements 17 01800 Method of Measurement and Basis of Payment General Requirements 18 L I [1 f I I I I I I 0 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz and/or Kathleen Maddox will be the Program Manager/Project Engineer Darren Moritz 970-221-6615 Office 970-221-6218 Kathleen Maddux 970-221-6615 Office 970-222-8781 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. u General Requirements - Page 2 of t3 I 1 SECTION O1010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado ' 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 1 Local Contact: Pat Kreager970-566-4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970-689-0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast ' 493-7400 *Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: ' Poudre Fire Authority Non -Emergency: 221-65 81 Emergency: 911 Police: City of Fort Collins Police Department ' Non -Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION I Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements — page 3 of 18 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONS[BIL[TIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor' s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the Project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements — page 4 of 18 ' SECTION 01040 COORDINATION i C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. ' I Review of any pending change orders. 4. Revision of Construction Schedule anticipated two weeks in advance. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION I I u [I I I I IGeneral Requirements - Page 5 of 13 t SECTION 01310 CONSTRUCTION SCHEDULE 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show complete work sequence of construction by activity and location for the upcoming two week period. 2. Show changes to traffic control. 3. Show project milestones. B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. ? Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 6 of IS SECTION 01310 CONSTRUCTION SCHEDULE ' 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. r I I I t END OF SECTION General Requirements - Page 7 of IS SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to needing , surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. , D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. ' E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by "+" or "x" markings. The Contractor shall reinstall all existing property line markers in the surface of the new concrete. The Contractor may accurately offset the existing mark for reinstallation or may notify the City Survey Crews and request the offset location prior to removal of the concrete. G. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements — page 8 of 18 SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, 1 operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. General Requirements —page 9 of 18 n 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 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 (e) 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. 1] 1 SECTION 01340 SHOP DRAWINGS 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. J. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: I . Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 %z" x 11 ". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b.. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. General Requirements —page 10 of IS I SECTION OI340 SHOP DRAWINGS 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. IB. Minimum number required: 1. Shop Drawings. 1 a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 1.4 RE-SUBM[SSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. IEND OF SECTION I I I [1 I I IGeneral Requirements —page It of l3 I SECTION 01410 TESTING 1.1 GENERAL , A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: All performance and field testing specifically called for by the specifications. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests ofall items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor' s control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. General Requirements — page 12 of 13 Q I SECTION 01410 TESTING D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly. END OF SECTION General Requirements - page 13 of 18 SECTION 0 15 10 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. L2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or famishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure facilities from public view to the greatest practical extent. END OF SECTION General Requirements — page 14 of 18 I 1 I I I r] SECTION 01560 TEMPORARY CONTROLS LI NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest editions of the "Manual of Uniform Traffic Control Devices" ' (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govem. ' General Requirements —page 15 of 13 I SECTION 01560 TEMPORARY CONTROLS 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION l General Requirements — page 16 or 18 J ' SECTION 01700 CONTRACT CLOSEOUT ' 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS ' A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs and written descriptions of said work as may be required by the Engineer shall be submitted prior to project acceptance. 1 END OF SECTION I I I I IGeneral Requirements — page 17 of 13 I SECTION O1800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION General Requirements —page 18 of 18 SECTION 02000 PROJECT SPECIFICATIONS ' The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", latest revision, and the current Larimer County "Urban Area Street Standards" (hereafter referred to as the "Standard Specifications"), latest revision, are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. ' INDEX OF REVISIONS SECTION 104 Traffic and Parking Control ' 105 Control of Work 107 Safety and Protection and Restoration of Property and Landscape ' 108 201 Prosecution and Progress Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control and Inlet Protection J ' 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt — Patching 604 Inlets and Culverts ' 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement 623 Irrigation System 627 Pavement Markings 630 Construction Zone Traffic Control 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. 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. REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection t04.04 shall be amended to include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, W EDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., Concrete Repairs) See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. No Parking signs may be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor or Flagger All information on the "NO PARKING" signs, with the exception of the type of work, date, and time shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the no parking notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to arrange for towing. If the No Parking sign has been in place for a minimum of 24 hours, then the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification by the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with towing illegally parked vehicles. Work performed by the Contractor without traffic control or placement of "No Parking" signs will not be paid for under the terms of this Contract. The Owner may deduct 51,000.00 per day for each day traffic control devices are not in compliance with these specifications. The Contractor shall not be paid for delays resulting from traffic control issues. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer shall meet to discuss the progress of the work, placement of traffic control devices including "NO PARKING" signs, and required adjustments. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. Requested changes to the traffic control, including additional signs, barricades, and/or Baggers shall be implemented immediately. It is the responsibility of the Contractor to minimize any inconvenience to the puuhlic as a result of the work. The Contractor shall maintain access at all times to businesses and schools impacted by their work. Construction schedules shall be communicated to each business, school, and resident 43 hours prior to commencing work. Traffic control shall be paid under Revision of Section 630, "Construction Zone Traffic Control" found herein. Project Specifications -Page 2 of 39 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL NO PARKING Wed July 7 7:00 AM - 6:00 PM CONCRETE REPAIRS END OF SECTION Project Specifications - Page 3 of 39 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: AUTHORIT OF THE ENGINEER Subsection 105.01 is hereby amended to include the following: No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non- compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non -compliant periods. PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION DRAWINGS Subsection 105.02 shall be amended to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 before the commencement of work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUNINIARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 107.02 Topsoil Soil Analysis Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.06 Spit[ Kit: List of items included Yes No 212.02 1 Bluegrass Sod Yes No Aggregate Base Course Soil Anal sis Yes No Concrete Mix Designs Yes No Curin Com ound Yes No Finishing Aide Yes No N MSDS Sheets for Curing Com ound and Finishin Aide Yes No Traffic Control Plans Yes Yes TCS ualifications reoccurs when TCS and flu ers chan e) Yes No Resident Notification Letter Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall be amended to include the following: The City's commitment to our Environmental NlanageutentSystem (ENIS) requires that vehicles on Cityprojects shrill comply with the adoption of a "Limitation on Engine !riling" to reduce environmental impacts related to construction. Please comply with turning off vehicles instead ofidlingfor Ion. -periods (more than three minutes, as a general rule). Project Specifications -Page 4 of 39 irl ' REVISION OF SECTION 105 CONTROL OF WORK ' Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and ' replacement loop detectors shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation ofnew loop detectors. The Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. ' COOPERATION WITH UTILITIES Subsection 105.11 shall be amended to include the following: ' City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or ' completion of the work being performed by other Contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. INSPECTION AND TESTING OF WORK Subsection 105.16 shall be amended to include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of ' required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the Engineer from any responsibility for additional costs or delays caused by such failure. ' Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may ' be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION ' Subsection 105.19 shall be amended to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left un-cleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. ' The Contractor shall maintain the streets during the construction process as prescribed above. If street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide said service. All cost of maintaining the work during construction and before the project is accepted shall not be measured and ' paid for separately, but shall be included in the work. END OF SECTION Project Specifications - Page 5 of 39 REVISION OF SECTION 107 ' SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Section 107 of the Standard Specifications is hereby revised as follows: ' Subsection 107.06 shall be amended to include the following: Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local, State, ' and Federal safety regulations to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be ' responsible for the compliance of their employees and the Subcontractor's employees. The Contractor's safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor or Subcontractor who refuses to use the prescribed protective equipment designed to , protect him/her or willfully damages such equipment constitutes cause for the Engineer to request removal of the employee from the site. 107.12 be include the following: ' Subsection shall amended to The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans, details, or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It ' shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. ' If the removal area adjacent to the concrete repair is five (5") inches or less in width, the Contractor shall clean the area of all construction debris (i.e. concrete, road base, etc.) to a minimum depth of four (4") inches, prepare all edges to be clean and vertical, and place and compact topsoil. The topsoil shall be compacted utilizing a hand ' operated roller or other method approved by the Engineer. The placement of backfill and top soil for concrete repair locations shall be completed within two (2) working nays ' of the placement of the concrete. Excavated soils from the repair locations may be stockpiled on site and used as backfill for the new concrete installation. , Topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, toxic substances, or other material which would be ' detrimental to the proper development of vegetative growth. Topsoil shall have 100% passing the 1/2" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis for approval by the Engineer. The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be ' placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles, and contours shall be maintained. ' If any portion of the area to be repaired is greater than five (5") inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1.0') foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken ' place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. Project Specifications - Page 6 of 39 1 ' REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the ' sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (LO') foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and ' protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced ' at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded lawns shall ' be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the ' Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days ' from the date of damage. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. ' All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for separately. ' END OF SECTION I Project Specifications - Page 7 of 39 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall be amended to include the following: A schedule of work must accompany fury bird, and shall include the number of working days per area to complete all work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall be amended to include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC 9' �tfi�4 ��hPl 3l ih�r'F�Ii��Bi 'S���y �I �Ndl���ll l��911�i �jq 'I't¢ ���'I K 9 1 9 A 11MInn 31 l 3 1 M r S �i �B i� ��I �lu0 �i lLlL i�rl�tl 1 �. s.J��I.IiIM+I i I�rlr'0I'�I�vd �4� 1��31j.�r slia(��III'�711M II.!�iA sl ICI! Ali �II�flXl�I hh�n�lalf�IIII�IA�,I I'II PI�.t n..a'.:I'JI'�ild ASV �'IIA1+311.191nlidnl DETERMINATION AND EXTENSION OF CONTRACT TIME Subsection 108.08 shall be amended to include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. All Work is to be completed in one hundred forty (140) consecutive working days and during the months of March through November. FAILURE TO COMPLETE WORK ON TIME Subsection 108.09 shall be amended to include the following: Failure to meet the agreed upon milestones or fully complete the project in one hundred forty (140) consecutive working days, shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional Contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. END OF SECTION Project Specifications -Page 8 or 39 ' REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS ' Subsection 201.02 shall be amended to include the following: When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to ' root removal. The Engineer and the City Forester's representative shall then make a determination regarding removal. When it is apparent that the tree roots have heaved the concrete section, the Contractor shall remove the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to concrete installation due to root grinding shall not be considered for additional traffic control payment or additional days added to the total contract working days but shall be anticipated in the Contractor's schedule. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. ' BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: ' All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION Id I I I I iProject Specifications - Page 9 of 39 11 REVISION OF SECTION 202 ' RENIOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: ' DESCRIPTION Subsection 202.01 shall be amended to include the following: ' This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line. ' CONSTRUCTION REQUIREMENTS Subsection 202.02 shall be amended to include the following: ' Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer. Dust created by sawing shall be mitigated by wet sawing or other means , approved by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to ' run through the gutter flowline for more than 100 ft. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm . water protection device or other means of controlling run off of residue as approved by the Engineer. See Section 208 "Erosion Control and Inlet Protection" contained herein. ' METHOD OF MEASUREMENT Subsection 202.11 shall be amended to include the following: Sawing shall be measured by the lineal foot. This item shall only be measured and paid where the Engineer directs sawing not already being paid under another item. ' Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured ' and paid for separately. Erosion control measures used during sawing are considered incidental to sawing operations and shall not be measured and paid for separately. , Project Specifications - Page 10 of 39 1 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS BASIS OF PAYMENT Subsection 202.12 shall be amended to include the following: Payment shall be made under: Pav Item Unit 202.01 Sawcutting<4" LF 202.02 Sawcutting—Additional Inch Depth LF/IN The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION Project Specifications - Page I I of 39 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. i10.2. 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 responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER o� 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. REVISION OF SECTION 203 EXCAVATION AND ENTBANKNIENT Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 shall be amended to include the following: This work shall consist of removing and disposing of the existing pavement, base or other material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 shall be amended to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface with paint by the Engineer. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class l (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class l Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer. Project Specifications - Page t2 of 39 ' REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT ' The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and perform other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for ' Borrow. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. ' METHOD OF MEASUREMENT Subsection 203.13 shall be amended to include the following: ' The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and perform other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials ' not measured by the Engineer. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard complete -in -place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT ' Subsection 203.14 shall be amended to include the following: Payment shall be made under: ' Pav Item Unit 203.01 General Excavation CY ' 203.02 Borrow TON The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and ' incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete -in -place, and disposal of unusable materials as shown on'the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION IProject Specifications - Page 13 of 39 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be amended to include the following: This work shall consist of constructing, installing, maintaining, removing, and relocating when required, erosion control devices during the installation of the Work and at a minimum at all inlets to prevent or minimize erosion, sedimentation, pollution of any state waters, and infiltration of construction materials into the inlets. Work shall be in accordance with the latest editions of The City of Fort Collins Urban Drainage and Flood Control District, Urban Drainage Criteria Manual, the City of Fort Collins Environmental Standard Operating Procedures, (also see Section 04000 contained herein), and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility ofthe Contractor. Any damage to surrounding properties or facilities, either on site or offsite, related to erosion caused by construction of the project shall be the sole responsibility of the Contractor. MATERIALS Subsection 208.02 shall be amended to include the following: Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near a load site shall be required. 3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall be required. Recycled Rubberized Inlet Protection shall meet the following requirements: 1. Infill material: Shredded recycled rubber 2. Weight: approximately 10 lbs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 oz/yd. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be amended to include the following: All erosion control measures shall be installed prior to starting the Work. Straw wattles shall not be allowed. Devices shall be approved by the Engineer. It shall be the Contractor's responsibility to ensure that all roads on or near the project are kept clean of construction debris that may enter the inlets during the course of the work. Inlet filters All storm drainage system inlets shall be filtered before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drainage systems. Project Specifications - Page 14 of 39 J I REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D-23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by the City. Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb-ooenine Inlets Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) constructed according to Figure D-25, or as Approved by the Engineer. Maintenance The Contractor shall continuously maintain erosion and sediment control devices to properly function during construction. See Detail SC-5 contained herein. All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. MATERIALS HANDLING AND SPILL PREVENTION Subsection 208.06 shall be amended to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and Fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer. METHOD OF MEASUREMENT Subsection 208.11 shall be amended to include the following: "Stormwater Protection — Rock Filled Wattle" and "Stormwater Protection - Recycled Rubber Filled Wattle" shall be measured and paid by the lineal foot for each inlet location when devices are installed and accepted, whether the protection device is new or has been relocated, and as directed by the Engineer. Inlet protection shall include sufficient length to protect around the perimeter of the grate. Excessive lengths shall not be paid. "Stormwater Protection — Straw Bales" shall be measured and paid per each installed and accepted, and as directed by the Engineer. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not be measured and paid separately. Street sweeping of sediment shall not be measured and paid for separately Project Specifications - Page 15 of 39 I REVISION OF SECTION 208 ' EROSION CONTROL AND INLET PROTECTION Protection devices shall be installed at load sites and on the downstream side of stockpiles, base piles, and truck , wash out areas, or as directed by the Engineer, and shall not be measured and paid for separately. All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. ' Erosion control measures used during sawcutting are considered incidental to all sawing operations and shall not be paid for separately. BASIS OF PAYMENT , Subsection 208.12 shall be amended to include the following: Payment shall be made under: ' Pav Item Unit 208.01 Stormwater Protection - Rock Filled Wattle LF ' 208.02 Stormwater Protection - Recycled Rubber Filled Wattle LF 208.03 Stormwater Protection — Straw Bales EA , The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating when required, erosion control measures, as shown on the plans, as specified in these specifications, and as directed by the ' Engineer. ' END OF SECTION 1 1 I Project Specifications - Page 16 of 39 1 ' REVISION OF SECTION 21.2 SEEDING, FERTILIZER AND SODDING ' Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 shall be amended to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with ' these specifications, accepted horticulture practice, and in reasonably close conformity with the existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work does not occur. See Section 107 "Safety and Protection and Restoration of Property" found herein. ' MATERIALS Subsection 212.02 shall be amended to include the following: ' Topsoil Topsoil shall conform to the requirements of Section 107, `Safety and Protection and Restoration of Property" found herein. Sod Bluegrass sod shall be nursery gown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 ' inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. ' Each load of sod shalt be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. CONSTRUCTION REQUIREMENTS Subsection 212.05 shall be amended to include the following: Sodding: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) I and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than'h inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer. Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been only watered once, and provide the recommended watering ischedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. 1 Project Specifications - Page 17 of 39 r1I REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING BASIS OF PAYMENT Subsection 212.03 shall be amended to include the following: No measurement for payment shall be made for re -sodding lawn damaged by the Contractor adjacent to new concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re -sodding in this instance shall be considered incidental to the work being performed. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. Payment shall be made under: Pav Item Unit 212.01 Sod SF 212.02 LandscapeArrigation Labor HR The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Seeding, Fertilizer and Sodding, including haul, stockpiling, placing material, watering or drying soil, compaction, finish grading, complete -in -place, and as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications -Page Igor 39 REVISION OF SECTION 304 AGGREGATE BASE COURSE ' Section 304 of the Standard Specifications is hereby revised as follows: MATERIALS Subsection 304.02 shall be amended to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may ' be substituted for Aggregate Base Course as authorized by the Engineer. METHOD OF MEASUREMENT ' Subsection 304.07 shall be amended to include the following: Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content and compaction will not be measured and paid for separately, but shall be ' included in the contract unit price for Aggregate Base Course. Aggregate Base Course shall be paid at 90% of the daily total amount as determined by the daily load slips ' submitted to and as accepted by the Engineer at the end of each day. The intended use of Aggregate Base Course is to bring the subgrade of the concrete repair area to finished grade. The remaining 10% of the daily quantity anticipates Aggregate Base Course being used as form board reinforcement, storm water protection, or for other incidental items. If excessive waste above 10% becomes apparent, the quantity shall be adjusted and deducted from the total daily quantity as determined by the Engineer. Aggregate Base Course contaminated from failure to protect open excavations shall not be paid. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid ' for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. The accepted quantities for Aggregate Base Course shall be paid for at the contract unit price per ton. ' BASIS OF PAYMENT Subsection 304.03 shall be amended to include the following: Payment will be made under: Pav Item Unit 304.01 Aggregate Base Course TON The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the placement of Aggregate Base Course including haul and water, stockpiling, placing material, watering or drying soil, compaction, proofrolling, finish grading, complete -in - place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION ' Project Specifications - Page 19 of 39 REVISION OF SECTION 403 HOT NIIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 shall be amended to include the following: This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 shall be amended to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6") inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading'S', 'SX', or as approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2") inches. The depth of patching may be increase to a maximum depth of six (6") inches as directed by the Engineer. Prior to installation of the temporary asphalt patching the Contractorshall use a bond breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater than two (2") inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT Subsection 403.04 shall be amended to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and bituminous material will not be measured or paid for separately, but shall be included in the contract unit price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and weight of asphalt. BASIS OF PAYMENT Subsection 403.05 shall be amended to include the following: Payment shall be made under: Pav Item 403.01 Temporary Patching Unit TON The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 20 of 39 ' REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION ' Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts ' in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS ' Subsection 604.04 shall be amended to include the following: Type R Inlets shalt be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the ' structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shalt be responsible for the expense of repairing or replacing damaged or missing material until it is re -incorporated into the work, or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. ' When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this shall not constitute "Reconstruct Inlet Deck'. These locations shall be measured and paid for separately under the items described in Revision of Sections 603 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement found herein. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius L points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. ' METHOD OF MEASUREMENT Subsection 604.06 shall be amended to include the following: "Remove & Replace" items for each inlet type and concrete sidewalk culverts shall be measured and paid per each under the corresponding type of inlet or deck structure, shall include two, three and one half foot (3.5') transitions measured from inside face of box on each side, and shall include furnishing new hardware material (i.e., bonnet, frame, grate, etc.). "Additional One (1') Foot Depth" items for each inlet structure shall be measured and paid by the lineal foot. The typical inlet depth shall be three (3') feet, measured from proposed curb flow line to invert. "Additional One (I') Foot Depth" items shall be used as the basis to increase or decrease payment when the actual depth varies. Payment shall be made in addition to the "Remove and Replace" items. ' Project Specifications -Page 21 of 39 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 be 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. 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 REVISION OF SECTION 604 INLETS AND CULVERTS "Additional One (1') Foot Opening" items for each inlet or deck structure shall be measured and paid by the lineal foot in addition to "Remove and Replace" or "Reconstruct Deck' for the corresponding structure. "Additional One (1') Foot Opening" items shall be used as the basis to increase or decrease payment when the actual width varies. "Reconstruct Inlet Deck" items for each structure shall be measured and paid per each and shall include two, three and one half foot (3.5') transitions, measured from inside face of box, on each side. Salvaged hardware materials shall be reinstalled. When only the throat of the inlet is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". "Material Only" items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the 'Reconstruct Inlet Deck" or "Metal Sidewalk Culvert - Salvaged Material" items for the corresponding structure. "Material Only" shall not be paid when damage to the existing hardware material was due to construction operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense. The Contractor shall notify the Engineer immediately when issues prevent salvage of the existing material. "Nletal Sidewalk Culvert - Salvaged Nlaterial" shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall also provide new brass or galvanized screws for the plate reinstallation. ` Nletal Sidewalk Culvert —Salvager/ Material "shall be constructed per the standard details contained herein for Attached Vertical and Drive -Over Curb and Gutter (details D-10, D-11) with the following modifications: Concrete for the floor beneath the metal plate shall be three (3') foot wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non -yielding and have a transition slope length of one (1') foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five and one half (5') feet, with eighteen (15") inches from the edge of the plate to the expansion material on each side. "Metal Sidewalk Culvert" shall not include adjacent sidewalk beyond the five and one half (5') feet structure dimension. The installation of the plate shall be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3") inches. Dimension variances of existing plates and offset from the flowline shall be field fit to match existing conditions and shall be modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the now line or be less than four (4') feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to the standard installation, shall be installed as directed by the Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the maximum extent possible. "Nletal Sidewalk Culvert — N►aterial Only" shall be measured and paid per each based on 10.625 square feet (standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Metal Sidewalk Culvert - Salvaged Plate". Project Specifications - Page 22 of 39 I I I I I I I I I I I I I� I I I REVISION OF SECTION 604 INLETS AND CULVERTS The standard dimensions shall be two feet six inches (2.5' measured parallel with sidewalk) by four feet three inches (4.25' measured perpendicular to sidewalk), or 10.625 square feet. Actual dimensions may vary and shall be verified. "Metal Sidewalk Culvert - Additional 5/8" Plate" shall be measured and paid by the square foot, shall include the 518" thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure size are required. The cost per square foot shall be used to add or deduct from payment under "Additional Square Foot Plate" and shall be made in addition to "Metal Sidewalk Culvert — Material Only". "Concrete Sidewalk Culvert" shall be constructed per the standard detail contained herein (D-12) with the following modifications: The 95 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides of the culvert and shall have three (3.0") inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. When only the throat of the "Concrete Sidewalk Culvert" is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". Expansion and caulking shall be measured and paid as "Expansion and Caulking" by the lineal foot under Revision of Section 608 and 609, "Expansion & Caulking". Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all Sawcutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 shall be amended to include the following: Payment shall be made under: - Pav Item Unit 604.01 Type R Inlet — Remove & Replace (5' Opening) EA 604.02 Type R Inlet — Remove & Replace Additional One (1') Foot Depth LF 604.03 Type R Inlet — Reconstruct Inlet Deck (5' Opening) EA 604.04 Type R Inlet — Reconstruct Inlet Deck Additional One (I') Foot Opening LF 604.05 Type R Inlet — Material Only EA 604.06 Curb Inlet - Remove & Replace (4' Opening) EA 604.07 Curb Inlet - Remove & Replace Additional One (I') Foot Depth LF Project Specifications - Page 23 of 39 I REVISION OF SECTION 604 INLETS AND CULVERTS 604.03 Curb Inlet - Reconstruct Inlet Deck (4' Opening) EA 604.09 Curb Inlet - Reconstruct Inlet Deck Additional One (1') Foot Opening LF 604.10 Curb Inlet - Material Only EA 604.11 Catch Basin - Remove & Replace EA 604.12 Catch Basin — Remove & Replace Additional One (I') Foot Depth LF 604.13 Catch Basin - Reconstruct Inlet Deck EA 604.14 Catch Basin — Reconstruct Inlet Deck Additional One (l') Foot Opening LF 604.15 Catch Basin - Material Only EA 604.16 Modified Type l3 Curb Inlet - Remove & Replace EA 604.17 Modified Type I Curb Inlet — Remove & Replace Additional One (1') Foot Depth LF 604.13 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck EA 604.19 Modified Type 13 Curb Inlet — Reconstruct Inlet Deck Additional One (I') Foot Opening LF 604.20 Modified Type 13 Curb Inlet - Material Only EA 604.21 Concrete Sidewalk Culvert - Remove & Replace EA 604.22 Metal Sidewalk - Salvaged Material EA 604.23 Metal Sidewalk Culvert - Material Only EA 604.24 Metal Sidewalk Culvert - Additional 5/3" Plate SF The above prices and payments shall include full compensation For furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, disposal, reinforcement, and materials, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION Project Specifications - Page 24 of 39 C ' REVISION OF SECTION 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision ofthe Larimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer. MATERIALS rThe mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type 1, Type I/11, or Type III. The air content shall be four and one-half (4-1/2) to seven and one-half (7-1/2) percent. "High Early" concrete shall be used for all concrete repair locations. "High Early' concrete shall have a specified t compressive strength of4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location may be modified by the Engineer but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer. See Sections 2.05, `Rigid Pavement Design', 4.2.4. 'Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets." Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. L The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13. t and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip including batch weights. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type 11, Class B. The application rate for curing compound shall be 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. CONSTRUCTION REQUIREMENTS "Remove and Haul Fillet" shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. ' The finished exposed surface and edging of the concrete shall have a broomed finish Smooth surface around the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer. ' Project Specifications - Page 25 of 39 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8". Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. All joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein or as directed by the Engineer. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement 8'% Remove & Replace." The top of the new pavement shall be even with the existing concrete pavement and the concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the detail for "Concrete Pavement Joints" contained herein. In addition, dowels shall be 16" smooth epoxy coated 95 bars. The dowels shall be placed in drilled holes, 8" deep at 12" on center and installed using a concrete adhesive. Dowel bars for adjacent panels shall be coated entirely with a bond breaking material approved by the Engineer. The maximum spacing for transverse joints in crosspans, concrete pavement, and sidewalk shall be ten (10') feet. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Restoration of landscape shall be in accordance with Revision of Section 107, "Safety and Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for sod replacement. The Contractor shall be responsible for the protection of the subgrade and/or base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited, case by case, basis only when the material to be used has been submitted to the Engineer for approval prior to use in the field. Concrete blankets shall be used when the ambient temperature is expected to fall to 32°F or below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early concrete. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of an identified off -site location or a designated spoilfbase pile (see Section 208 of the Standard Specifications), and shall include the placement of Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City's site located at 1500 Hoffman Ntill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in "Remove Concrete". Project Specifications - Page 26 of 39 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. METHOD OF MEASUREMENT Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be considered incidental and shall not be measured or paid for separately. "Remove Concrete" item shall include removal and disposal or salvage of existing asphalt, concrete, orflagstore. This item shall only be paid where the Engineer directs removal only and is not already being paid under another item. "Remove & Replace" items shall include all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Revision of Section 608 & 609, complete -in -place, including sawcutting, asphalt and concrete removal, hauling, disposal. "Apron 8"" shall be paid by the square foot and, when installed on a radius, shall include the area from the back of the curb to the apron legs and from point of curvature to point of curvature. "Barrier Curb 12" shall be paid by the lineal foot, include two horizontal #4 bars, continuous, doweled to adjacent curb, and installed at four (4.0") inches on center, measured from the top of the curb. The curb reveal shall typically be six (6") inches or as directed by the Engineer "Pedestrian Access Ramp" shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid -block. "Pedestrian Access Ramp Highback Curb" shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. All Pedestrian Access Ramps shall be placed in accordance with the details contained herein. Ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, saw -cutting, removal, haul, and disposal, and for doing all work involved in removal and replacement of pedestrian access ramps. "Truncated Dome Panels" shall be paid by the square foot, placed in all pedestrian access ramps, and shall be paid in addition to "Pedestrian Access Ramp" or "Pedestrian Access Ramp Highback Curb". This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. "Colored Concrete San Diego Buff— Upcharge" shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6", Splashblock 4"). "Alley Approach 8"" shall be measured by the square foot from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. Project Specifications -Page 27 of 39 a REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT "Expansion and Caulking" shall be %" minimum thickness and be installed every 500' in long runs and between new structure slabs and existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under -drains, mid - block ramps, radius points at intersections, and other fixed objects (i.e. ends of sidewalk slabs and curbs), or as directed by the Engineer. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. Thejoint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Sealant shall be installed over the entire length of the expansion material, from the curb lip to the back of sidewalk, or as directed by the Engineer. This item shall be paid as "Expansion and Caulking" by the lineal foot. "Exposed Aggregate — Up Charge" shall include only the additional cost for exposing the aggregate including labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6", Splashblock 4"). "Reset Flagstone" shall be measured and paid by the square foot of re -set area in addition to "Remove Concrete" "Haul & Dispose Concrete with Wire/Rebar" shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load transported to any locations other than Hoffman Mill. BASIS OF PAYMENT Subsection 608.06 shall be amended to include the following: Payment shall be made under: Pav Item Unit 608.01 Remove Concrete SF 608.02 Remove and Haul Fillet EA 608.03 Apron 8" - Remove & Replace SF 608.04 Crosspan 8" - Remove & Replace SF 608.05 Driveover Curb, Gutter, and 6" Sidewalk - Remove & Replace LF 608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace LF 608.07 Vertical Curb, Gutter, and 6" Sidewalk - Remove & Replace LF 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace LF 608.09 Vertical Outfall Curb, Gutter - Remove & Replace LF 608.10 Barrier Curb 12" — Remove & Replace LF 608. l I Hollywood Curb, Gutter, and 6" Sidewalk - Remove & Replace LF 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace LF 608.13 Highback Curb, Gutter, i Jo Sidewalk - Remove & Replace LF Project Specifications - Page 28 of39 t REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT 608.14 Pedestrian Access Ramp Remove & Replace SF - 608.15 Pedestrian Access Ramp Highback Curb — Remove & Replace SF 608.16 Truncated Dome Panel SF L608.17 Flatwork 4"- Remove & Replace SF 608.18 Flatwork 6" - Remove & Replace SF 608.19 Replace Flatwork — 1" Additional Depth SF 608.20 Colored Concrete San Diego Buff— Up Charge SF 608.21 4' Valley Pan 6" — Remove & Replace SF 608.22 Concrete Pavement 8" - Remove & Replace SF 608.23 Alley Approach 8" - Remove & Replace SF 608.24 Expansion & Caulking LF ' 608.25 Splashblock 4" — Remove & Replace SF 608.26 Exposed Aggregate — Up Charge SF f608.27 Reset Flagstone SF ' 608.28 Haul & Dispose Concrete with Wire/Rebar TON The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement including sawcutting, removal, haul and disposal, finish grading, materials, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION I Project Specifications - Page 29 of 39 I REVISION OF SECTION 623 IRRIGATION SYSTEtNI Section 623 of the Standard Specifications is herby revised as follows: DESCRIPTION Subsection 623.01 shall be amended to include the following: This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete. MATERIALS Subsection 623.02 shall be revised as follows: The irrigation sleeve shall be three (3") inch diameter PVC pipe, schedule 40. REQUIREMENTS Subsection 623.14 shall be amended to include the following: The irrigation sleeve shall be installed to a minimum depth of four (4") inches below finished subgrade. Backfill over pipe shall be compacted prior to concrete placement. A survey stake shall be installed at the ends of each sleeve, marked `Irrigation Sleeve", and painted blue. The stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the Engineer. METHOD OF MEASUREMENT Subsection 623.32 shall be amended to include the following: "Irrigation Sleeve" shall be paid for by the lineal foot. BASIS OF PAYMENT Subsection 623.33 shall be amended to include the following: Payment shall be made under: Pav item Unit 623.01 Irrigation Sleeve — Three (3") inch PVC LF The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing the three (3") inch irrigation sleeve, including excavation, installation, compaction of backfill, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 30 of 39 REVISION OF SECTION 627 PAVEMENT MARKINGS Section 627 of the Standard Specifications is herby revised as follows: DESCRIPTION This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the latest revisions of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Latimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation, and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUT.CD), and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS jSub -section 627.10 shall be amended to include the following: City crews shall install permanent pavement striping. Typically, City crews shall also install temporary striping when required. When City crews can not install temporary striping, the Engineer may request that the Contractor install temporary striping or maintain traffic control devices until such time that the City crew can install striping. Temporary pavement markings shall be suitable for use on asphalt or Portland cement pavements, shall be installed on roadways that will be opened to traffic prior to permanent stripping by the City, and shall conform as follows: 1. The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The tape/tab ' shall be pressed down immediately after application until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City stripping crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to the final road surface shall not leave scars that conflict with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment. 5. Temporary pavement marking tape shall be required for all lane lines Lane lines shall be "tapped" intermittently with a 2' long by 4" wide reflective temporary strip at fifty (50') foot intervals. It is the Contractor's responsibility to maintain the temporary markings, at the Contractors expense, until the permanent pavement marking is installed by City crews. 6. Removable pavement markings shall be installed in accordance with the manufacture's recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless specified by the Engineer. 8. All tape shall be removed by the Contractor after permanent markings have been completed by the City. Project Specifications - Page 31 of 39 ' 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 may be 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 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 I I REVISION OF SECTION 627 PAVEMENT MARKINGS BASIS OF PAYMENT Subsection 627.1') shall be amended to include the following: All costs for installing temporary stripping shall not be measured and paid for separately including traffic control devices and related traffic control incidentals. If flagging during temporary striping is required, it shall be paid under Revision of Section 630, Construction Zone Traffic Control, as directed by the Engineer in writing. END OF SECTION r r f1 r I Project Specifications - Page 32 of 39 1 t i I 0 I I 1 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be amended to include the following: This work shall consist of furnishing, installing, moving, maintaining, and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrow panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins "Work Area Traffic Control Handbook," the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the Latimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications (CDOT). In the event of a conflict between the NIUTCD criteria and the City's criteria, the City's criteria shall govern. MATERIALS Subsection 630.02 shall be amended to include the following: All traffic control devices shall meet or exceed the required minimum standards. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained 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 (i.e. crossed out information, information written in long -hand, etc.) Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be amended to include the following: The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians, and bicycles. The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or for any damages to public or private property caused by the Contractor's construction activities. Private or public property which is damaged by the Contractor's installation, equipment, or employees will be the sole responsibility of the Contractor. Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be maintained at a minimum of ten (10') feet. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when construction operations will be near a signalized intersection. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, TCS or TCS Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample letters shall be provided by the Engineer. Letters with the Traffic Control Plans shall be submitted for approval by Engineer and shall be distributed by the Contractor's representative a minimum of 43 hours prior to the commencement of each phase of the work. Project Specifications - Page 33 of 39 r REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). TRAFFIC CONTROL PLAN Traffic Control Plans shall be submitted on City supplied forms and approved for all work locations/areas prior to commencement of any Work. Traffic Control Plans 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). Typical Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m. two working days (48 hours) prior to the commencement of work. Plans shall be delivered to the Engineer at 625 Ninth Street, Fort Collins. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m. Full residential road closure plans shall be submitted no later than Friday morning by 8:00 am for projects starting the following week. Submittals for fill closures on arterial and collector streets shall be submitted trvo weeks prior to the commencement of work. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Traffic Control Plan(s) are necessary, a re -submittal for the area shall be provided for approval. 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; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type 1, Type Il, and Type 11[ barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. 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. 0) Number of flaggers to be used. ' (4) Parking Restrictions to be in affect. (5) Detailed pedestrian and bicycle movement. Flagger stations shall be located such that approaching motorists, bicyclists, and pedestrians, shall have sufficient distance to safely stop at a specified location.. The Contractor shall maintain access at all times to businesses, schools, and residents and shall communicate their schedule 48 hours prior to beginning the Work. Project Specifications - Page 34 of 39 I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned to him under this contract. ' The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, Four (4) on Collector streets, None on Residential streets. Variable Message Boards shall be placed a minimum of 5 working days prior to the project. For full closures on Arterials and Collectors, Variable Message Boards shall remain in place until completion of the project. For lane closures on Arterials and Collectors, message boards shall remain in place for two days after starting work. The Engineer 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 the duration of the Work on Arterials and Collectors. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be revised as follows: Traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. 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 a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification shall be submitted to the City Traffic Control Manager and Engineer for all personnel assigned to the project. The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. 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 Engineer for approval a minimum of one week prior to commencement of the work. 1t is the intent of the specifications that the Head TCS be the same throughout the project, on site at all times during construction hours, and equipped with a celhdarphone. The Head TCS shall be "on call" and available during non -working hours and a 24-hour telephone number shall be provided to the Engineer. The response time from the Engineer's contact outside of construction hours shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. TCS duties shall include, but are not limited to: (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 Subcontractors and suppliers. (4) Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts, and other parties prior to construction. (5) Notify residents and businesses at least 43 hours prior to construction. a Notifications may be accomplished by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. Project Specifications - Page 35 of 39 11 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL (6) Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly. (7) Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. (S) Flagging for emergency situations or relief of personnel for short periods of no more than 15 minutes over a 60 minute period. (9) Set up and removal of traffic control devices. (10) Maintain a project traffic control diary which shall become part of the City's project records. The diary/log shall be submitted to the Engineer daily and include the following information as a minimum: a Date b Time of the inspections c Project description and location d Traffic Control Supervisor's name e Type and quantity of traffic control devices used per approved M HT f List of flaggers used, including start time, stop time and number of flagging hour breaks g Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken The Engineer reserves the right to request traffic control personnel be replaced when, in the opinion of the Engineer, the minimum industry standards for performing duties are not being met on site. METHOD OF MEASUREMENT Subsection 630.15 shall be amended to include the following: Traffic Control shall be paid in accordance with the Payment Schedule contained herein. If streets are added or deleted from Section 02500, Quantity Estimate, Traffic Control payment shall be increased or decreased based on the Street Classification percentages submitted in Section 00300, Bid Schedule. "Traffic Control Arterial Streets", "Traffic Control Collector Streets", and "Traffic Control Residential Streets" items shall included the cost for all traffic control necessary to allow the Contractor to complete the Work on the corresponding streets as shown in Sections 2500 Quantity Estimate and 3500 Maps, as required herein, as referenced in Figure 630-1 Typical Traffic Control Plan, and as directed by the Engineer. The price shall be all inclusive for devices, personnel, and all related equipment, and for doing all Traffic Control work, unless noted herein. "Additional Variable Message Boards" shall be measured and paid per day per each only when requested by the Engineer for special circumstances not already included under another item. "Additional Flagging" shall be measured and paid per hour only when requested by the Engineer for special circumstances not already included under another item. Hours of non -flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractor's expense. Flagging shall follow the current tNIUTCD standards and shall be included in the Lump Sum price. The quantity of flaggers shall be determined by the classification of the roadway (Arterial, Collector, and Residential) and the Contractors' flagging needs based on the work being performed. Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices when required. Flagging equipment and devices shall not be measured and paid for separately but shall be included in the cost of the work under the corresponding street classification including personnel break times. Project Specifications - Page 36 of 39 I t I I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Batteries, electricity, fuel for lighting or warning devices, sand bags, fencing, and caution tape shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with the Work. Flagging outside of construction work hours and flagging stand by time shall not be measured and paid for separately unless authorized in writing by the Engineer. All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the Work including review and re -submittal fees. The City may deduct from compensation due the Contractor 510.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the Engineer. 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 as approved by the Engineer, however, no payment shall be made for the additional panel size. Business signs, Neighborhood Traffic Only signs and detour placard street names are not considered Specialty Signs and shall not be measured or paid for separately but shall be included in the cost of the Work under the corresponding street classification. FIGURE 630-1 TYPICAL TRAFFIC CONTROL PLAN o-. NOTES: ARTERIAL STREETS - Shall include Flagging Personnel required for the road classification and the Contractor's daily work activities and six (6) Variable Message Boards in addition to the minimum signage required by the specifications. COLLECTOR STREETS - Shall include Flagging Personnel required for the road classification and the Contractor's daily work activities and four (4) Variable Message Boards in addition to the minimum signage required by the specifications. Project Specifications - Page 37 of 39 I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL RESIDENTIAL STREETS - Shall include Flagging Personnel required for the road classification and the Contractor's daily work activities in addition to the minimum signage required by the specifications. Residential streets shall not require Variable Message Boards. BASIS OF PAYMENT Subsection 630.16 shall be amended to include the following: Payment shall be made under: Pav Item Unit 630.01 Traffic Control Arterial Streets LS 630.02 Traffic Control Collector Streets LS 630.03 Traffic Control Residential Streets LS 630.04 Additional Variable Message Boards PEREACH/PERDAY 630.05 Additional Flagging HR The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control including vehicles, phones, sandbags, hand signs, break times, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Traffic Control shall be paid based on the following schedule: Payment Schedule Amount Payable First Monthly Progress Payment 25% Concrete work completed equals 25% of the original contract price 50% Concrete Work completed equals fifty (50%) percent of the original contract price 75% Concrete Work completed equals seventy (75%) percent of the original contract price 100% Change orders related to traffic control for additions to or deletions from the Work shall be paid or deducted in the monthly progress payment in which the change order occurs. Project Specifications - Page 38 of 39 I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIAL AND COLLECTOR STREETS SHALL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M OR 3:30 P.M TO 6:30 s P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). Y EXCEPTIONS NIAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.M. TO 6: P.M., MONDAY Q THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED nIN WRITING BY THE ENGINEER. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. u I 11 I 1. 11 Project Specifications - Page 39 of 39 I I SECTION 02500 QUANTITY ESTIMATE This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches pedestrian access ramps, flatwork, and pavements and placement of temporary asphalt patching adjacent to new concrete, on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the , amount of Work actually performed and materials actually furnished and the estimated amount therefor. I I I I n 1 m m m mmmmawmMIMM SECTION 2500 QUANTIT ' F.SI'IMATE •'- ','( i y SIKN.N"I' . " ,; :' ' '.. '' ,.; • .�d'_:_f _: _..."S .. a:: :>�'? y -,�=. i' MItO�Iv .,:. •.-. , , ,y.y .';'' t _ --., •'1'02 ", - ,'. n., .. 2U 2U1',--' 3U�Uly`•. �4U3101 ".,�' n6U4:U3D ..i"':'-6U•IU4 - c ^'6(WI8 :60420 !��' ''60422 �''i 1 ,60.1.2d 'g S Iw\ut J".. ' - gregatc letup; ! �•: lypc It"dnlel r -. Huanslruu ,Deck '(4 - ning) x �� Tjp\ K Info.'Alelul HecunslruU Ueck, _..•. eOpciii6AJUihu MUUiheJa yya. 13 Curb Inlet Ht ecaislrucl Uek AludllleU lylli 13 Au1eI t Hs' Only - SlU\u 41k Wvcr1 5/8.' PlateRkH•� -AUUtliunaf SF 5/8'1 . .. la-c. :._. .___-_::':, .Units ,. ,� ...r-: - �. s ... LF'w_; r£."ION: x._ _, .ION. ': _ F;:\:^ IN:_`_'L $A' _"K\,_ v fA.. .. SN, SLI7NIAYAVE AIUIRFIELDDR S SIDE HE IItILBY RD 0.00 135,08 9A0 0.00 1 0.00 0.00 0.00 U.UO UUU _ ....'_._ .-.-'....., .' .._ .. >v :...'_.4.'Unii Sub'ISiil '.: 0.00 .... . 1135.08-. _. 9.40 ].. U.UG UOU').: Q. (/(1 `-"r ZIEGLER RD 17 IIORSHTOU'I'D RD JKECIFFER RD 0.00 9108 7.IU 0 (In 000 0.UU U.00 0,00 0.0U . -. ., '. .:: _ Unit Sub T0wl ...- ......n _. .. ._'_• _._.D.Wj:.• 3. .91.6 �'•., 7,16.' .. .. 0,66..... x. _ ._ .. 000.;._.�... U,W�=.i,-U.UU ;-' ".',0U0 MMMME )OHN FKENNEDY 1'K\VY MONROE DRli IIORSHTOO'I'll I<D O.OU 229.90 40.30 000 V.UO 0.00 U.00 IO0 U.UU .Ubi15tibml _O.U(/,. :-.. 229,90: 'a0.701_ -UUU •_ _ .. 000.• ._. .' _ ... _..,�0.00:..• _ .,.. U.(IU: +;y. IOU_ li S1 UART S'I S I.rNIAY AVE Ii ENU 6.00 297.73 48,40 0,00 0,00 0.00 U.00 2.00 15.00 \VELCII S'I' E S'I'U.\R'f Sf E PROSPECT RD U,00 124.08 IB.IU O.UO O.UO O.OU LLW qUU LLUU . ,x.'. ..� .. ._iSLLN ;.. . �..'.d yUnil SulilTowl 'r 600,E- + J21.81' _ w66.50-,:; 000�: i';' VOOw , ':0,0U_ -: VW ` 200E ELIZABE1H S'I' .S COLLEGF AVE IAI' AVE 0.00 648.55 53,2U 0.00 0.00 000 0.00 LOU 0,00 STOVER Sf 11ITKIN ST EELIZABETIf S'f 0,00 224A5 33.40 0.00 0.00 U.00 0.00 0.00 0,00 `Uni(Sbti TOI:WI •_. 0 W .y_ °..� 873.00_ � 86'60'.p_' - 0.00`." V 00 ' • U.00 = ; iO.W _ _ 1 00- 0,00 !JLZ,_ 1 DEARBORN ST FOSSIL CREEK PKWY HUNTINGTON HILLS DR 0.00 7,99 1,10 0.00 0.00 OOU OAO 0.00 0.00 IIl1NTINGI'ON HILLS DR DEARBORNST FOSSIL CREEK I-KWY 0.00 69.23 1120 0.00 0.00 0,00 0,00 000 0.00 YARNELLCT SEND HUNFINGI'ON HILLS DR 0.00 34.03 7.70 000 OW 0,00 0.00 0.00 0,00 :, _. .. _v. 000.:y-,.. U.000.00 R: 'o'oo:`�III2S r' WINDMILL DK W HORSL'TOOTH RD SUN DISK CT 0.W _._•. 80,57 8:so 0,00 0,00 0.00 O.VU 000 0.00 SUN DISK CT I WINDMILL DR SUN DISK Cr 0.00 13.79 2 70 0.00 0,00 0.00 0,00 0.00 0.00 SUN DISK CT 2 N END S END 0.00 19.21 2.so 0,00 0.00 0.00 0,00 0.UU 0,00 RICI INIOND DR �. _... ...:...- .ems:: WINDMILL DR y, .:.. _... ..:. _ .. PVM"rCHG _ .. tj"Uriit Suti•Tolnl 000 Sf _U U01`,. x�115.92 2,35 _4`n 0.40 -..1¢:70:;_< 1.00 6,00 _ 0.00 OOU, 0,00 v,. U.00 0.00 ODU_ 0.00 i`U UO,.., 1 1 CASTLE PINES CT FAIRWAY FIVE DR NORTH END 0 uo 6,23 U 90 0,00 0.00 000 O,UU 000 VUO FAIRWAY FIVE DR W END FAIRWAY SIX DR 000 70.25 5.30 V.W 0.00 0.00 U.00 0.00 0.00 FAIR VAY SEVEN C'F END FAIRWAY SIX DR 0.00 9.97 I50 O.OU 000 0.00 O.UO 000 0.00 FAIRWAY SIX DR END SOUTHRIDGE GREENS BLVD U00 24.27 2.80 0.00 0.00 0.00 0.00 1.00 0.00 FRGN'1'NINE DI2 FAIRWAY FIVE DR SOUTHRIDGE GREENS BLVD U.UU 35A2 3.60 000 0.00 0.00 0,00 200 U.OU SOU'IliRIDGE GREENS BLVD HUMMEL LN S LEMAY AVE, 0.00 90.79 5.10 2.00 14.00 000 0.00 1.00 600 "•'T•s-r .=.:� -- `' -? -f:,; t'.' _ -t- ;, ;:•. .+.,Unit Sub'oail ODU;-`. `.2304- -i2.00<< - 1400u4':' a0900F v_ . 0900 ,v - 400.,4-.{4... OW-?" Page 1 of 6 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 SF.(:i'ION 25OU QUANTITY ESTIMATE ' ':•', _., , SIRLIi'1' .- -;'. :.-": .. .-.-,.`GUN:UI,., FROM V '1'0 v _ 6UN.U$'. -:60N(UJ'.'. _'608.05'.. ::� .6UNA6.': `-6US;U7- ?6UN.UN.. '._; 608'09< 608.11 '608:12 ._'-i608.13' Ruuave.A�)rml" Only - Concrete .Remove& Replace Crus�lun Remove Rejllaee DO6"Walk 'R.Y Ii: � DO NSW � - RSR -• VC 6' -" R&R '' �VCNS\V -•IMRNSW Vert Outfull Median - Curb R&R Ilolly))uo0! 6 Walk, 12&Ib ` .IIullynouU R&R Hlgbbuck '„ NSW N&R ,- ._. '_ <�.__ .... _... _ -": •. lluitr. ._. .. .._ ,`_.._: SIP- .Slt , ,.. _ NSF, hF LF _ IN ., 1V IF.' IF._ LF A..IF: SLEMAYAVE NIUIRFIEI"DDR SSIDE 01:1'KILBYRD 0,00 361.00 192.00 0.00 0.00 I0,00 150,00 000 0GO 0.00 0.00 - Unit SubTuwl U.OU_;.,` 361,OU_ .192,W ... _.'O.OU. _:. '" 0.00; �, IU,OU __150,U0 UW - OUB '0,00 0.60, 'l.IGCI"IiK RD li IIOI(SISf00'fli I2U I:IiCII'fER RD 0W 211.00 144,00 U.OU 0U0 U.UU 174.00 0.00 0.00 000 U.UO '• _,_N` - '-•, . J..._:_Unil Sub Tool ',,., 0,00 �:-:,. 221.00_ - �14a,0U :_ _U.OU 00U 000 174 UO_,: : „0,00.__-. 0,00 r 3 0.00 "._.. c _ 0.00- , 101IN F KENNEDY PKWY bIONROE DR E ItORSE'f00'I'll HD 0.00 556,00 I,u24.U0 0,00 0.00 65.00 4I8,UU 81.00 0.00 0.00 O.UO .1034.UU. a1: ,:000 L.. _ 0.u0. 65.00 •i91 d,W - 81.00 U.00- , 000 .. O.W. IiSl DAR I'S'I' FEND 0.00 40400 I,U800 302.00 000 127.00 735,OU O,W 4000 0,Do O,W \VELC'li ST H PROSPECT RD 000 203.00 270W U.00 0.00 173.OU 475.00 O.UU 2U`).UU 000.._._:.,a ..., _. �.-.'" _,.:_... :.. Unit Sub7'olal 0004' '607.00 140d AP 302.U01' UW• 300.00 -'1170.U0'', OOU _� 2a9,00 t 0,00IiLI%ABI'f116I' ±1.1:.NMI,,AyE VE S1.1?MAY AVE 000 432.U0 d39.00 109600 3400 10200 2G4.011 000 199.OU O.UOimVrR SI' E ELIZABE'fllSl' 0,00 714.00 684,00 0.00 000 000 0U0 000 41 i.U0 147.00_. �.•. __-G_..: _,. _ U,ft Sub'I'oWl 0.00 - _, :.: 1146.00'. _ -1523,00 1096,00 _34,00 �_, ,102,00 - 264,W :.- 0.00 GI4.00 _- 197.00 F DEARBORN ST FOSSIL CREEK PKWY HUN"I'ING'I'ON HILLS DR 0.00 0.00 U,00 109,00 0.00 U.00 000 0.00 0G0 0,00 0.00 I JUN'I'ING'I'ON IIILLS DR UEMMORN S'I FOSSIL CREEK PKWY 0,00 217.00 204.00 283,00 0.00 0.00 20.00 000 000 0.00 O.OU YARNELL CT S END HUNTINGTON HILLS DR 0.00 14200 210.00 20.00 0.00 0.00 000 000 0.00 0,00 0.00 Unil Sub Total ' 0,00 • - 359.00 :41a,00 412,00 • 000 - 0.00 "20.00 '0'.OP. 000 0.00. `0.00_ - WINDMILL DR N' HORSE'f00"I'll RD SUN DISK Cl` U.UU 222.U0 126.00 185.OU 21.00 0.00 35.00 O.UO 0.00 000 QW SUN DISK C'I' I WINDMILL DR SUN DISK C'r 000 100,00 6000 0,00 0.00 000 0.00 O.UO 0.U0 000 0.00 SUN DISK C'1'2 N END S END 0,00 24.00 0.00 23800 LLUU 000 00U U.UU 0.00 0U0 omo ILICIiMONU DI( WINDMILL UK PVNIT CHG 000 000 0,00 0W 000 72.U0 000 0.00 0,00 0,00 000 .. - ,• . .. _.. ._, _ _. .. ... ,,,: :: ,:• _' UnitSub Towl . _- U.00'.'_: :.. '34G 00 ': 18G.U0 <:' :' 42300'•-.. -0I W ",.,.. �2.UU: _- ._.�:35.OU .: :z__O W.._:._ UW_ - CASTLE PINES C'1' FAIRWAYFIVEDR NOR"I'l1END U.OU 0,00 000 85.00 QUU 000 000 000 0,00 O.W O.W FAIRWAY FIVE DR WEND FAIRWAY SIX DR 000 3100 0.00 344.U0 118.00 0.00 U.00 0.00 000 O.W 000 FAIRWAI' SEVEN CT END FAIRWAY SIX DR 000 2U.OU 000 IOS.OU 0,00 O.UU 0.00 0,00 0.00 O.UU 000 FAIRWAY SIX DR END SOUTHRIDGE GREENS BLVD 000 0.00 U,(ID 116,00 16.00 33.00 77.00 000 0.00 U.00 000 FI(ON'I'NINE DR FAIRWAY FIVE UIi SOUTHRIDGE GREENS BLVD 0.00 0,00 000 58. UO 0.00 172.00 11?UU II.00 0,00 0.00 000 SOU'fFIR1UGE GREENS BL\'U fIlJA161 L'f. LN SLEb1A\'AVE 0.00 0.00 0W O.W 0.00 171.U0 203.00 118.00 0,00 O,W O.W - Wiil Sub Total '•0.00' ,. 6UAU 00U 711.00 ,I34.00 376.00." '392.00 I29.00. ,QUO'.'' O.W ODU,L,4 Page 2 of 6 m = = m = = = m = m m = m w = = = = = SF.C'FION 250o QUAN ITCY ESTM 1ATE STREET', 41608 14%",N, '1608:1 5� :1 ��608.wO �� :4608.2 '60&23e-_i * " - �, , ­�,608.24i "Access Ramp' '01k ... .. TZ Rump ;-t �­ , tfl 4lighb�Tc IM It �F . Dom , c Panels �Q i2 �;r _7 Ixw Add.1)c pth YT 4' Val[4 Part n ;­AR&R'� N 'Alle� Approach B'. R & R -�p r C Aki , 3, Ing S LEMAYAVE MUIRFIELD DR Is SIDE OF'I RII.By RD 54_,45� S F,e.44wv t znSN ff; n4'K Y S F '--^l SF, IF ;;';Q; Sy, 380.00 0,00 1 000 749.00 1 0.00 0,00 0,00 000 ., �'l � 0.00 li!_I�l 0 L749.00 ° LA 1 0 00,*,"IK, I uo .1ti 1 000I . ZIEGLER RD 17 HORSH 100 Ill RD KFCH rITR RD 100.w vou 0.00 60300 ODU 000 0,00 ODU .. . ... Uuil Sub T.mi V100.00 jt" oj' 000 '­ez:::_0,00 603.00,, JOHN F KENNEDY PKWY MONROE DR E II0RSFTO0TIl RD 31200 0.00 U.00 678.OU O,UO 000 0.00 4U.00 0. 0 u: A -Z 0 j' �,VOIP, �i'�678,00,.rz ��10 00r. E S I UAR*1 S Y S LrMAY AVE 1H END 1 7 600 0.00 3200 469.00 000 87.50 t% 1:1.0 1 ST 1: S FUAR F ST JE PROSPUCT RD 2 274.00 0,00 3&00 92.00 0.00 38,00 - - -,tlnjt Sub Tom[ 68.00' 561�001t_ 0.00 0.00 _n:, _125.50 F ELIZABE I'D S I S COLLEGE AVE S I.ENIAYAVIz 0,00 1,2q9.00 88.00 3,715 CIO OM 4700 OM 5600 STOVER ST- PITKIN ST E ELIZABETH ST 974.00 000 5600 36.00 000 20800 0.00 52,00 Ji tS. j�UunSub'ruf,l -,,�974�00L,j .,1299,00, _,,�144 M 375F000 J'� m 0.00 J� 25500 -,0,00� --,108,ou )EARBORN ST FOSSIL CRI:FK PKWY 0.1 WIN HUNTINGFON DILLS DR 000 000 000 000 0 ou 0.00 0.00 000 IUN I JNG*J ON HILLS DR DEARBORN SI FOSSIL CREEK PKWY 152,00 000 a ou 6000 0.00 0.00 0.00 2400 VARNELL CT_ S END HUNTINGTON HILLS DR 84,00 000 8.00 000 0.00 0.00 - 0.00 650 Sub Total. ,�.236.00:M1-t 0.00 ,6100 60 00 0,00 We-, -,0.00 .3 '0 it WINDMILL DR W HORSE'l 00 111 RD SUN DISK CI' 324.00 0.00 3200 000 922M UM 0,uo 35.00 SUN DISK C I' I WINDMILL DR SUN DISK C F 2U 00 2U 00 Out) 8.00 000 000 0.00 000 000 SUN DISK CT N END S END 000 ' OU Vou 000 0.00 U,00 U.00 vuo u ou RICHMOND DR WINDMILL DR PVNIT CIIG .00 u 00 000 0,00 000 000 0,00 000 000 ��U.itSulb;ruutl 1; 44 0 0, U.OU��- �4 U,00--" 0,00 922.00'Z�',�' CAS FLE PINES C f FAIRWAYFIVE DR NORTH END 0 00 01,100 0.00 0,00 0.uu 0,00 O'Go 000 0,00 FAIRWAY FIVE DR WEND FAIRWAY SIX DR; 440,00 "000 000 24.00 000 0.00 0,00 000 4100 FAIRWAY SEVEN CT END FAIRWAY SIX DR 0.00 U.00 000 0.00 OM 000 000 0 ou FAIRWAY SIX DR END SOUTHRIDGE GREENS BLVD 64,UO U ou 8.00 16 uo 000 000 000 1000 12 2N'F iTIN- 'IF ' 1FAIRWAY FIVE DR 000 0,00 0.00 1,800 0,00 000 000 0 ou SOUfiILII`GEC',�`RErNS BLVD HUNIKIFI. LN S LrNIAYAVE 1 128.00 0.00 8.00 609,00 000 OM 000 28,00 Unit Sub,r.wil 632,U()�_'E`. 4. U,06 w240.00. Yf.753.00.',; U,00--- _10,00,, < 0,00,4,;4� 7 89.00'. Page 3 of 6 SECTION 25UU QU:\NTITY ESTIMATE .. �... y..,c '. .,. .. .. 3. . `. STREET .. .... ` , _ FROM • - - . ,. .:.: y _ �'l U - - 2U2:U1 3Ud:Ul. '. d03.OL_. _. :. 6U4.'U3 .: Y. GU4:U4:_��:.: '. :' '. 604.18 %.`:'16W.20.:. _. 604.22'..-'.',: 604.24_ ,.. -+ -Snwcut ' - •. •� ' �: ,'99"' ale Base .. Temp. Patching rype'12 'Last HecuiuG'uet Deck (4' -- Opening ., !glee It Inlet - � Reconstruct Deck .. .Aildiliunal Opening Nludlsed I ype 13 Cui'b'Inlet Reconstruct .Deck Modified � -Type 13 Materials "Ouly McHil Sidcxulk Culvert 5/8".. .. -R Plate R&' Additional � SI 5/8"'. . 'Plate Bails '.. c.� _._._.. _LF,� .:_ TON- .. -ION 2,... EA: .:.r. _: LN _"_°.' :EA __ _ cEA- F.A -._". '.SF.- 1 CARIBOU DR S'I'JMBEKLINIi RD KODIAKRD 0,00 275.24 37AU 0.00 0.00 000 0.00 300 4.00 (: APS'I'ONE CT SUNS'I'ONIi OR END 0.00 62.33 21.00 0.00 000 (IOU 0.00 0.00 0,00 FLAGSTONE CT W END CARIBOU DR U,00 31.61 460 0.00 00U 0.00 0.00 0,00 0.00 S'I'ONEGATE C'1' S'I'ONEGA'IT DR END 0.00 39.82 9.80 0.00 0.00 0.00 0.00 OAO 0.00 S'I'ONECATE DR STONEYCREEK DR SUNS'I'ONIi DR 0.00 45.17 7.90 0.00 0.00 0.00 0.00 100 0.00 .S"I'ONERIUGE C"I CARIBOU DR NEND 0.00 I0,49 1.50 U.UU 000 0.00 U.OU 000 0.00 SfONEWAY CT SUNSTONE DR END 0.00 58.59 20.40 0.00 0.00 0.00 000 0.00 0.00 S'I'ONBY CREEK DR CARIBOU DR SUNS ]ONE DR 000 19.36 3.90 000 0.00 0,00 0.00 0.00 0,00 SUNBURSI'DR SUNS 'I'ONL'UR CARIBOU DR 0,00 111.69 3860 0.00 0.00 0.00 000 000 000 SCINCRES'I' UK CARIBOU DR S I'ONL'GA'I'E DR (LOB 64,90 20.80 0.00 400 0.00 0.00 000 0.00 SUNLIGII'I' CI ' SUNS'1"ONE DR NEND 0.00 0.09 0.90 000 0.00 0.00 0.00 000 o00 SUNKAY C'F W END N END 0.00 8191 31.60 0.00 0.00 0.00 0.00 0.00 0.00 SUNS'I'ONE CT SONSTONEDR HND 0.00 249 040 0.00 0.00 0.00 0.00 0.00 0.00 SUNS'rONE DR CAR113OU DR STONEY CREEK DR 0.00 1349 190 0.00 0.00 0.00 000 1.00 0.00 . • '-. -:.'a ' _ .�.:. _ .: « . _ :.. .. -' :,' .,'. ` !. ..:' : .� Unit Sub '1'ulul ,,. ObO_?. ', ,_823.19:.--- -: 200.90' F, .'-_ - 0(10 _ _ 000 ._ _..w_. „0:UU .__.., ._. :'' u'oo, .�. _ _ r",3 G 00 ,y _ .._ .. _. a:UU, 1 B ROOKWA'1'ER LN ROOKERY DR LADY MOON DR 000 14.08 5.40 0.00 0.00 0.00 0.00 0.00 0.00 CRANE DR TWIN HERON CT ROCK PARK DR t10o 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OGRH"1'C'U W -ND ROOKERYRD 0,00 0.00 000 0.00 0.00 0.00 0.0U 0.00 0U0 EGRET LN ROOKERY RD E END 0.00 U.00 0,00 000 0.00 0.00 0.UU 0.00 0.00 KINGFISHER C'I' LADY MOON DR KINGFISBITR C'I' 0.00 11.66 0.20 0.00 0.00 0.00 0.00 0.0U 0.00 KINGFISHER CT (2) E END WEND 0.00 11.66 020 0.00 U.W 0.00 0.00 O.OU 0.00 ROCK PARK DR ZIEGLER RD E END (1,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 ROOKERYCI' ROOKERY RD EE:ND 0.00 00U 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROOKERY RD "LIEGLHR RD ROCK PARK DR 0.00 WAS 1.30 0.00 0,00 0.00 0.00 0.00 0.00 SACiEWATER CT \V END E END 0.00 17.1G U 60 U.W 00U B,W U.Uo 0.00 0.00 TWIN HERON CT W END E END U.00 25.37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 ., .. _ UJ,_..__000 ._"' 0.00' UDO .O.W' 000_}. 1 ALBION WAY ASHBUKY DR MANHA'PIAN AVE 000 17.67 260 0.00 0.00 0.00 0.00 0.00 Q00 ALBION WA)(PFOL 2012-20131 MANI IATIAN AVE SEND 0.00 17,75 2.00 2.00 0,00 0.00 O.OU 000 0.00 ASHBUKY DR WABASII ST ALBION WAY 0,00 4.18 0.60 U.UU 0.00 (3.OU 0o0 0,00 O.UO ELMHUKSTDR ALBION WAY WABASII ST 0.00 32.34 I7,10 0.00 000 0.00 0.00 0,00 0.00 SAULSBURY C'1' W FIND ELMHURS'I'DR 0.00 1.32 0.20 0.00 0.00 0.U0 0.00 0.00 0.00 WABASH SI-f P170I,'_U13) ASHBURYDR MANIIA'I-IANAVE 0.00 27.35 3.40 0.00 0.00 0.00 000 000 0100 000 I00.61_.. _..26.50.- _2.00 ...' ..'. 000.. �__`:. 0.00 .O.OU 9.U0_.. I _ 0,00.:�_ 1 JACKSON AVE W MOUNTAIN AV17 \4 MULBERRY S1' 0.00 28145 17.10 0,00 0.00 0.00 L00 wo-o---T ffmo SCO'17AVIi WMOUN'VAIN AVE: WMULBERRY ST 0.00 153,27 9.40 000 0.00 0.00 0.00 0.00 0.00 MAGNOLIA ST JACKSON AVE S SHIELDS ST 0.00 33.56 6.G0 0.00 0.00 0.00 0.00 0.00 0.00 OLIVES-1' JACKSON AVE SSHIELDS ST 0.00 45.83 8.30 0.06 0.00 0.00 000 0.00 OBO '_c., i _I' .:. 1' _s.... _••.:., -' .__.1 - Wit Slab Toull 0.00 _.-- •. 514.12 - -41.J0-, -0.00 '_._ _' 0.00 1.00 ` LW- U.W - RgSIINGT1 REM1aNGI'ON ST EOLIVE ST EMOUNTIAN AVE OUO 315,36 21.50 0,00 0.00 0.00 0.00 0Go 0.00 000 '0.UU ^';_U.OU OW .' _, U00 • 1 1 BREN'I FORD LN(1) 111POURECONC'ENTENNIAL RD JEAST AND WHSI'ENDS 0.00 77.SI 9.50 2.OU 0,00 0,00 0uu Goo 0.00 CENTENNIAL RD PARKLAKH UK ISILVERWOOD DR 0.00 88.29 2080 0.00 0.00 0.00 0.00 0.00 0.00 PAKKLAKE DR 160' N 01: LAKESHORE CIR ICENTENNIAL RD 0.00 Do, 19 1.50 U.W 0.00 0.00 0.00 0.00 0.00 •-'" -'' - '' - - Ui,it Sub?ulal O.W' •-._ 176.00 - 31".80 .: : 2,00 -{, 000. - QW 0.00 0'. W..: U.W - PROPOSED TOTAL 2012 UNITS 6.00 4,238.63 693.70 7.00 20.UO 1.00 1.00 14.00 19.00 Page 4 of 6 m SECTION 2500 QUANT'I'I'Y F.S'I'1\IA'1'E ..: , SINEE'I' . -.. '•. - ' FROM .:' .`.-.. - " 10'. ,.. _. .;. .-. --608!018:03b__.v :n6U8.04 2.`..'608.U5° "'60806 :` _":;608 U7,`;..,:,608.U8r.x :u' 6081U9_r'Y. �60811� ..' :':60612.:':C::t °60&13 •,.i Runuve• - Only.. '. Cuncreti Apron''.; Removc,&i Replace,' I Uoesjian , Remove •Replace DO 6" Walk - R&R" UO NSW 42&R VC6 e R ,l VCNSW - 'I(&R Vcl`t Outfall-IIullvnuuJ - :`Median Curb`R,&R '. 6 Walk', r R&R '. Flull\woud N SW RMI _ ,. HIgLLack' N§WV' k&It , -_ Dail; -' _ .. .. .o '_.._.� ___.._. SF'�:. SF'_.'_, 4 .i .'SN -...; __SLF ,: -_-...LF- w.. _�IF--f �_ :,LF i <'t:. LN_,.., �.. a.IF�.. LF LF 41 CAUBOU DI( S TIMBERLINE RD KODIAK RD 000 948.00 744.00 73,00 0.00 248,00 9200, 0.00 000 0.00 0.00 CAPSTONE CT SUNS'I ONE DR END 0.00 353.00 204.00 61.00 0.00 U.00 0.U0 000 0.00 0.00 0.00 FLAGS ONE CT W END CARIBOU DR O.UU 80. UO 34.00 207.00 0.00 000 0.00 QUO U.00 O,OU 0.00 S'I'ONEGATE CT SI ONEGA'I'E DR END 000 179.00 60.00 160.00 ODU O.UU 0.00 0.00 0.00 0.00 0,00 S'I ONEGA`I'II DR S LONHY CREEK DR SUNS'LONE DR 0.00 IS4,00 O.OU 302.00 0.00 0.00 000 0,00 0.00 000 0,00 S'IONERI DGE C'I CARIBOU DR N END 000 0.00 000 143.00 0.00 0.00 0.00 0,00 000 000 UUO S'I'ONIi\VAY Cf SUNS O SDNNIi DI( END 0.00 338.00 210.00 11.00 QUO 0.00 0.00 0.00 0.00 0.00 0.00 STONEY C'REF:K DR CARIBOU DR SUNS'I'ONE DR 0.00 48.00 0.00 216.00 0,00 U.00 0,00 0,00 0,00 U.00 0.00 SUNBURSTDR SUNS'I'ONI: DR CARIBOU OR 0,00 541.00 420.00 182.UO 0.00 0.00 QUU 0.00 0.00 QUO 0.00 SUNC'RES'1'DR CARIBOU DR SI'ONHGA'I'H DR 000 289.00 204.00 192.00 0.00 0.00 0.00 '000 0.00 0.00 000 SUNIJCil1'I' C'f SUNS'fON17 DR N END 000 0.00 0.00 83.00 0.00 0.00 0.00 0.00 000 0.00 0.00 SUNRAY C'f WEND MEND 0.00 347.00 408.00 6LUO 0.00 10.00 U00 000 0,00 0.00 0.00 SUNS'I'ONE CT SUNSIONE DR END 0.00 0.00 0,00 34.00 0,00 0,00 U.00 0.00 0.00 0.00 0.00 SUNS LONE lilt CARIBOU Dit STONEY CKFEK DR 000 0.00 0,00 193.00 0,00 0.00 0,00 0,00 0.00 0.00 000 ___: c.'. ,,..._�...:. I-`'._... _; :.� +"• -.'Sub'1'oWl `' 33UZ00;_y;< :�':2,30400 _�;1`,90800 :-U 00 .' 25800F. -:�9 00 '-O,W;, OOU O,UU. -„ OUO^`- BROCK WATER LN ROOKERY DR LADY MOON DR 0.00 0.00 9600 000 0.00 O.OU 21.00 0.00 OOU 0.00 0-00 CRANE DR 'TWIN IIERON CI' ROCK PARK DR 0,00 0.00 0.00 0.00 0.00 0.00 000 000 0.00 000 000 FORET C'-f W END ROOKERYRD BOB 0.00 U.Oo 000 0.00 0.00 000 0.00 000 0.00 0.00 EGRE T LN ROOKERY RD E END 0.00 0.00 0,00 0.00 0.00 0.00 000 0.00 0,00 O.UO 0.00 KINGFISHER CT LADY MOON DR KINGFISIER CT 0.00 0.00 OBU 0.00 20U0 0.00 0.00 0.00 0.00 0.00 0,00 KINGFISHER CT(2) FEND WEND OOU 0.00 000 0.00 20.00 O00 000 0,00, 000 0.00 0.00 ROCK PARK DR ZIEGLER RD E END 0.00 000 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 0,00 ROOKERY CI' ROOKERY RD E END 0.00 0.00 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00 QUO ROOKERY RD ZIEGLER RD ROCK PARK DR 0,00 1 0.00 0.00 1 31.00 71.00 0,00 0.00 0.00 0.00 0,00 OUO SAGBWATFR CT WEND EEND 0.00 0.00 0.00 000 51.00 0.00 0.00 000 0.00 000 0,00 TWIN HERON C'f A' ...,, r". '`:(•.. ._ -C: W END o; --`. _: 4""( E END OOU "O- 0.00 �000`_ 0,00 '-: HU.GO'„ 0.00 .,151.00 63.00 :,,'2_SOUr 0,00 -i1U 00 � 0.00 F: 21 UU 0,00 ??OOU 0.00 0,00 --000r- 0.00 .'ice'-,,_Ob0''.•' ALBION WAY ASHBURY DR MANHATI'AN AVE O.00 0.00 000 241.00 0.00 0.00 (L00 0.00 O.OU 0.00 0.00 ALBION WAY WFOL 20I2--2013) MANHATTAN AVE SEND OM 0.00 0,00 24200 000 0,00 UW 000 0.00 0,00 0,00 ASHBURVDR WABASHS'I' ALBION WAY 0.00 0.00 0.00 57.00 0.00 0.00 0.00 QUU 0.06 0.00 000 IILMHURST DR ALBION WA) ' WABASH S1- 0,00 0.00 28800 153.00 BOO 0.00 0.00 O.UO 0.00 0.00 0.00 SAULSBURYC'I' WEND ELMHURSTDR 0,00 Q00 0,00 18.00 0.00 0.00 0.00 0.00 OOU U,00 0.00 WABASU S'T II'1'OI. _U13) .1 .,�'.. x, .. '. _. •. ASHBURY DR !':'u .:. .:__ _'. (�� ,. MANUA'TTAN AVE _:'.: ..�. _�: !.. .'? _ 0,00 1. 0,00, :_' 35.00 :. _.35.U0 j'C 0.00 „': .:: ''-88A0 278,00 �:¢969AU 0.00 .`,000 0 all " OW r 12.UO �I_UO 0,00 'p'000 _`_' 000 '_U00_...._`:�., 0.00 OUO. ,.s 0,00 ✓. 000'C`�r L JACKSON AVE WMOUNTA1NAVE WMULBERR"AV'EI .00 0.00 125.00 0.00 000 0,00 320.00 23.00 43.00 0.00 630.00 SCO'ITAVE W MOUNTAIN AVE W MULBERR000 000 0.00 0.00 O.OU 33600 551.00 0.00 0.00 0.00 24.00 MAGNOLIA S'I' J:ACKSON AVE SSHIELDS S'I00 0.00 000 0.00 0.00 171.00 134.00 0.00 0.00 O,OU 0.00 OLIVE .S'I' JACKSONAVE SSHIELDS S'LUO 0.00 0,00 0.00 0.00 42,00 4100 0.00 0.00 0.ou 80.00 r .. -.'_s `x'---. :`=_„M•'„' _.,-_ "'),. 5!00. 'UW'_1w -'�: 125i00 ft' U,W "000 :54900''; �.I U460V _"j.' 2300Y - 4300`:- - Ouo� �_734,001;.. REKI NGTON ST -- EOLIVE ST E MOUNTI.A410.00 213.00 51200 0.00 0.00 000 38.00 0.00 O.UO 0.00 482.UO , - - / ` _ ., .._' Unir Sub'Ibtul _' 11,UIV.OQ._- 217 00,' ;-'S12.OU w 0.UU - 0.00 _„ U V0 ', j_� 38 UU '+."0 VO -,0 W U UU F11 BIREN'I'FORD LN(1)(PPO)JRECON CENTENNIAL RD A STAND WES'I'ENUS 000 52.00 72,00 000 000 OVO 0.00 0.00 000 GIiN'I'I iNNIAL RD PARKLAKE Ult [IS IL\'IiR\VOOD DR 000 11000 180,00 822U0 000 12.00 11.00 000 000 0.00 0.00 PARKLAKIi DR 160'N OP LAKESIIOkF. CIR L'N'I'L'NNIAI. kU 0.00 Q00 0.0U 60.00 000 0.00 7900 000 0.10 Q00 0.00 Ulil Sub'Toml ;`O.W.-:- -'162.00<}"' 252:00 '-. I;SW.00 =85.00. „1?00'-_ ,90,00, - O.W -,O W_;..., --906.00 ,S 0,00 ^, :O.Ofi `-;- PROPOSED TOTA1. 2U 12 UNIT'$ 1,195.00 7,373.UU 8,468.00 7,392.00 499.00 1,704.00 3,922AU 233,00 147.UU 1,983.UU Page 5 of SECTION 2500 QUAN-rl'1'l, FS'TL91A'IT ^.' ,.�-.. ,- JIKEE`I' - .:,' ".'.� :'., `"'. rKorol _ :.. ?_. ."'• ro r ;608.I4 ,, ,..:-608.15 .' ., :'608'`2G" 'a`-608.18 '; `608.19 ':-608.21 '<_.:`,. 608.23.. % :,•: 6U8:2a ,. •,:.-; 7.7 I'llllJl11A11 \lcuJ Ramp It.Yli•; estriall Pedestrian a\lllJJ Kamp IIIKhback 11 RIICJICl1 Dome Panels (21' 2) ' .: " 6 Flal„ell K�`K i2 KCplalC rlalwe161 \dlL Ulplh Y r 4 V.Illey PAu 6"Ulplh ,j:It.k It F-+' �'• 1 K - Alle Approalh8 tj • K.�12 s '"w :, > x:. JE r pmJ#011 ,' CAull.i llg _ . SN, SF 1 '.LF_'" ;.,. •` Tp (CARIBOU DR S'I IMBEKLINE RD KODIAK RD 766.00 U,OO 40.00 615.OU 1,202.00 UUO 0.00 122.00 CAPS'PONE CPI' SUNSONE DR END 216.00 0.00 16.00 0.00 0.00 0.00 (00 30.00 FLAGSTONE CT W END CAKIII01J DR 74.00 0.00 16,00 0,00 0.00 000 0.00 000 S'I'ONEGA'I'E C'I' S'I ONEGAlE DR END 13600 QUO S0U 0.0U 0.00 0.00 000 12.50 S'IUNEGM 17 DR Sl ONE1' CKEEK DR SUNS'I ONE DR 128.00 0.00 0.00 000 0.00 0.00 0.00 0.00 S'I'ONEKIDGE C'I CARIBOU DR NEND 0.00 0.00 UUU 000 0,00 000 0,00 0,00 S'I'ONI?W.\Y C'I' 9UNS IDNE DR I?ND 224.00 0.00 16.00 0.00 0.00 0.00 0.00 30.0U STONEY CREEK DR CARIBOU DR SUNS'I'ONG DR 0.00 0.00 0.00 0.00 O.OU 0.00 0.00 000 SUNBURS'1'DR SUNSTONEDR CARIBOU DR 348.00 0.00 32.00 000 0.00 0.00 0.00 74.00 SUNCRES'I'DR CARIBOU UK SI'ONEGA'IF DR 184.00 0.00 16.00 0.00 0.00 0.00 0.00 2800 SUNLIGH i' CT SUNS I'ONH DR N END 0.00 0.00 UOU UOU 0.00 0.00 0.00 0.00 SUNRAY CI %V END N END 265.00 0.00 16.00 10.00 0.00 0.00 0,00 3200 SUNS 'I'ONE CT SUNS 'I'ONE DR END 0.00 0.00 0.00 0.00 0.00 0.00 000 7.00 SUNS 'I'ONE DR CARIBOU DR S'I'ONI?Y CREEK DR 0,00 O.Off 0,00 0.00 0.00 000 0.00 42.00 _ .. ' - - _. ._ . l' - . , -;p_Onil Sub'I'Ual _;_ :2,36It00 _, 0.00:__ . -_'160,0U_ ;. 625.00 -� 11 �0 00 ".: 000 0 VO 377.50 1 BROOKWA'MR LN ROOKERY DR LADY MOON DR 0.00 0.00 0.00 75.00 0.00 0.00 0.00 U.UO CRANE DR 'TWIN HERON Cl' ROCK PARK DR 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 EGRLI'C"I' \VEND ROOKER\'RD 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 EGRET I.N ROOKERY RD E END 0,00 0.00 0.00 0.00 000 0.00 0.00 0.00 KINGFISHER CT LADY MOON DR KINGFISIIER CI' 25.UU U.UU 8.00 106.00 000 0.00 0.00 0.00 KINGFISHER CT(2) FEND WEND 2500 0,00 8.U0 106.OU 0.00 0.00 0.00 0.00 ROCK PARK UK ZIEGLER RD E END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROOKERY C'I' ROOKERY RD E END 0,00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 ROOKERY RD ZIEGLER RD ROCK PARK DR 0.00 0,00 0.00 75.0U 0.00 0.00 0.00 0.00 S.AGEWA'rHR C'I W END E END 0,00 000 U.00 183.00 U.00 0,00 0.00 U.UO 'TWIN HERONC'I W END E END 0,00 0.00 0.00 283.00 0.00 0.00 0.00 0.00 _... _ _ .'_::. •.... __� _... '. .;. - :Unit Sub'I'ota1, .'50.0(i.._.. ,U.00 16.00 '-82800 -�UUO ',UVO' 0,00. . ALBION WAY ASIIBURY UK h1ANIIA'ITAN AVE 0,00 000 0.00 0.00 0.00 0.00 QUU 0.00 ALBION WAYWFOI._'0122013) MANHA'TI'AN AVE SEND 000 000 0.00 0.00 0.00 0,00 000 0.00 ASIIInJRY DR 1VABASII S'I' ALBION WAY 0.00 0.00 0.00 0.00 O.OU 000 0.00 0.00 ELMHURS'I'DR ALBION WAY WA13ASII S'1' 0.00 0.00 (Wo 0.00 0,00 0.00 000 0.00 SAULSBURYC'I W END ELMHURSTDR 0.00 0.00 0.U0 U.OU UOU 0.00 0,ou 0.00 WABASI I SI I I'POL'_UI3) AS)IBURI. OR MANIIATI'AN AVE 48,00 0,00 O.UO 0.00 0,00 0.00 0,00 000 _ _ 'h[:..,.. - _ :• �.-:. _._.. __ .:," .. ._. :'Y .. ._ -48,00 _., _ 0,00. ..- :0.00 -,. 000 '.. ;:.000 _:. 0.00.. -._.. 000'_'. - 000 1 JACKSON AVE WMOUNTAIN AVE jwb1ULBHRRY S'I' 60.00 0.00 QBB 2552A0 0.00 000 000 0.00 SCO']TAVE WNIOUN'I'AIN AVE WMU1.BERRY ST 208,00 0,00 2-00 84700 000 0.00 0.00 4200 MAGNOLIA S'T JACKSON AVE SSIUFLDS S'1' 0.00 0,00 0.00 110.00 0.00 0.00 256.00 0.00 OLIVI?5'I' JACKSON AVE IssilwLU.S S'1' 0,00 0.00 Ruo 379.00 0.00 0.00 498.00 0.00 ! _ "._ ' ._.: __ _.:_ .�. _ : - .-•..: Unii Sub T.MI. .'_168.00 .:: .0,00„ -_' _24,00' 3,88800 .=U00 -000 754 OU. -' -42:U0 . REMIpjr�TQN REMINGTON S I H OLIVE ST E MOUN'I'IAN AVE 70.00 000 U.UO 1,830.00 780.00 0.00 Quo 10,00 .."'Unit Sllb'1'Vlul -v,:70.W+. ,.-._00U... ..: 0.09 -:,1,83000=::78000` '-V00 UUO C�' -� ' IQUU.:'s IJICEN'1'P012U LN (I)(1'I'(1111:E('ON CLMENNIALRD EASI'AND WES I' ENDS 222.00 uou 800 O.UO 0.00 0U0 000 38.00 CFN'1'L'NNIAL RD PARKL1KEDR SILV17RWOOD DR 44.UO 000 000 250U U.UO 0.00 0.00 35.00 PARKLAKE DR 160' N OP LAKESIIORE C'IR CENTENNIAL RD 0U0 U.UO 0.00 U.UU U.UO if O fI 0.00 . UnitSub Total '�266.W 0.00 8.00 25,00 ^0.00' .000 O:UO - 73.00 PROPOSED TOTAL 2012 UNI'I:S 7,031.00 1,29900 516.00 14,351.00 3,384.00 255.00 754.00 930.50 Page 6 of 6 W m m SECTION 03000 DETAILS ' Rock Sock (RS) Straw Bale Filter SC-5 D23 Gravel Filter D24, D25 Curb and Gutter 701 ' Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 ' Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b ' Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Metal Sidewalk Culvert for Vert. Curb and Gutter and Sidewalk D-10 Metal Sidewalk Culvert for Vert. Curb and Gutter and Detached Sidewalk D-10B ' Metal Culvert For Drive -Over Curb, Gutter and Sidewalk D-11 Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 ' Access Ramp Details Detached Walk/Intersection Detail 1603 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 I Rock Sock (RS) SC-5 ' Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Photograph RS-1. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Management No November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 ' SC-5 Rock Sock (RS) 1Y2" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 1Y2" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH WIRE TIE ENDS ' 4" TO 6" MAX AT L 0" ON BEDROCK OR GROUND SURFACE L CURBS, OTHERWISE ' HARD SURFACE, 2" 6"-10" DEPENDING IN SOIL ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ' ANY CAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 1Y2" (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENOS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS TYP BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAPS. 1 I I 1 ' RS-2 ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATIONS) OF ROCK SOCKS. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES No. 4 2" 100 90 - 100 1 20 - 55 0 - 15 3�' 0 - 5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. 2. CRUSHED ROCK SHALL BE IYz" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (I)4" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF Yi", RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS-1. ROCK SOCK PERIMETER CONTROL Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC-5 ROCK SOCK MAINTENANCE NOTES 1. INSPECT 8MPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT 8MPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN 8MPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY Yz OF THE HEIGHT OF THE ROCK SOCK. 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILAOLE IN AUTOCAD) NOTE. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE, THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NDORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 RS-3 O 8 Area InI� ., . d with 2 Stakes Per Bale Af• • a •J1) o n v o a a'I h a a a o a a iA I lil— r) l,' I �� PLAN VI EW Stake1Twine Runoff . ,r--� v , .w.,.� `— Gompac�ed Soil 6 T Filtered Wa;zr� nz� SecrioN A -A ` General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one halt of the filter depth has been CITY OF. -FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure, APPROVED DATE: : 3. Sediment shall be removed immediately REVISIONS: from traveled way of roads. D-23 FIGURy 6.2 J 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. I 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. IAny 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 I 1 Wire Screen — (Approx. YZ�Pytes-) Fil —Grzvo; Frlur CAI?Frox. ;Ie_"DiernE�-er) Area Infer PLAN Vf EW Block Grave! Fi f er Over -Po!') - ConcrAz Bloc( i C — Wire Screen RunofF ' tU'O!G � —�I� ❑In Gravel F!Iter Fdtarec WeLer J SECTION A -A General Notes: t. Inspect and repair filters after each storm event. Remove sediment when one half of the filter depth has been filled. Removed sediment shall be deposited in an area - tributary to a sediment basin or other ! filtering measures. 2. Sediment and gravel shall be immediately removed from traveled way of roads. FIGUU. o .3 AREA INLET FILTER GRAVEL CITY OF FORT COLLINS, COLORADO STORMWATER UTILITY APPROVED BY: DATE: ncd1SIONS1 D-24 r PAGE 32 naval FII7 (APprox. aidm2CZfj vAirG-+�'��c�� Wim Scree Cyer=iow Pwnor= T�_o reLB B locX 2x . I--C_ ravel F:I ar PLAN VIEW _ r-FilEered i;J�2r Wire �re¢n— t E )\ 21'xa."Wood S_'�ud� SEE— fGN A -A inIe- General Notes: 1. Inspect and repair fiiters after each CURB INLET FILTER storm event. Remove sediment when GRAVEL one half of the filter depth has been filled. Removed sediment shall be de- CITY OF FORT COLLINS, COLORADO posited in an. area tributary to a sedi- STORMWATER UTILITY ment basin or other filtering measure. APFRQV.-D 3Y: i 2. Sediment and gravel snail be immediately pa-c: removed from traveled vray of roads. REVISIONS: D-25 I FIGURE 6.4 2'_6" w 1 1 /2"R. a 2 R. Gutter edge may be tapered or battered. � � a (Typical for all Curb & & Gutter Types) k /rM=� n i 30" 18" 12" 21 .75" R 0.5" I3.63" 2" + 0.13" a ae 713 a _ • a a ROLL-OVER (LOVELAND) f CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 Y J O W O) N N C (1) Q F Lu Do U LLL W n Q O o Z Q Q rr _O �. w I LL W U Ir W > U r 66 �7 1 w\ L.L.. co .19LL I r� s/E s/E 0)��8/E L 0 W 9 �Y( a Q w a Q U U) LL Lu M I U119 ° Q N i it Z CO Q W i ° i M W co U Lu O v III g/E E W\ g/E / Ir CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/O1/02 702 m LIMITS OF C & G ^ N H � aL Z 14 IN17 IN. 3 FT. 9 IN. (1.17 FT.) o:R \ (1.42 FT.) (3.75 FT.) Z n \ ,., 3 n m n � my � I FLOW LINE \ f NE 4 IN. D D D - A �� II a. 6 ` D 6 IN. ^ e p e \ Imn 4 ?n 18 IN. 18 IN. (1.5 FT.) (A Ft.)�— J DRIVE -OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 6 IN.— WHERE WALK ADJOINS A CURB. IT SHALL BE CONSTRUCTED 1/4 INCH ABOVE THE CURB. s 1/2 IN. SLOPE SIDEWALK TO CURB - 1 1/2 IN.— 1/4 IN. TO 1/2 IN, PER FT, I 2 IN. 1 I/2 IN. R - D 4lIN. � ' D 2 IN. R D 6 IN. D D D 6 IN, z 4 FT. MIN. 12 IN. VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN R 3/4IN. MIN. 4.43 FT. 1.18 FT, .58 FT. 2.67 FT. • •' • p. .09 FT. a - .• .. .. 1 D .30 FT. I1 FT4 IN. ° D _ I D I DUMMY JOINT FOR WALKS COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE - FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER DATE: 11/13/00 UTILITIES CONSTRUCTION DETAILS D _ 6 DRAWN BY: NBJ c1y o! Fort Collin 1'-6" M. J 1/8" TO 1/4"R. 1-1/2" 4-1/2" 1 1/2"R. 1-1/2" TO 2" R. m • � N • a e OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 1/2" 1/2"R. nit n ' TO 1 /4"R. a a ° d 6" e ° d 1"� 1/4" C n o 1" 1/4" 1 1/2" 3 ° ASPHALT OR 31/2" 3" * 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6" 6" 6" 1 1 /4" J n ° co ; p W .o CO • W r 40. ° e n , O O ROADWAY PAVEMENT ° g 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 _c � XNa1 Lln PERSPECTIVE Ramp if necessa Right of Way line Detached 1:12 Sidewalk max. �Y W Z1:12max. 6� W 0 N I TYPE I X=2' min. X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk 'er to Chapter 25 for minimum removal dimensions. W = Width A B co v N N ^ m I Attached E Sidewalk ry 12 max. Back of curb FL A B Lip Driveway Width Varies X=6-0" TYPE II w EXPANSION z J t 1 2 (max. m JOINT o ... • 1:24 LL iv tT o WALK c _ SECTION B-B NOTE: a N.T.S. WALK Y 1. Concrete driveway must be a provided to the property line. 0 I:48 SLOPE CO 1/4'PER FT. i:t2`ma � Expansion joint if drive WALK SECTION A -A+ continues as concrete \ N.T.S. M STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 1 1 1 i 1 1 1 1 1 1 1 C TulN M O N ro a N a)a� o _ yv ,s Y C o U fN Y ro O (n N coN Q a 3 3 ` a 0 C) a C7 � 3� Q > N Z co O Q O y 0 — M Q N �. O N N > > — — ry O N C W W Q "a T\ p u L O O (z Q 10 '-v 1oa I`) Q 0 2 C 0 o 2� C .X v N O LL O N p E �D 3 o z m N I coL ° o �- O L S O M Z N — — r a ro� ('UiW) ,9 3� (XeW) o Q 9b'L� Zl l Q c O0 �m a v ro N a o� c7 0 ml U X C W N a) co a) U U) aa)lk u m w N _ E8 1 I Q I a C O C Q N ro a) 9 O / N Cn F � U L L >0-0 m Y z z � U o 00 Q N o U a� ro �0� a� �> _�� o� 9 — 0 (� a-c 20 U L W W W �a u)aa �� a ro W@ d } U) m is ro E O O L r Q>O O ~ r=l U ro N } a C Q N a a7 co O D ° C w 3 CL (D 0 (D 9 9 N W a'c (I) O _C C 3=UU= w Q o<'ooQ� r u 0 Z �Nco�Lo jE -7E �F a 3 a ip io i0 2 1 J 2 4 W O O oa a = _ Z T O J _ T Q � � � U O 0 5 w �' 3 � STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 707 17 } 0 O Q Z H p ` � U O Of O � ` D r U O W a J r J Z O p - � - J O Q 00 a` O p E .; _Z o N N I O. O O O a w � o w = N >i O Q Q 2 LJ L N p O_ W ?' 00� �� I rU r ZO �� p c- 0 Q- O J 7 Z 2 3 �Z Z> -+- Zp Op I J0 wo O 3J Z Q00 O Q OUP �N O0 O JZ Q OU d OQ= i � a r r U z�z O p w U li J w r O z O wr E U U w \ I = Uo DO N m � U U U¢ J Q N� Q U V w w - p I II Ua O J pU Q .° Q ra �z v Q \ Z Z O< 0O D O z O r w v p ° OLLI + H W U W Z _� Z N z U N W O N Z g W U W W U ZaN -W 3 w c oOJ Q www O J'a �0N mr Q= ° _Z Q > 00aas z z N W Z > � z N 00 n � a W O x N N C i � N W � G Z a N 2 - J W O Q M a z Q a _ 3N0 O m � 0 3 `� U Z O J a o ` � � � r N � N N � Q O J J U U STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 708 �I 6 F IN. 6 IN. THICK SIDEWALL (TYP BOTH SIDES) 3 FT.-6 IN. B 6 IN.- 6 IN. WARPED CURB 6 GUTTER (TYP. 2 FT. BOTH SIDES) 8 8.5 FLUSH - WITH CURB FACE 1 2 IN. 4:1 6 IN. A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. — 6 IN — SEE DETAIL 'A' 4 FT, OPENING 2 FT. 4 FT.- 6 IN. 6 IN. SEE CURB FACE gACK OF ASSEMBLY DETAIL CURB B MANHOLE RUNGS-12 IN. 11,1, 17 SLOPE FOR / DRAINAGE FLOW LINE /� 11 FT. A PLAN VIEW NTS 04 BAR 1 1/2 IN. R 18 IN. LONG 1/4 IN. -I IN. LEG •: • 6 IN. I � I . I �2:1 45 BAR '. 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT e' 10 IN. EMBEDMENT 4 IN. 1 1/4 IN. DIA. x 24 IN. GALV. STEEL - THREADED 3 1/2 IN. AT TOP. p �1/4 IN. PLATEx 3 IN. X 3/8 IN. ` 1. J;�� 6 }ITN. I SECTION A -A 3 FT.-6 IN. 4 FT. 3 FT.-6 IN. WARPED DEPRESSED GUTTER WARPED GUTTER GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED FLOW LINE aW � a 2 i Qo —6 IN. 6 IN. ^ W � N F NN W FOR N 2 DRAINASLOGE SECTION B-B •6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL 6 IN. WALL TO pUT$IDE EDGE pF WALL GENERAL NOTES I. SEE D-713 FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE 0-6. 3 IN. IN. ADDITION CONCRETE FARM INVERT PIPE CONNECTIONS.S. 6. EXPOSED STEEL SHALL BE GALVANIZED IN RAD ♦I / M 3. MANHOLE RUNGS SHALL BE REQUIRED FOR ACCORDANCE WITH AASHTQ M-111. INLET HEIGHT 4 FT. AND GREATER. DETAIL �A� 4. SIDEWALK SHALL 6 IN. THICK FAR 3 FT. ON EITHER SIDE OFF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 D-7A City of Fort Collins DRAWN BY: NBJ City of Fort Collins Purchasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7361: Concrete Maintenance Project Phase I OPENING DATE: 3:00 PM (Our Clock) April 9, 2012 Financial Services Purchasing Division 215 N. Mason St. 2n" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing 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 — Specifications Revisions Exhibit 2 — Questions & Answers 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. Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 1 of 5 1 1 SECTION 00300 a1DIM 7:7��i 4 FT B L A /401 8 IN. O.C. --1 I--- ,-601 501 \ 6 IN: 4 ' ' 4 Y■�■■� I , ■■. 1 B 2 FT. 4 FT - A IN SECTI❑N A -A NTS 408--/ 3 FT. 5 FT. 3 FT. II FT. I FT. 2 FT. 5 FT. 2 FT. 1 FT. A ` 402 «4 ANCHORS PLAN VIEW TABLE 1 BAR LIST FOR CURB INLET 404 402 MARK DIA' O.C. TYPE NO. LENGHT IN. SPACING REQ'D 401 8 IN. II 4 3 FT. 10 IN. 402 t r 12 IN. 111 x 7 FT. 10 IN. 403 12 IN. IV 6 FT. d IN. 404 I/2 IN. 12 IN 11 4 4 12 IN. x 3 FT, 2 IN, 406 12 IN. 11 4 x 407 l N. 2 9 FT. 0 IN. 408 l2 IN. VII 4 3 FT. d IN. 501 5/8 IN. 9 IN. 11 2 9 FT. 0 IN, 502 5/8 IN. 9 IN. 11 1 4 FT. 8 IN. 503 548 IN. 9 IN. 11 1 9 FT. 0 IN. 504 5/8 1N. 6 IN. VI[[ 2 4 FT. 8 IN. 6" 3/4 IN. - - l 8 FT. 10 IN. 8 C 3.5 - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT. 6 IN. IEHCHi TYPE II STRAIGHT 405 402 405 TYPE I[I �IH. 54 IN. 403 SECTION B-B Nrs TYPE IV 193K a9 9IK TYPE VII .vnRI BLE WITH HIGHi, REFER TO TABLE 2. Tk RENT N TABLE 2 QUANITIES VARIBLES WITH HEIGHT TYPE VIII 34 IH. 100R 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. H LENGHT C.Y. LB. 40214051 404 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. I IN. 10 6 4 FT. 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN. 12 a 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT. 1 IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 f0 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. 1 IN. 14 t0 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 16 12 6 FT. 6 IN. 16 12 6 FT. 2 IN. 5 FT. I IN. 16 12 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. IB 14 7 FT. 6 IN. I8 14 7 FT. 2 IN. 6 FT, 1 IN. IB 14 8 FT. 6 IN. 20 16 17 T. 8 IN. 6 FT. 7 INJ 20 1 16 8 FT. 6 IN 20 16 8 FT. 2 IN. 7 FT I IN, 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 22 18 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. 1 IN. 22 22 10 FT. 0 IN 24 24 9 FT, 8 IN. 8 FT. 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) ® CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL DATE: t t/21/02 City of Port Collins UTILITIES CONSTRUCTION DETAILS D-78 DRAWN BY: NBJ 6 IN. 6 IN. THICK ? SIDEWALL (TYP. BOTH SIDES) v y 6 IN. T1B 14 IN WARPED CURB 6 GUTTER (TYP. TI BOTH SIDES) I r A 5 FT- 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 2 FT. < FT.- 6 IN. SEE CURB FACE 9U[8 OF ASSEMBLY DETAIL 6 IN.' C RRB MANHOLE RUNGS-12 IN. O.C. SLOPE FOR D DRAINAGE O \ NG �FIOW LINE I6 IN. T A !-1 409 601 B a 1 6 IN. I � n 17 IN. I I 14 FT. —FT. } IN. O.C.504 6 IN. O.C. _ 111 09 03 12 IN. 12 IN. ANCHORS BACK OF CURB O 8 [8.5 WITH 1 1/2 IN. DIA 1 7 `FIOW LINE HOLE IN CENTER 3 FT. 412 5 FT. 3 FT. 11 FT. AT PLAN VIEW NTS TABLE 1 BAR LIST FOR CURB INLET MARK ➢IA. O.C. TYPE NO. LENGHT IN. SPACING REO'D 402 8 IN. II 4 3 FT. l0 IN. 404 1 12 IN. III • 7 FT. l0 IN. 406 12 IN. IV 6 7 FT 4 IN. 107 I/2 M 12 IN. II 14 409 12 IN. II • 3 FT. 2 IN. 410 I I` 12 IN. II 4 4l1 12 IN. II 2 9 FT. 0 IN. Ill 1 IN. VII 4 3 FT. 4 IN. 501 5/8 IN, 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN. 503 5/8 IN. 9 IN. [I 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. I VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 8 FT. 10 IN. a [ 9S - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT. 6 IN. IN. I LENGHT TYPE II Straight TYPE III E PU. IW20 IN. TYPE IV [W20 1N. .U' 9 IN TYPE VII VAREBLE WITH HEIGHT, REFER TO TARE 2. J3 ly, Bent 11 IN. TYPE VIII }0 IN. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. ') FT A FT — R IN SECTION A -A SECTION B-B TABLE 2 OUANTITIES VARIABLE W1TH HEIGHT H NO. REO'D LENGHT C.Y. LB. 402 405 1 404 406 CONIC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2. FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT.' 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 282 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 6 IN. 16 12 8 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. I IN. 3.7 314 4 8 FT. 6 IN. 20 18 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT. 0 I'Ll 22 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 380 9 FT. 6 IN. 22 18 9 FT. 2 IN. 8 FT. 1 IN. 4.3 366 10 FT. 0 IN. 24 1 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG, FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT)' CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/25/02 D_813 City of Fort Collim DRAWN BY: NBJ 10 FT. 0 IN. MIN. SECTION / A \ I1 x x III 11 x X X III. .11 II • PLACE FIRST SCREW 11 x x X X x II 60F N..`FFRONT EDGE PATE SEE DETAIL "A" % t x x x x x ICI B 1 � B 5/8 IN. X 2 FT. 6 IN. X 4 FT. 6 IN. RAISED PATTEREN NON-SKID GALV. STEEL PLATE (AASHTO M-ill) A - PLAN VIEW SLOPE PLATE TO MATCH 4 FT, 6 IN. SIOEWALK 2 FT. 0 IN. 6 IN. 4 FT. 0 IN. 1/2 IN.� r-- FLOWLINE (AS SHOWN ON PLANS T 1 _ ... 6 IN. 6 IN. e.4 SECTION A —A 3 IN. 2 FT. 0 IN. 3 IN. d. ° .. / °° . ° °° ✓ 4 5/8 IN. 1/4 IN. e ? .. . d a 4 IN. ° e °. 4 ° ja a .. ° .. ° .. • A e 7 1 /2 IN. IN. MIN. - d 3 FT. 0 IN. 2.1 SLOPE 2:1 SLOPE 5 FT. 6 IN.. SECTION B—B 5/8 IN. 3/8 IN. BRASS SCREW-181N. O.C. GALVANI TEO W/ COUNTERSUNK HEAD FLUSH PLATE W/ PLATE �° e 3.2.3/8 IN. �diLd IN° GALVANIZED -` ANGLE a a N0. 3 REBAR ANCHOR-18 IN. O.C. DETAIL 'A' METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK CITY OF Cityof APPROVED: �.} FORT COLLINS STORM WATER DETAIL ( l Cdlins UTILITIES DATE: 12/12/00 FORT COLLINS, CO. CONSTRUCTION DETAILS D — 10 (970) 221-8700 DRAWN BY: NBJ a �F 3 (TYIP—)A-1 TYP. 3/8" BRASS SCREW WITH COUNTERSUNK HEAD C I I FLUSH WITH PLATE B B L w 5/3" GALV. SIDEWALK (TYP.) j STEEL PLATE EXPANSION EXPANSION MATERIAL MATERIAL EXTEND WALK 6 w ON BOTH SIDES LCJ OF WALK a BACK OF CURB 0 12" R-\ vJ /-12" R STREETOV I 3'-3" OPEN NG 3'-3" 8'-6" r PLAN BACK Of SLOPE PLATE TO CURRY VARIES VARIES MATCH SIDEWALK EDGE OF 1 0.5% SLOPL (,MIN.) SLOPE VARIES STREET I �� SECTION A -A 5/8" GALV. 2'-0" 3..x2"x3/8" STEEL PLATE VARIES, SEE GALV. ANGLE PLANS SEE DETAIL 1 PLANS-7 ti • I1 2 I 3._0" ( 2 SECTION B-B 2-0 EPRESSE 5/8 GALV. 3/8" BRASS SCREW-18" O.C. WITH COUNTERSUNK HEAD FLUSH GUTTER PLATE --,,,WITH PLATE a t#4@12" / /J4®12" ¢ #3 REBAR o 3'x2 x3/8" ANCHOR 18" GALV. 4p, . O.C. V #4@12" O.C. ANGLE a SECTION C-C DETAIL 1 METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK city CITY OF r FORT COLLINS STORMWATER APPROVED: DETAIL 1_C�l�ns Q �"�� UTILITIES Foxr COLLINS, co. CONSTRUCTION DETAILS DATE: 1/28/09 D-10B (970) 221-8700 DRAWN BY: NBJ 5/8 IN. X 2 FT. 6 IN, X 4 FT. 0 IN. RAISED PATTEREN NON-SKID GALV. STEEL PLATE (AASHTO M-111)� x x 11 1 II x xxll I I 11 PLACE FIRST SCREW t x x x x 11 � 6 IN. FRONT EDGE x x 1 OF PLATE SEE DETAIL "A" I� x x x x x 1�1 A PLAN VIEW 'E PLATE TO MATCH I WALK 14 IN. E 14 IN. 4 FT. 0 IN. 1 /2 IN. 1/2 IN.—FLOWLINE (AS SHOWN ON PLANS - 6 IN. •' 6f IN. SECTION A -A 3 IN. 2 FT. 0 IN. 3 IN. 1/4 IN. e °.0 ° ° • ° 4 °A - ° d o ° e.. °6 IN. .. 5 3/a d a d ° 2: t SLOPE I 3 FT, 0 IN. I 2:1 SLOPE 4 FT. 11 IN. SECTION B — B 5/8 IN. 3/8 IN. BRASS SCREW-18 IN. O.C. GALVANIZED W/ COUNTERSUNK HEAD FLUSH PLATE W/ PLATE GENERAL NOTES: GALVANIZEEDD BN.; GALVA—� ANGLE 1. WHEN THE CURB IS SEPERATED FROM THE SIDEWALK ° THE STEEL PLATE SHALL BE PLACED ON THE a SIDEWALK AND THE CONCRETE CHANNEL(WITH 6 IN, NO. 3 REBAR /a THICK WALL ON EACH SIDE) CONTINUED INTO THE ANCHOR-181N. O.C. CURB AND GUTTER. DETAIL "A„ METAL CULVERT FOR DRIVE -OVER CURB, GUTTER AND SIDEWALK �"`'� CITY OF FORT COLLINS APPROVED: DETAIL STORM WATER Collins UTILITIES DATE: 12/18/00 FORT COLLINS. CO. CONSTRUCTION DETAILS D - 11 (870) 221-8700 DRAWN BY: NBJ A--i EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 FT. ` 6 IN. 604 BARS I AT 11 IN. O.C. 31 1 1 FT. ( 9 IN. 6 IN. THICK I 5 L- IBARS AT 9 IN. O.C. SIDEWALK T YPA 4 FT. 6 IN. IC J 8C 8.5 WITH I 1/2 IN. DIA, HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. --, B L6 1 FT. I 2 n5 BARS AT 6 IN. D.C. BACK OF CURB B / \ IN. —SEE DETAIL 'A' 2 FT. L12 II IN. FLOWLINE p4 BARS AT IN. O.C. WARPED CURB 6 GUTTER (TYP.) Al DETAIL "B" 8C 8.5 FLUSH WITH CURB FACE N4 BAR 1 1/2 IN. R 18 IN. LONG /4 Irv. -I IN. LEG 2 IN. 2 IN. 41 .. 6 IN. 6 IN. 2:1\ = \M 5 BAR .•_ .: 1 . I I/2 IN. PIPE SPACER AN I 11/4 N. LOCK NUT 8 IN p T 1 1/4 IN. DIA. % 26 IN. GALV. 3 IN. STEEL ROD - THREADEO 77' 3 1/2 IN. AT TOP. n I 4 IN. 3 IN, X 3 IN. % 3/8 IN.11 PLATE 6 IN. WALL Ill IN. I DETAIL '•A" DETAIL NBARS 6 INN5 tBARS BARS 8 1/2 IN. 7. SLOPE6 IN. N4 BARS-12 IN. O.C. BOTHWAYS SECTION A -A WARPED GUTTER DEPRESSED GUTTER , -TOP OF CURB 2 IN WARPED GUTTER NOHNnL" FALTERED FLOW LINE a a FLOW LINE SECTION B-B (REINFORCEMENT NOT SHOWN) GENERAL NOTES: L_1 1 - I 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. ADO I N 4 BARS ADO I N 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 IN MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN i ACCORDANCE WITH AASHTO M-Ill. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. j d BARS-12 IN. O.C. BOTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D -12 City of Fort Collim DRAWN BY: NBJ [1 A-7 3 FT. 6 IN. i 1 1 FT. � C 1 9 IN. 1 6 IN. THICK l SIDEWALK (iYPJ I 4 F I. 6 IN— I FT.. B (TYP.> — 0 B l 1 1 17 IN 11 IN. 4 IN 44 A A 1 IN. C. 8C S.5 FLUSH — — WITH CURB FACE I _ 2 IN. 1 l 2 IN.I 6 IN. 1 8 IN. ' e 44-1' 2: A-� EXTEND WALK I FT. BEYOND NORMAL BACK OF WALK.--� 6#4 BARS AT 11 IN. C.C. 5 u5 BARS AT c 8C8.5 WITH 1 1/2 IN. DIA. HOLE 9 W. D.C. IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. r' 2 #5 BARS AT 6 IN. O.C. B jBACK DF CURB-^ --SEE DETAIL FLOWLINE r--SEE DETAIL 'T •B" i_ g4 BARS �6 IN. BARS 8 1/2 IN. r 6 IN. 1,#4 BARS —r i 1/2 IN. R g41 N. BARONG / #4 BARS-12 IN. O.C� 1/4 IN. -I tN. LEG/ � BOTHWAYS 3 IN. X 3 IN. X 3/8 IN.X` PLATE SECTION A -A 5f C ° 6 IN. ,> °4` 3 FT. 6 IN. _ 4 FT. 0 IN. 3 FT. 6 IN. _ \ BAR i WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER �j o —TOP OF CURB \1 1 2 IN. PIPE SPACER �\ AN 1 1 4 IN. LOCK NUT '' —� 1 1/4 IN. DIA. X 24 IN. GALV_ STEEL ROD - THREADED - 1 IN. 3 1/2 IN. AT TOP. FLOW LINE 3 '/4 "" , FALTERED I .. FLOW LINE SECTION B-B 6 IN. (REINFORCEMENT NOT SHOWN) I -I- 11 FT. 0 IN. -. GENERAL NOTES: I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. - EITHER SIDE OF CULVERT. ADD I y 4 BARS— —ADD 1 y 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 w. MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-III. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. ��N 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL I BOTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE l 112 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 ��lYRhr DRAWN BY: NBJ I A A A w —NO. 12 GRATE AND FRAME BY MOCLEAR OR APPROVED EQUAL. 35 3/4 IN. 28 1/4 IN. 6 IN. 23 3/4 IN. 6 IN. 16 1/4 IN. 12 IN. MIN, . \ GRATES 3 IN. CIR. O.F. 2 IN. OR L.F. l /4 BAR .d . \ --CONCRETE PIPE O.D. a� LINLET _ 3 IN. CIR. O.F. 14 O 12 IN. .I / ... 3 IN. •' CIR 2 IN. OR L.F. I i FLOW LINE OF � { CTRS. (iYP,) 12 IN. .�, � LAP .: \ a /4 O 12 IN. CTRS. (TYP.) 4 I � ARWND I INLET AND CONCRETE PIPE IO PIPES/'r I CONDUIT a -• D H 112 d I SLOPE FOR :; . DRAINAGE IN. NA%. IG STEP ,' I•a F / L SPACING „�.\ '. •' e 7 7- •IN. ' — — — — —I — — =% 14 IN. 14 y4 O 12 IN. CTRS. 5 IN. TYPICAL WALLS AND FLOOR SECTION A —A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR ORAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEOIANDS, SUMP BASINS) SECTION B—B AREA INLET ® CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL DATE: 12/8/00 City of Fort Collin UTILITIES CONSTRUCTION DETAILS D - 9 A DRAWN BY: NBJ No Text I I 11 I I 1 I I I SECTION 00300 BID FORM PROJECT: 7361 Concrete Maintenance Project Phase 1 Place: Date:,,,_( In compliance with your Invitation to Bid dated4w:l `j-1 20 (a 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 s �' ,�c �. - �-„_ P.xe6�r0 T» hl; „_ ($ 7rByQ.8�1 in accordance with the invitation To Bid and Instructions to T Bidders. 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 Bidder proposes to furnish tie specified performance and payment Bonds is as follows: fv,.,,w Co. 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. through U � U � L l ' y0 j0 Z�c� Zj1� u ` C0� ��o o u �O QQ i ` N adld tV CCU I N �L 1 G1 3 N N tip UIUJ ZL X n r1 � u o� r1 L X N e I •,'� J 1 Q L C N (NIU V U U ti 04 N' CL : N JZW ,Lc Ea YY �,a3 njzol ��Z/�� 7 I rT oaaoo� o�� � w aaa O N n � A,1c: 8 fj L. oU 7' cn � Q L Z o .[C -d �/� �/ ! v u y C `t N C v °� U `p 'c m N= W F- O z I _ � 1 LA Q N E N CC LL N I CL .ZA z / a • X 4, U 7 N V 5 .�. N L (9 m O ,Q cr oz ioC ZC J /^ o� z w 2 z O z I.LI Q ' 73 Alley Concrete Border Drive -Over or Vertical Curb t & Gutter t FL R.O.W. (TYo ) i '1o'x1a I loxio� SIGHT Construction Joint + SIGHT Curb AREA AREA 0" Curb 1.12 o�LL 8" minimum thick 1:12 Walk I m concrete Walk 0" Curb : Truncated Dome Parkway r 6" Curb Parkway Warning Detection 7N Vertical \ 6" Curb F_ 6" Curb STREET Truncated Dome Warning Detection ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley j Concrete II j Alley I Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) = for 2 year storm minimum. �0'X10' \ 10'X10 SIGHT / / / \ \ \ SIGHT AREA AREA N 1:24 9v Q� 8" minimum thick 1.2q Walk concrete I Walk 0" Curb N 0" Curb Parkway Parkway 6" Curb 6" Curb Warning Detection See Tables & 8-2 For Radiiii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 803 Depress ring 1/4" to 5/8" below adjacent finished street grade Cover Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack with High Strength Grout Slope up to match finished pavement NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gap, and 100 Ibs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Dnveway Detached Sidewalk Sidewalk Attached Sidewalk T.C. F.L. Min. LIP 8" Commercial 6" Residential 1 /2" Expansion Joint Material 1/2' Expansion Joint Material DETACHED ATTACHED 6• SIDEWALK } r �: DRIVEWAY •• - SIDEWALK SECTION A -A All Sidewalk Thickness Shall Be 6- minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1601 a. a. a fro Slope sidewalk to curb 1/4" per foot. . a ' 4 8 NOTE: Construct Sidewalk with joints at 10' intervals and aligned with scoring on curb. ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL I R 1/8' 1.1/46SLABTHICKNI!SS ,, .. a vat .a a C . '4 WEAKENED PLANE JOINT 12' Expansion JI Joint material tea al ri R1/4 ;/4" .. .. a.. n 12' C 4, a 4, INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 Curb to retain ground behind the walk, if needed. (Radius varies) 2 Transition back of walk (bp-) E 0 0 m ' I Truncated Dome Warning Detection Wood float �P finish thru row ramp °y4 �\ S� Walk Broom finish Curb 6 o��d`r \do`' Gutter 6 Al CORNER LOCATION Wood float finish thru ramp Walk k Broom finish 7 12 Slope Curb (max.) Gutter Curb (optional) Only if needed Transition back of walk (typ.) 12 Slope I Broom finish I 6' I 5' I 6' I Truncated Dome z (min.)) (min.) Warning Detection 5 MID -BLOCK LOCATION at the corners of the 3 truncated dome warning 0 2'-0' 6' v truncated dome warning m detection - c 1 „ 25 sloPe (max.) o aLL `< It SECTION A -A NOTES: 1. * 6" Thickness applies to entire ramp area. 2 " 1:25 Unless a landing behind ramp (then ramp can be 1 :12 with 1:20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ARTERIAL 0 1 1� ROW Line 9\ 01, ARTERIAL / COLLECTOR J Q CE R=6' W b Q � I 9 s J Q ROW Line E 10' 6' LU 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1604 I I I I 1 I Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIbIER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1605 0 O O MIN. I 00 6� CURBS h. �0 1.5' TRANSI 0.5• TYP.\ y )DO A )00 )p0 Truncated Dome >0o Warning Detection 00 0O 0p1 0' CURB I R a CURB OPTION 1.5' TRANSITION 0 Ct Flared ODlion Truncated Dome Warning Detection 1 Il. Max I \ \ 2' CURB l-6' or as specified 1:25 slope D I:I (moz.) FL IRE MAX. `FLONLINE STANDARD CRAY CONCRETE 6' OF GUTTER RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR'DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAILOR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED 'SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606 FORT COLLINS ONLY cm 3 d c 0 0 0 lL m I l,' �b it N llen%apig auoo �s —71 II NSW • O o3 d J (O N C p `m m u ¢ a> U I/J m aai Lvoi a,j .°�' a°'i H O a W t0 N N U N J m d OOn Z � F- m OU L M t Q O OU W d � Q RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 16 0 6(a) 8. BID SCHEDULE (Base Bid) I tens No: D Unit Contractescription Quantity Unit Price Total 202.01 Sawcuuing 54" LF 200 3.00 S 61CO - 202.02 Sawcuuing- Additional Inch Depth LF/IN 500 00 S r - 203.01 General Excavation CY 200 Sa e0 S .rooO 203.02 Borrow TON too O a 00 S 000 u 208.01 Stonmvaler Protection - Rock Filled Wattle LF 50 6i S 3 3 y . 20802 S(annwater Prn[eetion- Recycled Rubber Filled Wattle LF 50 00 $ 208.03 Swnmwa¢r I4oleclion - Strasv Bales EA 5 30 00 S /_171 21201 Sod SF Soo 00 S 212.02 Landscape/IrtigationLabor HR 50 J 00 QC S 5 -0 - 304.01 Aggregate Base Course TON 4,000 00 S 403.01 Temporary Patching ION 600 0 00 S 96w0 604.01 Type R Inlet - Remove & Replace (Y Opening) EA 2 O0, 00 S 600o00 604.02 I ype R Inlet - Remove & Replace Additional One (I') Depth LF IS p0 S - 604.03 Type R Inlet - Reconstruct Inlet Deck (5' Opening) EA 5 9,51 00 [ II��js S ]/ •/SO 604.04 TypeR Inlet- Reconstruct Inlet Deck Additional One (l') Opening LF t0 // 00 S /O 604.03 TypeRInlet-MatenalsOnly EA 5 4/30, 00 S afro -° 604.06 Curb Inlet - Remove& Replace(4' Opening) EA 5 00 S S C 604.07 Cub lull - Remove & Replace Additional One (I') Foot Depth LF 15 00 S 604.08 Curb Inlet - Reconstruct title[ Deck (Q Opening) EA 10 Slaa , ve S yaQ 0 604.09 Cub late[ - Reconstma tide( Deck Additional One (I) Foot Opening LF 10 �00 S >00 - 604.10 Curb Inlet - Reconstruct Inlet Deck - Material Only EA 5 7yf7 48 S 3894 604.11 Catch Basin - Remove&Replace EA 2 0S'0 00 $ aA - 604.12 Catch Basin. Remove and Replace Additional One (I') Foot Depth LF 5 /• 00 S - - 604.13 Catch Basin - Reconstruct hrtct Deck E4 3 7 S/� 00 J/dO S 103s 604.14 Catch Basin - ReconstructInlet Deck Additional One (1Four Opening ') LF 5 00 S boa 604.15 Catch Basin -Material Only EA 2 6 0 O0 S / y 604.16 Modified Type 13 Curb Inlet - Remove & Replace EA I a.1oo 00 S ado 0 604.17 Modified Type 13 Curb Inlet - Remove & Replace Additional One (I) Foot Depth LF 5 O0 S r u 604.13 &fortified Type I3 Curb Inlet - Reconstruct bile( Deck EA 3 / �0, 00 S U/0 . 604.19 Modified Type 13 Cab Inlet . Reconstruct Inlet Deck Additional One (1) Foot Opening LF 6 TO 00 S /O O 604.20 Modified Type 13 Curb Inlet - Material Only EA 2 yO0 00 $ MOB 604.21 Concrete Sidewalk Culvert - Remove&Replace EA 1 lTOS 00 S �yis - 604.22 Metal Sidewalk Culven - Salvaged Material PA 16 yaa • 00 5 604.23 Metal Sidtssalk Cul¢n • Material Only EA 5 80. p0 S �y00 60424 Metal Sidewalk Culven- Additional 5/8" Plate SF 25 /4/S/ 09 S 3600 0 608.01 Remove Concrete SF 2.100 60 S 3s 608.02 Remove and Haul Fillet EA 5 a0 FC S 1 S - I E U O CO lL FORT COLLINS ONLY E 2 0 6" <a CO LL N , 0000 0 c 0 2D 0 O O I 00 � 0 00 I O cries 0000 m 0 0 0 0 00n0 I a )01,)o 000 �) Ola)O 1 0000 n CO 1 N LL o U a N 14, J N O O O C O 0y7 0 6"cr a OO -E;O A O ( A) O II , N1Y piufiiry � d 00 0 I, O IwuuR6N?.! 0 0- 0 0 , �I 0 0 0 0 O 0 n 0 Do � O II II Q Varies Q O ( =1 O T 00 CT0 N 0000 jOd N _p a m U Oo� LL a a p U U _ o m 3 m OpLL N a d Eli n V U m o L _ N + V O d a N + N + CV O N C p a E+ in Tin + a c u H A d N N N N N d N p, L E K N E 2 to 2�i v u9 c0 1� c0 Z F <v N L d- N -e f E (Q � N N '.1 O S H d C N U J d E U t? O L O E EE c m d '� c ;= °' Lil n cYi c c o a o= a a� a, m mEL oc3 U ZIP N E C d c a, U a� Q o Q J 00 a� X o N 77 C UD E N O U c c I' V cull MCI j lapn� uue qm� TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04Z 1/07 1607 4' Min. Flat Rest Area 4, Min. 1.12 MAX 1:1�x Show street surface 1 SECTION A -A Minimum area of nose island 50 ft' Truncated Dome Warning Detection (tvp-) A Min.4' A o a a 0 6' — Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1608 4'-0" (Min. Width) 91 (min.) ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. TOOL JOINT FOR WALKS NOTES: 1 . Joint shall be cut 1/4 thickness of initial concrete; tool joint for walks. SIDEWALK WIDENING DETAILS LARI' I COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2501 0 z i�o 0 Z 6oNo W 22 WE t t tR 00 Na' _ i ii of Wig o s�o4o -_ o� W a t � _ _ ✓ a }} r + Oi n i T _ Z c inn v s Qomm u r W a T T $ ¢rc 3 r 2 aono^ m Q $ o o ago O I � p h� �`• L =x> w C c 19 ✓r 1 J ¢ �� + U N 1` F 11Z r �Il rvl+ ry14 .A-./ �.v� Z _ 05 �N �{Iol1Jo r �o E _ x --Plz 0 No Text No Text 0 r z z lz H E wx ✓a �e �3 ��o � � m } \ k * � � O u i y ao"ice d I I .o O F- } Z T } E 2 do oa oo Go �o £ L t £ o�Vp o�x o you S = 6- H H H H p N N N - - r a 1 0 u n 1 1 1 z z ozo ' 0~ z w O� y zo JZ a a a J z V Q g • � F m a O of W Z wom O m - 899 ' mm� Z W ~� _Z II I ' W Nz K q O W _ N ~ mW �� z oN �O9W 3� Q¢Vg0 j - p z� Oz 7z T <z T Z EF KZ r > z �o:0 wz 3oou v oo p o E fi SECTION 03500 PROJECT MAPS In alphabetical order: Busch E Elizabeth Fossil Creek Fossil Lake Hickory Hill Jackson John F Kennedy Lake Sherwood Remington S Lemay South Glen Southridge Greens Spring Creek Village Sunstone Village Ziegler 1 Ziegler 2 I [] L L L Ci I I t I I [1 I I I 608.03 Apron 8'-Remove&Replace Sr 8,000 00 $ coo O 609.04 Crosspan 8"-Remove&Replace SF 9.000 00 71 S 43 o 60805 Driveover Cub, Gutter and 6" Sidewalk - Rennove & Replace LF 8,000 3 I- S /, 608.06 Oriveover Curb. Gutter, No Sidewalk - Remove & Replace LF 600 K. $ 608 07 Vertical Curb, Gutter, and 6' Sidewalk - Remove & Replace LP 1,800 608.08 Vertical Cub. Gutter, No Sidewalk- Remove& Replace LF 4.100 6 40 S An 608,09 Vertical Outfall Curb. Gutter - Remove&Replace LF 325 00 $ 4i 608.10 Racier Curb 12" - Remove & Replace LF 50 /J/- 00 S / -0 -91 608.11 Hollywood Curb, Gutter, 6"Sidewalk- Remove &Replace LF 1.000 3i 00 0o - 608.12 Hollywood Curb, Grauer, No Sidewalk - Remove&Replace LF 250 /!r. 00 S 608.13 Highbaak Cub, Gutter, No Sidewalk - Remove & Replace - Lp Z200 3 y/ 00 S 7 K OOV 609.14 Pedestrian Access Ramp - Remove&Replace SF 7,500 s/r S S- l tr 608.15 Pedestrian Access Ramp Highback Curb- Remove& Replace SF 1,500 00 S 3 S00 GOS.IG Truncated Dan¢ Panel SF 600 S, SO S S o 60&17 Flatwark4"- Remove &Replace SF 400 no S 608.18 Flalwork6'-Rcinove& Replace SF 15,000 r 0 i' S O 608.19 Replace Fla:work . 1' Additional Depth SF 3 700 70 S aSa 608.20 Colored Concrete San Diego Ruff -Up Charge SF 1,000 90 S oO 608.21 4' Valley Pan 6" - Remove & Replace SF 400 6 a S0 S a 6W - 608.22 Concrete Pavement 8' - Remove & Replace SF 600 8' `/0 S .5 O elj 603.23 Alley Approach 8'- Remove &Replace SF 1.000 �O S y/r 0 608.24 Expansion&Caulking LF 1,000 (�/ 0C S - 608.25 Splashli 4"- Remove &Replace SF 3,500 y �JS ' V S 608.26 Exposed Aggregate - Up Charge SF Soo S -00 608.27 Reset Flagstone SF I'm d r 00 S 00 608.28 Haiti & Dispose Concrete wilh WirORebar ION 250 00 r $ 'Y 623.01 Irrigation Sleeving- Three (3-)inch PVC LF 100 j--'0 S Q - 630.01 Traffic Control Arterial Streets LS 1 7-s.� 0016, S 630.02 Traffic Control Collector Streets LS I 630.03 TrefFc Control Rcside nial Streets LS I 6! S So C 630.04 Additional Variable Message Boards - PER EACH / PER DAY 250 S-S- S /t - 630.05 Additional Flagging HR Soo 6.s0 $ Fr S.fO TOTAL. COST $,r v1/ i-q!;`. - IN A001110Y 101 HI (111) S(IIII R. I.1:1R\IIlC 11 ON I'Rm i-Us CS,:15 \ IK(-i \I'Aal Iif f1111%ORK IIR 51 R1:1::(LUtl UrA AS%li ICS I ION- IHt'i' 19.W F\IALIS'.IV HK USLU t't11t 151"IS UI E1%)NlI\I f()h IRAIIll(r\1'ROt RI lkN S I RFI'I'S ARi ADDED OR UFi,l�It DII U\I SIk 11(1\n Ol,n'\\1'f11' I S I MA Hi I OR \U9.f\'IY( l„( 0.\UI I IO\S IT.Al f IC (11\'I KUI I I Rf t-.0 1'.1r 11.\ SI1,\I 1. .1@ \t (d t I I CI(I�;U 1'RIUIi if) ('(1\I UI.\t P III'\ I DI -1 i IF WORK ARTERIAL STREETS- IS % COLLECTOR STREETS = / % RESIDENTIAL STREETS % Please note that the Bid Schedule has also been uploaded as a separate Microsoft Excel File. L' Fort Collins E ELIZABETH AREA ���- �� SUeeLs I 1 I 1 _J 1 1 u Fort Collins FOSSIL CREEK AREA E i ^ 17, I I L A 1J [d 1 e I I F I 11 1 I 1-1 1 0 E 1 Fort Collins JACKSON AREA Fort Collins HICKORY HILL AREA N= E c'ri JOHN F KENNEDY AREA Fort Collins �, F /``Fort of LAKE 5H.ERWOOD AREA �,�,�,-F ` 5treals - Fort Collins REMINGTON AREA No Text H 1 11 1 n I E 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 item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: ./N�'��,, Address 6330 S, Ca //& cc A 61 fr ~� '��� root C l! W. dUso�C C_ORPOQ.aTF s t SEAL Telephone 9ro YSY-- 3g20 / n Email 05i?40RAQ�.���� No Text I I I 1 I 1 1 FortCollins SPRING CREEK VILLAGE AREA �= E �"L- sus - Fort Collins SUNSTONE VILLAGE AREA /� s� Fort Collins ZIEGLER I AREA /�! „�1=E I I F 1 I Fort Collins ZIEGLER 2 AREA -1. E SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF ENVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 3 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 New Construction Activities for For More Information Name ' Municipalities Address City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New i construction includes, but is not limited to buildings, structures, Possible Pollutants j capital improvements, roadways, and recreational components Sediment such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. Maintenance ■ The Colorado Stormwater Construction General Parks and Open Space permit applies to construction sites disturbing one Maintenance acre or more, or less than one acre but part of a larger Spill Prevention and Response common plan of development. Street, Curb, and Gutter Replacement and A larger common plan of development is defined as Construction a contiguous area where multiple separate and Utilities and Storm Sewer distinct construction activities may be taking place at System Replacement and different times on different schedules under one Construction plan. Vehicle Fueling ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2 I '0 installed and maintained in accordance with approved design criteria and/or industry standards. i ' . Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Where feasible, grading activities should be scheduled during dry weather. Best management practices will be periodically inspected and maintained as necessary. ' Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. ' . Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial SOP: New Construction SOP, August 2007. Mesa Counhj, Municipal Operations and Maintenance Program, July 2005. I 1 Page 2 of 2 1 Street, Curb, and Gutter For More Informations. t. Name Replacement and Address Construction City, State ,Phone l Description -e-mail ( Procedures involving the replacement and Possible Pollutants i construction of streets, curbs, and gutters have the '. Fine-grained sediment i potential to impact stormwater quality. Materials t Organics involved in these activities should be used efficiently and disposed of properly. Oil Saw -cut slurry When services are contracted, this written procedure Trash should be provided to the contractor so they have the Good Housekeeping proper operational procedures. In addition, the Dumpster/Waste Management contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper cleanup and disposal procedures Procedures Dry cleaning methods General Related Procedures Obtain all applicable federal, state, and local Spill Prevention and Response permits for construction projects. Street Sweeping The Colorado Stormwater Construction Street Sweeper Cleaning and General permit applies to construction sites Waste disturbing one acre or more, or less than one Street, Curb and Gutter acre but part of a larger common plan of Maintenance development. ■ A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction Do not transfer or load any materials directly over waterways. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. I I I 11 I I I 1 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. Use care to prevent splashing or spilling of any liquid material. Follow the mill Prevention and Response procedure should a spill occur. Employee Training Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial, Department of public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of public Works: Asphalt Program, No Date. PACE, Stornavater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. 0 LJ I I I L% n i Fine-grained sediment Organics Oil i Saw -cut slurry Trash Good Housekeeping Dumpster/Waste: Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and Waste Street, Curb, and Gutter Maintenance Description Street, curb, and gutter activities include concrete and asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and striping. Procedures involving the maintenance of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General • Protect storm drain inlets and drains with curb socks, rock berms, inlet protection, or drain covers/mats prior to any maintenance activity. • When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. Bridge Maintenance • Do not transfer or load any materials directly over waterways. Secure lids and caps on all containers when on bridges. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance • Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. • Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. • Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping • If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. • The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training • Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References ' City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources ' Concrete truck washout BMP specifications. Gravel road maintenance procedures. - — Spill Prevention and For More Information Name Response Address City, state i Description Phone Due to the type of work and the materials involved, many e-mail I activities that occur either at a municipal facility or as part Possible Pollutants of municipal operations have the potential for accidental spills. Some municipal facilities operate tinder Spill Chemicals Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil response planning and preparation enables employees and Paint 1 contractors to effectively respond to problems and Fuel minimize the discharge of pollutants to the storm sewer Good Housekeeping system. Waste Management When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures codes, laws, and regulations. Fertilizer, Pesticide, and Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention Maintenance Keep work areas neat and well organized. Material Storage • Maintain a Material Safety Data Sheet (MSDS) for Materials Management each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. Inspect storage containers regularly for signs of leaking or deterioration. • Replace or repair leaking storage containers. • Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 • Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. • Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). ' . Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. ' . Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. • Inspect each spill kit or locker regularly and after each spill response. Replace any ' spent supplies or repair any equipment that is worn or not suitable for service. Stock adequate personal protective equipment. ' Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures ' . Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. • Determine the source of the spill and stop the spill at its source by closing a valve, ' plugging a leak, or setting a container upright. Transfer material from a damaged container. • Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. ' . Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. Clean up spills immediately to prevent spreading of wastes by wind, rain, and ' vehicle traffic and potential safety hazards. Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and ' properly dispose of all clean-up materials. Use dry clean-up methods only. Complete all necessary reports. Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at http:/ /www.cdphe.state.co.us/op/wgcc/Resources/Guidance/`spillguidance.Rdf and http://www.cdl2he.state.co.us/hm/`sl2illsandreleases.htm Employee Training • Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. Records The following records could be used to document activities performed: • Records of any major spills and the action taken. • Records of employee training with sign -in sheet. References Cihj of Centennial, Department of Public Works: Good Housekeeping, No Date. Cihj of Centennial, Department of Pnblic Works: Materials Management, No Date. Cihj of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stornnanter Qualihj Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, ' cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. For More,Information — f Utility and Storm Sewer ,Name I System Maintenance Address City, State I Phone j� Description This procedure addresses utility and storm sewer system e-mail ; maintenance. Utilities include power, sanitary sewer, Possible Pollutants water conveyance systems, and the storm sewer system. Sediment Power includes electrical and gas utilities. Maintenance Nutrients of power may require excavation and reinstallation of Metals lines including open cut trenching or directional boring Hydrocarbons in landscaped areas or street right of way. Electrical and Trash gas line maintenance ensures services are provided to Good Housekeeping businesses and households without interruption. Waste Management The sanitary sewers stem is cleaned as art of routine Y Y P Employee/Contractor Training maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and Proper Cleanup and Disposal overflows may occur and can result in potential property Procedures damage and significant health concerns if not properly Related Procedures managed. Heavy Equipment and Vehicle Maintenance Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water Parks and Open Space Maintenance systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Spill Prevention and Response Failures result in water main breaks that can cause Street, Curb, and Gutter property damage including erosion. Replacement and Construction The storm sewer system is cleaned as part of routine Utilities and Storm Sewer maintenance and on an emergency basis in the event of System Replacement and flooding. Maintenance will remove pollutants and Construction ensure the system functions properly to avoid flooding. Vehicle Fueling Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Pagel of 4 ' Procedures General ' Conduct routine inspection and maintenance on utility and storm sewer systems. Where feasible, schedule maintenance activities during dry weather. ' Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. Wash and fuel the jet/vacuum truck per the Heavy Equipment/ Vehicle Maintenance procedure. ' Properly dispose of vac truck contents. Stay alert for any signs of illicit discharges. This includes "dry weather" flows or ' pipes or hoses emptying directly into waterways or the storm sewer system. • Report any suspicious discharges or dumping to your supervisor. ' Electrical and Gas Utility Maintenance • To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter ' control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. 0 Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. • Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks • Contain spoils by building berms or installing rock socks around the area of disturbance. Dewater the excavation by using a vac truck. • Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. • Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sever Backup • Clear line stoppage to prevent backup into house basements and manhole overflows. Page 2 of 4 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Vogel concrete, Inc. as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. 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, 7361 Concrete Maintenance Project Phase I. 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 said 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. Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. Replace or maintain "no dumping` stencils or plaques as necessary. Remove trash from trash racks and grated openings. Detention and Retention Ponds Inspect the outlet works and remove trash or vegetation from the trash racks and grates. Inspect side slopes of the pond for erosion and reestablish vegetation as needed. Remove and service fountains and aerator motors as recommended. Report any suspected water quality problems such as a change in growth or appearance of vegetation. Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 + �a s�- a�se4..-.x¢:w•a,+c.-.ts•:astse�...:�+r��a-ux�-e..w�;.wa. �.-d,.r�xsv.�, a�zws a.w-�sgs:� �, ;•�.aa a z.-,...,;-.�_, r .. i ' Employee Training • Train applicable employees who perform utility and storm sewer system activities on ' this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who ' perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. ' City of Centennial SOP: Drainagezvay Maintenance SOP, August 2007. City of Golden Stornauater Drainage Maintenance Plan, February 2008. ' City of Greeley, Department of Public Works: Storrs Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sezver Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. ' Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. ' Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 r For More Information Name Address' City, State Phone e-mail Possible Pollutants Sediment Chemicals Organics Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle: Maintenance Parks and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Utility and Storm Sewer System Replacement and Construction Description This procedure covers utility and storm sewer system replacement and construction. Utilities include power, storm sewer, sanitary sewer, water conveyance systems When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General Obtain all applicable federal, state, and local permits for construction projects. • The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development. ■ A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 _n7 • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking ' control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Where feasible, grading activities will be scheduled during dry weather. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. ' • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. 1 • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete ' washout area only. Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 Employee Training Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stornnoater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Prograni, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 I City of Fort Collins Regulatory and Government Affairs Division City of ort Collins Z— V— Verification • OriginatorRevised; Approved Issued Initials Date LR Oct.09 ss 10/19/09 " Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater Persons who will City staff who perform power washing, and their supervisor/manager. use this ESOP: A variety of City departments perform power washing." The employee Area of who power washes, and his/her supervisor/manager, will use the application: information in this SOP to guide their power washing, and supply purchasing, activities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date Description No. 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records Revision date: 10/19/2009 Page 1 of 3 City of Fort Collins Regulatory and Government Affairs Division City of Fort CoUins Verification Originator Revised Approved Issued Initials " Date LR Oct. 09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0. Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape --power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City's wastewater treatment system. K If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, Revision date: Page 2 of 3 10/19/2009 I I 11 City of Fort Collins Regulatory and Government Affairs Division Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10119/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 1 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater ' system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that ' district's industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements ' 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents , 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City ' power washingguidance.pdf 6.0 Records ' 6.1 The following records could be used to document activities performed: • Records of employee training with sign -in sheet. • List of power washing activities and departments responsible for conducting power washing. Revision date: ' 10/19/2009 Page 3 of 3 Information Vehicle Fueling ForWore Name Description Address Spills of gasoline and diesel fuel on the ground or on vehicles City, State during fueling can wash into a storm drain and cause water ' Phone pollution. e-mail When services are contracted, this written procedure should be Possible Pollutants provided to the contractor so they have the proper operational Metals procedures. In addition, the contract should specify that the Hydrocarbons contractor is responsible for abiding by all applicable municipal, Toxins state and federal codes, laws, and regulations. Good Housekeeping Procedures Drip pans General Secondary containment . Fuel vehicles at approved locations (municipal fueling Automatic shutoff nozzles station or offsite fueling station). Signs ■ Provide spill kits near the municipal fueling location. Spill response plans Spill cleanup materials ■ If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment Dry cleanup methods (e.g., concrete barrier or double -walled tanks). Employee training • All fuel tanks will be inspected per State and Federal Related Procedures regulations. Heavy Equipment/Vehicle Maintenance ■ Periodically inspect municipal fueling locations for the Outdoor Fleet Maintenance following: Spill Prevention and Response For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. ■ Check for spills and fuel tank overfills due to operator error. • Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. • Report leaking vehicles to fleet maintenance. Pagel of 3 Vehicle Fueling Follow all posted warnings. ' . Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. Remain by the fill nozzle while fueling to ensure the nozzle stays in place. t. Do not top off the tank of the vehicle once the nozzle has shut off the fuel. Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. Clean fuel dispensing areas with absorbent material. ' . Never use water to clean up a spill. Mobile Fuel Truck • Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. • Use secondary containment when transferring fuel from the tank truck to the fuel tank. ' All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. • Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. ' References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June -18, 2009. Page 2 of 3 I I P I I I I 1 I 1 11 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of April 9 , 20 12 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: Vogel Concrete, Inc. Address: 6330 S. College Ave. Fort Collins, OD 80525 By:l� --7.-L,,P Title: ��������►riii ATTEST: , 1, (;1., ►Np�'�, By: L! P titi SEAL_ SURETY Contractors Bonding and Insurance Company P.O. Box 9271 Seattle, WA 98109-0271 By: Title: Attorn�-in-fact G1piS:G Ai 7979 ��a - �' "�il�`rGj0 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 3 of 3 -For More lnformation Outdoor Fleet Maintenance i Name - j Description Address' - Although it is recommended that fleet maintenance City, -State I activities be conducted indoors or under cover, it is I Phone sometimes necessary to perform fleet maintenance e-mail outdoors (e.g., equipment is too large to fit inside the Possib_ le Pollutants maintenance building, temporary repairs need to be made ' before the equipment can be moved to the maintenance -Metals building, breakdowns, service calls). Toxins , Solvents (degreasers; paint Some potential pollutants typically associated with outdoor thinners, etc:) fleet maintenance activities include oil, antifreeze, brake i Antifreeze i fluid and cleaner, solvents, batteries, and fuels. Consult the Spill Prevention and Response procedure and the Vehicle Brake fluid and brakepaddust Fueling procedure for additional information on those Battery acid topics. Motor oil - When services are contracted, this written procedure Fuel (gasoline, diesel, kerosene) should be provided to the contractor so they have the Lubricating grease proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding Drip pans by all applicable municipal, state, and federal codes, laws, and regulations. Tarps Covered outdoor storage areas Procedures Secondary containment Fleet Maintenance Proper disposal of used fluids Fleet maintenance should be performed inside Spill cleanup materials whenever possible. Dry cleanup methods • If indoor maintenance is not possible, ensure Employee training maintenance is performed in a location where Related Procedures contact with stormwater is minimized, through Heavy Equipment and Vehicle berming and appropriate routing of drainage. Maintenance Provide inlet protection (berms, weighted inlet Material Storage covers, etc.) for all adjacent inlets when work is Spill Prevention and Response occurring in close proximity to a storm drain Vehicle Fueling inlet. Have absorbent pads and drip pans accessible to capture leaks and spills during maintenance activities. Keep equipment clean and do not allow excessive build-up of oil and grease. Page 1 of 4 Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs. Recycle and/or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Clean up spills promptly using dry methods (do not hose down). Consult the Spill Prevention and Response procedure for more information. Cleanup is completed only after absorbent and rags are disposed of properly. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding. Dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight, then swept and vacuumed. Liquid from wet sanding should not be allowed to enter the storm drain. Never discharge these wastes to the storm or sanitary sewer systems. Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. Clean spray guns in a self-contained cleaner. Do not dispose of cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. All hazardous wastes must be labeled and stored according to hazardous waste regulations. • Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers. • Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. • Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 I >.., -K •'• ii ".s. i4�Yfi.SVSfNYS-a�.tl:Y3 rw��rrsws..�vrww+�+`c�.�+r>aaerzuxrv. Do not wash or hose down the storage area except in areas where the wash water will only enter the sanitary sewer drain as an approved discharge. Use dry clean-up methods as often as possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. a . Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other a containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing is used, only discharge wastewater to an oil/water separator connected to the sanitary sewer. When using solvents, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the storm or sanitary sewer systems. Vehicle and Equipment Washing Vehicles should be washed, whenever possible, in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training Train applicable employees on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform outdoor vehicle maintenance. tRecords The following records could be used to document activities performed: ' . Record of any major spills and the action taken. Records of employee training with sign -in sheet. ' . Heavy equipment and vehicle maintenance logs. I u Page 3 of 4 1 I References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormzoater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to fleet maintenance. Chemical purchasing policies. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 1 - For More Informatio ( n Heavy Equipment and Vehicle Name,' ame Maintenance Address -. city, State Description Phone- Regular maintenance of municipal vehicles and equipment, or e-mail.. municipality -contracted vehicles and equipment prolongs the life of the municipality's assets and prevents the leaking of hazardous ;.Possible Pollutants fluids commonly associated with normal wear and tear of vehicles Metals j and equipment. Toxins Potential pollutants generated at vehicle maintenance facilities 1 Solvents (degreasers, paint thinners, etc.) i include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. Antifreeze - Brake fluid and brake pad dust When services are contracted, this written procedure should be ' Battery acid provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the Motor oil contractor is responsible for abiding by all applicable municipal, Fuel (gasoline, diesel, kerosene) state, and federal codes, laws, and regulations. Lubricating grease Good 'Housekeeping Procedures Maintenance activities should be performed inside a maintenance Drip pans building unless the equipment is too large to fit inside or Tarps temporary repairs need to be made before the equipment can be Covered outdoor storage areas moved to the maintenance building. Consult the Outdoor Fleet ' Secondary containment Maintenance procedure when it is necessary to perform repairs Proper disposal of used fluids outside of the facility (breakdowns, service calls, etc.). Spill cleanup materials Vehicle Storage Dry cleanup methods . Monitor vehicles and equipment closely for leaks and Employee training use drip pans as needed until repairs can be ' Related Procedures performed. Material Storage 0 When drip pans are used, check frequently to avoid Outdoor Fleet Maintenance overtopping and properly dispose of fluids. ' Spill Prevention and Response . Drain fluids from leaking or wrecked vehicles and Street Sweeper Cleaning and from motor parts as soon as possible. Dispose of fluids Waste properly. Vehicle Fueling Vehicle Washing Page 1 of,4 Vehicle Maintenance Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. Recycle or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. Do not use water to control over -spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. Do not dispose of spray gun cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. All hazardous wastes must be labeled and stored according to hazardous waste regulations. Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). Store new batteries securely to avoid breakage and acid spills. Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. ' Keep lids on waste barrels and'containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning ' • Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. ' • Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. ' • When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. • When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning ' waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/bay or taken to a commercial car wash. I LJ I C� Employee Training Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs Paqe 3 of 4 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009 City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 I CoBonding and Insurance Company Ck®c 1213 11 Valley Street P.O. Box 9271 •. ao romaa , Seattle, WA 98109.0271 Know All Men by These Presents: POWER OF ATTORNEY Contractors Bonding and Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That Contractors Bonding and Insurance Company, a Washington corporation, does hereby make, constinite and appoint: W.R. Withrow, Tyler Withrow. Megan A. Brown. Bud Withrow, jointly or severally in the City of Denver , State of Colorado its true and lawfifl Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million and 00/100- Dollars ( $10,000,000.00 1 for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The Contractors Bonding and Insurance Company fiuther certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of Contractors Bonding and Insurance Company, and now in force to -wit: "All bonds, policies, Undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the corporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President; any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate seal may be printed by facsimile or other electronic image." IN WITNESS WHEREOF, the Contractors Bonding and Insurance Company has caused these presents to be executed by its -Vice President with its corporate seal affixed this 13th day of March 2012 I, liatto ap f'•.� //jn ri • - ''tclr ; I Psy4uSractors Bonding and Insurance Company or.., S�sTt �e r. 1979 4 ; fiaip C Die vice President State of Washington �'- ^.-'g _ SS yi G'w�SNINGZG� County of King CERTIFICATE On this 13th day of March 2012 ;' ` I, the undersigned officer of Contractors Bonding and Insurance before me, a Notary Public, personally appeared Roy C. Die who Company, a stock corporation of the Stale of Washington, do hereby being by me duly sworn, acknowledged that he signed the above Power of certify that the attached Power of Attorney is in full force and effect Attorney as the aforesaid officer of the Contractors Bonding and and is irrevocable; and, furthennore, that the Resolution of the Insurance Company and acknowledged said instrument to be the voluntary Company as set forth in the Power of Attorney, is now in force. In act and deed of said corporation. testimony whereof, I have hereunto set. my hand and the, $cal of. the Contractors Bondingand Insurance Company this y of April ,d . Contractors Bonding and Insurance Company Joseph B. Kuller Notary Public Roy C. Dic Vice President 0575578032912 A0059511 Notary Public stale of wo'hington JOSEPH B. MULLER MY COMMISSION EXPIRES March 29. 2012 I I J I I [I I 1 1 i 1 t I I 1 I I I 11 I 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: (nn rc.te T e . 2. Permanent maim office address:C�Sr�ts- 3. When organized: M9 4. If a corporation, where incorporated: _fit o-� 5. How many years have you been engaged in the contracting business under your present firm or trade name??I/ j ears 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. 8. 1 9 f 10. 1 General character of Work performed by your company: e.cr,.TL �g_rti er_�'.er. Have you ever failed to complete any Work awarded to you? /1/0 If so, where and why? Have you ever defaulted on a contract? If so, where and why? Are you debarred by any government agency? 1-te If yes list agency name. EXHIBIT 1 - SPECIFICATIONS REVISIONS Section 107, subsection 107.16, first paragraph add; "The Contractor's personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the construction site(s)." Section 604, subsection 604.06, page 22, delete; "The typical structure length, measured parallel with the sidewalk, shall be five and one half feet (5') feet with eighteen (15") inches from the edge of the plate to the expansion material on each side. 'Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five and one half (5) feet structure dimension." Section 604, subsection 604.06, page 22, add; "The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15") inches from the edge of the plate to the expansion material on each side. 'Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five (5) feet structure dimension." Section 608, subsection MATERIALS, page 25, delete; "See Sections 2.05, 'Rigid Pavement Design', 4.2.4. 'Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets." t Section 608, subsection MATERIALS, PAGE 25, add; "See Section 10.5.2 'Rigid Pavement Design' and Section 22.5.6 'Portland Cement Concrete Pavement', of the 'Larimer County Urban Area Street Standards'." 1 0 Section 608, subsection CONSTRUCTION REQUIREMENTS, page 25, add; "All newly installed concrete shall be stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor's name and year of installation. The concrete shall be stamped at the appropriate curing time so the Contractor's name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the Engineer." Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 2 of 5 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. /� l.G.nc/ .7L.r3. 6e&-6'O^ /ro. GL / r✓. cni. G/xr1v.1'C"r"- ✓ei..:, 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: Z'4r_r.� Thr 4f)4 4eP_rS 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 37 . 00 16. Bank Reference: & Alt "'t n 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? Y s 18. Are you licensed as a General Contractor? doh If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? y.s If yes, what percent of total contract? And to whom? T 11 I ' 1 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL ' 21. What are the limits of your public liability? DETAIL GC70 CCU.`° cAciro � 1 4* Whatcompany? 22. What are your company's bonding limitations? 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. Dated at /l'// this day of /�n,, / 201a. Name of Bidd i By: Title: nn State of—Co%��d�o County of 1-�; r,ei being duly sworn deposes and says that he ' is fres"cr?.7& ofViln.- i�xk%c ct-e- —7 c.. and that C/ (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. 1 Subscribed and sworn to before me this � day of4a,,' / , 20 fQ. '- (Seal) Nota ublic (,'.*ELIZABETH A. My commission expires: 720/Z ° i WARBINGTON c ' SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM SUBCONTRACTOR QUC-/l tY / raif1 C Ln.,.Y-rn SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: May 7, 2012 TO: Vogel Concrete Inc. PROJECT: 7361 Concrete Maintenance Project Phase I ' OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated April 9, 2012 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7361 Concrete Maintenance Project Phase I. The Price of your Agreement is One Million Five Hundred Forty -Seven Thousand Five Hundred Ninety -Seven Dollars and Eight Cents ($1,547,597.08). ' 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 May 21, 2012. ' 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 Documents attached. City of Fort Collins OWNER B �L Y• James B. O'Neill, ll, CPPO, FNIGP ' Director of Purchasing & Risk Management 1 I H i 1 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 7ch day of May in the year of 2012 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Vogel Concrete 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 specified 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 7361 Concrete Maintenance Project Phase I and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Streets Department, who is hereinafter called ENGINEER and who 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. ARTICLE 3. CONTRACT TIMES ' 3.1 The Work shall be Substantially Complete within one hundred forty (140) 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 forty-five (45) calendar days after the date when the Contract Times commence to run. 1 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. L I �I I 11 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the one hundred forty (140) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the forty-five (45) 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: One Million Five Hundred Forty -Seven Thousand Five Hundred Ninety -Seven Dollars and Eight Cents ($1,547,597.08), 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 L 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. 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: N/A ' 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. I 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. ARTICLE 8. 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. 1 Section 608, Subsection, METHOD OF MEASUREMENT, page 27, add; "The area of an Apron shall be calculated as follows (see diagram below): AI ((A`C) - (rr (A-B) (C-D)/4)). D ---- Do. �s a 1 7 d S a C SSS48its tsoIs* 4Stttt%-% C Section 630, subsection 630.16, page 38, delete; " Payment Schedule Payable Amount First Monthly Progress Payment 25% Concrete work completed equals 25% of the original contract price 50% Concrete Work completed equals fifty (50%) percent of the original contract price 75% Concrete Work completed equals seventy (75%) percent of the original contract price 100% Change orders related to traffic control for additions to or deletions from the Work shall be paid or deducted in the monthly progress payment in which the change order occurs." Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 3 of 5 11 I 1 1 1 1 1 1 1 1 1 i 11 1 1 1 1 OWNER: CITY OF FORT COLLINS By: UV__ D IN ATTEBER , MANAGER JAMES B. O'NEILL II, CPPO, FNIG DIRECTOR OF PURCHASING AD RISK MANAGEMENT Title Date: �o Attest: Ali Cyty Ct� f ItI Address for giving notic P. O. Box 580 Fort Collins, CO 80522 Approved,as to Form/ AssistarCity Attorney CONTRACTOR: By: PRINTED Title: Date: Attest Addr ' s forgiving notices: S. License No.: SECTION 00530 ' NOTICE TO PROCEED Description of Work: 7361 Concrete Maintenance Project Phase I ' To: Vogel Concrete 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 By. Title: ' ACKNOWLEDGMENT OF NOTICE ' Receipt of the above Notice to Proceed is hereby acknowledged this 20_ ' CONTRACTOR: Vogel Concrete Inc ' Title: day of 1 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 SECTION 00610 PERFORMANCE BOND Bond No. CSB0010353 KNOW ALL MEN BY THESE PRESENTS: that Vogel Concrete Inc 6330 S College Ave, Fort Collins, CO 80526 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Contractors Bonding and Insurance Company (Address) P O Box 9271, Seattle, WA 98109-0271 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 One Million Five Hundred Forty -Seven Thousand Five Hundred Ninety -Seven Dollars and Eight Cents ($1 547,597.08) 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 7th day of May, 2012, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7361 Concrete Maintenance Project Phase I. ' 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. 1 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 15th day of May 20 12 IN P S N E F. Principal Vogel Concrete Inc. (Title (Title) ' p0.PUKAr (Capoeat� Sg�l� F AL; IN PR I8 'Mill) O IN PYTSENCE O I ' (Surety Seal) 6330 S. College Ave., Fort Collins, CO 80526 (Address) Other Partners M M Surety Contractors Bonding and Insurance Company By: P O Box 9271, Seattle, WA 98109��'7J-nDV;p (Address) _ �o ',..• J oonr'o,' ; ' NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 1 1 1 1 1 1 SECTION 00615 PAYMENT BOND Bond No. CSB0010353 KNOW ALL MEN BY THESE PRESENTS: that Vogel Concrete Inc 6330 S College Ave, Fort Collins, CO 80526 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Contractors Bonding and Insurance Company (Address) P 0 Box 9271, Seattle, WA 98109-0271 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 One Million Five Hundred Forty -Seven Thousand Five Hundred Ninety -Seven Dollars and Eight Cents ($1 547 597.08)of 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 7th day of May, 2012, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7361 Concrete Maintenance Project Phase I. ' 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. C 1 [1 1 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. 1 1 1 1 1 1 1 1 IN WITNESS WHEREOF, this instrument is executed.in three (3) counterparts, each one of which shall be deemed an original, this 15th day of May 20 12 IN PRESENCE OF 1 (Surety Seal) 1 1 Principal Vogel Concrete Inc. (Title) 6330 S. College Ave., Fort Collins, 00 80526 (Address) Other Partners 0 Surety /C�o�nttrra�c�to)rs Bonding and Insurance Company By: //%lam- P 0 Box 9271 Seattle, WA 98109-P71"...! (Address) = `pP V„ m'T " 1 NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 1 1 1 1 1 1 mc Contractors Bonding and Insurance Company 1213 Valley Street ' ..... c...,.., P.O. Box 9271 Seattle, WA 98109-0271 Know All Men by These Presents: POWER OF ATTORNEY Contractors Bonding and Insurance Company ' That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. 'That Contractors Bonding and Insurance Company, a Washington corporation, does hereby make, constitute and appoint: W.R. Withrow. Tyler Withrow, Megan A. Brown, Bud Withrow, jointly or severally ' in the City of Denver , State of Colorado its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. ' Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million and 00/100 Dollars ( $10,000,000.00 I for any single obligation. ' The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. 'The Contractors Bonding and Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of Contractors Bonding and Insurance Company, and now in force to -wit: 1 "All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the corporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate seal may be printed by facsimile or other electronic image." 'IN WITNESS WHEREOF, the Contractors Bonding and Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 13th day of March 2012 I o1,5,ufm'n ,�'� 111 y` f �6ntractors Bonding and Insurance Company NV ' : ? State of Washington t,•., 1979 ?=Roy @. Die Vice President SS � :, 2� _ County of King ...... .i Oeol CERTIFICATE 'On this 13th day of MarchI, the undersigned officer of Contractors Bonding and Insurance before me, a Notary Public, personally appeared Roy C. Die , who Company, a stock corporation of the State of Washington, do hereby being by me duly swom, acknowledged that he signed the above Power of certify that the attached Power of Attorney is in full force and effect Attorney as the aforesaid officer of the Contractors Bonding and and is irrevocable; and furthermore, that the Resolution of the 'Insurance Company and acknowledged said instrument to be the voluntary Company as set forth in the Power of Attorney, is now in force. In act and deed of said corporation. testimony whereof, I have hereunto set my hand and the seal of the Contractors Bonding l and Insurance Company this 15th , day o Y UUZ Contractors Bonding and Insurance Company Joseph B. uller Notary Public ' Note" Public state or B. MULWashington Roy C. Die Vice President JOSEPN B. M MY COMMISSION EXPIRES Mach N. 2012 0575519032912 ' A0059511 I SECTION 00630 ' CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 1 I p I 1 I i� A11,. ® CERTIFICATE OF LIABILITY INSURANCE 5/31/2012 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If thecertificateholder is an ADDITIONAL INSURED, the policy(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 endorsement(s). PRODUCER Peak 360, Inc. 1600 Emerson St. Denver CO 80218 CONTACT Gary Fried, CPCU, MSIS, RPLU, ARM, AAI NAME: � man PHONE (303)539-7325 aON (303)623-T325 E-MAIL gfriedman@peak360. com INSURE S AFFORDING COVERAGE NAIO If INSURERA Auto Owners 32700 INSURED VGL, INC., DBA: VOGEL CONCRETE 6330 S. COLLEGE AVENUE FORT COLLINS CO 80525 INSURERB Owner8 Ins. Co. 32700 INSURER C: INSURER D: INSURER E INSURER F: COVERAGES 1 1 1 1 1 CFRTIFICATF NIIMRFR-CL1232900821 RFVISION NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO 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. INSR LTR TYPE OF INSURANCEADDL Sum POLICY NUMBER POLICY EFF MM/DO POLICY EXP MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 1XI OCCUR 74037316 1/17/2012 1/17/2013 DAMA E T RENTED PREMISES Ea dccunence 8 300,000 MED EXP(My one person) $ 10,000 PERSONAL& AOV INJURY $ 1r000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,000,000 ECTX POLICY PRO LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 BODILY I INJURY (Per person) $ B ANY AUTO ALL OWNED SCHEDULED AUTOS X AUTOS 4709905202 1/17/2012 1/17/2013 BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS AUTOS - PROPERTY DAMAGE Peraccident $ Medical payments $ 10,00 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH. LIMANY AND EMPLOYERS' LIABILITY YIN PROPRIETOWPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? NIA E. L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory in NH) II yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: #7361, Concrete Maintenance Project Phase 1. The City of Fort Collins is an additional insured under the General Liability policy and on going operations in accordance with all the terms, conditions, and limitations of the policy and then only for liability caused by the negligent acts of the named insured as required by written contract or agreement. - jstephen@fcgov.com CITY OF FORT COLLINS PURCHASING PO BOX 580 FORT COLLINS, CO 80522 L, AN CL LA I I N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE Friedman/GARY,I ©1988-2010 ACORD CORPORATION. All rights reserved. ' INS025 (2ntnnfil nl Thp ar npn name and Irmo pro ronictprPri marks of arr)pn I [1 Section 630, subsection 630.16, page 38, add; " Payment Schedule *Amount Payable First Monthly Progress Payment based on the adjusted contract price 25% Concrete work completed equals twenty five (25%) percent of the adjusted contract price 50% Concrete work completed equals fifty (50%) percent of the adjusted contract price 75% Concrete work completed equals seventy five (75%) percent of the adjusted contract price100% *Percentages listed in the 'Amount Payable' column shall be used to calculate payment for items 630.01, 630.02, 630.03, less any deduction(s) for deleted work. The adjusted contract price shall equal the original contract price less items 630.01, 630.02, 630.03, 630.04, and 630.05. ' Traffic Control quantities impacted by additions to or deletions from the Work in Section 02500, 'Quantity Estimate' shall be paid by Change Order and included in the monthly progress payment(s)." Section 03500 Project. Maps, delete; "Busch Area." Section 03500 Project Maps, add; " 'The City of Fort Collins Master Street Plan' depicting the street classifications (Arterial, Collector, Residential) can be found at the following link: http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=G IS+MAPS&vid=192&cmd=showdt Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 4 of 5 AI� b® CERTIFICATE OF LIABILITY INSURANCE 5/30/2012 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) 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 endorsement(s). PRODUCER CONTACT COWest Associates NAME: Co West Insurance Associates PHONEMC, IN (720)524-9344 aC No: I1201521-9352 P.O. BOX 101387 E-MAIL ADDRESS: INSURE S AFFORDING COVERAGE NAIC p INSURER A:Plnnacol Assurance 41190 Denver CO 80250-1387 INSURED INSURER B : INSURERC: VOL, Inc. INSURER D: 6330 S. College Ave. INSURER E : INSURER F: Fort Collins CO 80525 COVERAGES 1 1 1 1 r:rr���rrrlirrrix:�I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO 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. INSRPOLICY TR TYPE OF INSURANCE POLICY NUMBER MMIODYEFF UP IMMdxuYYYYJ LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY AEA —To—RENTED PREMISES Ea occunence $ CLAIMS -MADE F—IOCCUR MED UP (Any we person) $ & A0V I NJU RY $ -PERSONAL GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BOOI LY INJURY (Per person) S ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (For accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Peraccident $ $ UMBRELLA LIAB H OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DEO I I RETENTION$ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN 4102132 7/1/2011 T/1/2012 X WC STATU- OTH- IMITS ER E.L. EACH ACCIDENT $ 100,000 ANY PROPRIETORIPARTNEWEXECUTIVE OFFICERIMEMBER EXCLUDED? NIA E.L. DISEASE - EA EMPLOYEE $ 100,000 (Mandatory In NH) If yes, describe ender DESCRIPTION OF OPERATIONS be. EL DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) City of Fort Collins Purchasing Attn: John Stephens P.O. Box 580 Fort Collins, CO B0522 ACORD 25120101051 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R. Withrow/AMB l�iA�� ��'*�-z' n 1onR.2n1n ecnan cnaDnaennN eu rinhte rnenrvnd ' INS025ortinnstni ThA Armin name and Innn arA ronietorad marlrc of ACnRn I� ' SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) ' DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7361 Concrete Maintenance Project Phase I PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: ' OWNER: City of Fort Collins CONTRACTOR: Vogel Concrete Inc. ' CONTRACT DATE: May 7, 2012 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 DATE 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 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20_ TO: Vogel Concrete Inc. Gentlemen: You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Vogel Concrete Inc. for the City of Fort Collins project, 7361 Concrete Maintenance Project Phase I. 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 May 7, 2012. 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: I SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Vogel Concrete Inc. (CONTRACTOR) PROJECT: 7361 Concrete Maintenance Project Phase I ' 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. t 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. Signed this day of 20_ CONTRACTOR: Vogel Concrete Inc. By: _ Title: ATTEST: 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. My Commission Expires: Notary Public ' SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Vogel Concrete Inc. PROJECT: 7361 Concrete Maintenance Project Phase I CONTRACT DATE: May 7, 2012 ' In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for ' on bond of (Surety) 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. DR 0172 (12/98) 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) A hn AIr)T 1A]PITF IAI TNIC CDArr 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 contractor and which do not 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 of your exemption certificate and other penalties provided 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 certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. stration/Account No. (to be assigned by DOR) F Period- 0170-750 (999) $0.00 �;C.O NTJRA:C I IO R .I N FORMAT] ON - Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employees Identification Number: Bid amount for your contract: $ Fax Number. ( Business telephone number: Colorado withholding tax account number. Copies of contractor agreemetitipages;(I) idenfifying,the'contracting parties,' 'EXEMPTION INF,O,RMATIO,N''and(2)rcoritainingrsignature4'ofcont�acting'partiesmustltieattached Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County lies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: 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. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE ' 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. SECTION 00700 GENERAL CONDITIONS w GENERAL iCOMPITIOA -OF THE Those dE\,TEFj\-U CONDITIONS have beeii.developed Iry using the STA_NT0ARE),GLNT-RAL CONDITIONS. OFTIM-CONSTRUCTION CONTRACT pr,:pucd,by tho Efi&e6rs Joinf-Contra", Docurucntc. Qcnirniftec. F.I.CM No. 191U-8 (1990 Union); as base. Changes to - ,that do * cunicni are shown by underl I ining,wxt that has,been add , ed and strikin" through text -that has been delctc& 1--.JCDC.GF--N]--It,\[,CONDITIONS 1910_-',R(.1990'EDl-ri0N_) WITH Cl-,I.,Y,OF.fl'OR:I'COLLINS,'NIODLFICA--.['IONS (REV 9/99) EXHIBIT 2 — QUESTIONS & ANSWERS Question: "If the City requests that asphalt adjacent to a concrete removal remain in place and sawcutting along the toe of the gutter is requested, will the sawcutting be paid under Section 202.127' Answer: "No, sawcutting shall not be paid as per Section 202, subsection 202.11, METHOD OF MEASUREMENT, page 10, which states 'Sawing related to the items described in Revision of Section 604 — Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor and shall not be measured and paid for separately.' " Question: "Section 604, how will the decrease in payment for 'Additional One (1) Foot Depth' or 'Additional One (1') Foot Opening' be deducted in the pay application?" Answer: "As determined by the Engineer, it may be entered on the pay application as a negative number in the line item for 'Additional One (1') Foot Depth' or 'Additional One (1) Foot Opening' under the corresponding structure type or may be deducted on a Change Order using the contract unit price." Question: "How will the percentage of traffic control on each street classification, as requested on the Bid Schedule, be used?" Answer: "The cost for traffic control, as a percentage of the actual cost of the concrete work, shall be used as the basis to increase or decrease payment when the work varies from the areas listed in Section 02500, Quantity Estimate. For non -typical conditions, additions to or reductions from the work listed in Section 02500, Quantity Estimate, shall be negotiated prior to commencing the work. Increases or decreases to the work described in Section 02500, Quantity Estimate, shall be paid by Change Order and included in the monthly progress payment per Section 630, subsection 630.16." Addendum 1 — 7361 Concrete Maintenance Project Phase I Page 5 of 5 ' 1 Article or Paragraph Num ber. Title DEMNITIONS TABLE OF, CONTENT.&OFIGFNERAL,. CONDITIONS Page Article cr.Pnragraph Number. Number &T1tic 1. 1 Addenda h Agreemcnt...: ................ I ....... ............... 1 1.3 Application ror Payment„,,,,,,,,,,,,,,_.... i 1,4 Asbestos......_......... I ............................ 1 1.5 Bid L6 Bidding Documents, ..... _ ........ _ ........... 13 BiZldune Requirements: .......::.......:....:..I I.& Bonds j , I_§ ChangCL(Wdcr ......... ........................ 1. ­.. IX) Contract Documents..-,..._.._...__„__,-,_,_ 'IJI Contmct Price.: .... I'll- Contract 1.13 cu,47RAcroR.................................:I 1-14 defeerive..............................................1 1.15 Fx, wtngs .......... .................................. I 1:16 Effective Date of the Agreement ........... 1.17 ENGNEER ........................................ 1.13 ENT-013NEERs Consultarit: ........... o I ......... 1 i.19 Field Order ............... 1. ................ ;J 1-20 Peneral Rquirm6nts ......... 1.2 1 Hazardous:Mste. 1.22.a Laws,and Regulations! Laws or Rtgulaticns .......... ................ 2 I i'_) 2. b Legal ............ 1.23 Liens ............... I .................................. -4 Milestone ........................... 1.25 Notice of -Award...-, 7. I _26. i',Iodce to Proceed 2. 1.1 7 OWNER .... .......... I ................................ [?s Partial Utilization,,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,2. 1.)9 PCBS' 1130 Petroletin 1:31 Projectct .................................. ............. 1.31a Radioactive -Material ............ : ...... 1 1.32.b Regular 1.33 Resident Project 1.34 Samples ............................................. 1.35 Shop Drawings.._.........---_------------- ? 136 Specificatims! ............ 1.37 Subcontractor ................. ......... 1-38 Substantial Completiorl ........... ............. 1:39 Supplementary Conditions.;_,.., ....... 2' 1.40 Supplier!_. IAA LTnderground'Facilities- .,..,..,,,,..,, ­ � .-, ... �223 1.42 Unit Price Mirk .... ..........' ................. .. 3. 1.43 Work.. . ................. ................................. 1.44 Work Change bircctivc......._,_' .1 3.45 Written .-Amendment_, Paec Number PREMfINARY ...... ....... 3 1.1 Delivery of Bonds, ........................... :j 2.2 Copies of Documcm .... ........ 3' 2.3 Commencement,of Contract Tim Notice to Proceed;,__...._,;,_._ 3 2.4 Starting the Work ................... 31 2.5-2.7 Before Starting Construchom CCIITPj\CTORs Responsibility to Report-, Preliminary Schetfiles; Delivery ofCcrLificates of Insurince 34 18 Ptecuftstruction Conferencq.__. , ...... z..4 23 .1niflitily AcceptibleSchedules, ......... 4 Mvr NCT DOCUMENTS: LNTENT ,MNALN DING, REUSE........--___, 4 3.1-12 Intent 3.3 Reference to S.tandurds and speci-fications orrechnical Societies-, Reporting and'Resolvirig Dis- creptincies:.....::..:...:....::::........Z. 47 3 Intent of Certain Terms or Adjectives ... .................. .............. 5� 3.5 Amendim, Contract Docunents .... 5� 3.6 t , Supplemening c6ritract Documents; ................................... 5 3:7 Reuse of Documents .................... AVAILABILITY OF LANDS;. SUBSURFACE AND PHYSICAL co,\,DrrtoNs REFERENCE POINTS 5 4.1 AvailabilityoC Ltmds-.,.: ............... 5_6 4,2 Subsurface and Physical Con tons 4.2.1, Reports and Drawings ....... : ........ . .. :..6 4.2.2 Limited Reliance by CONTRAC- TOR Authorized; Technical Data......................................... _6 4.2.3 Notice of Differing Subsurface or physical Conditions .......... ....... 15 4;-" 4 ENO NIFERs,Review ........................ 6 4:2 J Possible Can tract Documents Change Z� ...; ...................................... 6 4.2.6 Possible Price and Times Adjustments .........• )-7 4.3 Physical Condt , ionsLOndergrotind Facilities ....................................... 7 43.1 Showh or Indicated................._ 7 4.3.1 -Not'Shown oi 4.4 Reference Points ...............................7 EJCDC GLNEUIL CONVII [ON'S 19104 E 19 90 EDITION) wi cvry of FORT COLTINSMODISCATIONS (REV 91,'P)) Article or paragraph ,Number & 1ritic Page Anicle,or Paragraph Mur6 N r 'Number &,ritle 43 1l4bmcs; PCBS' Petrolieurn, hazardous Waste or Ridioa&lvc m-Iterial BONDS AND R4SURANU ........ ..................... -51..1 -i..22 P . erfarmance, Payment and.0ther 'Bonds" .............................................. S: 5. 3 Licensed Surelies and Insurers: Ce rti fi cates o I rnsuranc c. CoNTRACT(Ws Liability -Insurance ... ...... .................. ............ 9 5.5 OWINTERs Liability Insurance: ..... _­­ 9 3,6 'property Insurance .............. ........... 9-10 .5.7 Boiler and .Machinery or addi- tional Property Insurance ........ Notice of Cancellation Praii sion.. 10 i 9 CONITRACTORs Responsibility for Deductible Amounts .......... ........ .l Q. 5. IQ Other Special insurance;,,,,,,,,,,,,,,,, 1'6 5,11 Waiver of Rights,,,_.............: 7_1 1 5. 12'5; 13 Receipt and Application of Insurance Proceeds JM I 5.14 Ac4tbnct: of Bonds and rrf.su. ance,:Option to Replace, 1, 5.15 Partial UtiLization--Prop'crty Insurance ........................................ 11 CONTRACTOR'S RFspommiurm'S ............... ii 6. 1;6. 2 'Supervision and Superintiendcncg ...... . I I 6.3-6.5 Labor.- Materials and Equipment.,, I l'-I 2 6:6 Progress Schedule ...... ..................... J2 6.7 :Substitutes and 'Oi-Equal" Items;. coNTRAcT,OR!s Myen.se; Sdbstitut - e Construction N.fa hods or Procedures,, . ENGI NETIVs. Evaluation 12,13 6:8-6. 11 Concerning Subcontractors Suppliers and Offiers;. Waiver.6f Rights......................... 13-14' 6.12 Patent Fcc-sand Royalties ... ............... :14 t': 13! Perm i i .4, .6,14 �L'i Lawsand Regulatiins.. .. ................. ... 14' .4-15 6.15 Taxes . .......... I ........................ . ...... 6.16 Use of Prem ises .... 15 6:17 Site Cleanliness 15, (j, 18 Safe Structural Loiiding .....................15 6.19 Record 6.20 Safetvand Protection_....-, .... :1 5A 6. 8.21 Safety Representative,,,,,,,,,,;,,, 16 6-2-1 hazard Communication Programs,,,.,, 16 6.23 Emer .gencies. .................................... 16; 6. 24 Shop Draivings and Sam ple4_ .... ..... :16 ["w c Number 6.225 Submittal Proceedures; COIN- TILaCTOR' s Review Prior to Shop Drawing or Sample submittal 16 6.226, Shop Drqwiii&4 Sample Siihmit- Luis Review by LMGINIEER, ..... 16-17 637 'Responsibility for Variations From -Contract Docurnenta___., 17 2 8 Related Work Performed Prior to FNIGRINPU's Rcviewrmd Approval of Required Submittals: ....... .......... 7 '6,29, Continuing the Work,...,---'............17 630 CONTR.\CTORs General Warranty and Guaranree ..... ...... 17 6.31-6.33 Indem n ification_ ...................... 17-1.8 6,34 Survival ofObligations ,"., ........ : ...... is 7'. PTIIEUZ vv.ORK.': ....... ... ;. ..................... __ ........ i 8 I= ' 7.3 Related W6rk at Site,,,,,,, ......... "IS 17. T4 Coorc!inatioa 9: OWN'ER'S RFSPONSMILITIES 9 R.1. Commimic ' ations to CON- TRACTOR -1. 1.8 .8.2 ReplHcement-uf EINGINTER,,;IS 83 Furnish Data.andPay Promptly When Dui .... ................ is 9.4 landsand Easement.%; Reports: ana'rests ............ 18-19 9.5 Insurance ............................. 19 -8.6. Change Orclers ..........14 8. 7 'Inspections, Tesmand Approvals .....:.............:...............19 S:s Stop or Suspend Work' Term mate cqNfRAcrpws, 3.9 Limitations m OWNERS Responsibilities ...........................19 S.10. Asbcstos,.PCBs, Petroleum,, Hazar&mg Waste or wlateiiil: .................... 19 8.11 Evidence ofFman6iil Arrangements ...... .......... ___--19 ENWINHER&STATUS MAZING ^OVSTRUCI ION_ ............ J9 9.1 c)wNP.R's Re&Cseftt3tive'.'; 19 9.2 Visits to'siu;_-, 9.3 Project Pcpresentntive ................. 19,21 9.4 Cla.rificiitions'and friterprd- lations............... * .... .. ...... .... �21 9.5 1 Autho--riied Varikions in Wrk 1-1 Lucoc FD_[ HON) %V1 CITY OF FORT (.011INS MODMICAMN", cIRAV9i991 Ar6nle:or Nragriph Ngr Article or.Phragraph Page N,um be r & T itle. Number Number &-'ritle Mum ber 9:6 Rejecting Defective WorL..,-, , ....... 13 8'- 139 Unco*vering Work'at MNGI- 9.7-9.9 Shop Drawings- Change Orders NEER!3rRCqUc3E.....................27.25 and Payments : ................. ................. .. 1 13.10 OWNER Nlay Stop the.Work .......... :23. 9.10 Dacrminatims Gr Uritt. Pric-cs: 11-22 13A 1 Correction orRernoval of 9-11-9.12 Decisions on Disputes-. EN01- Defective.Work ..........................25 NEER zu; Initial lntcr:pretct 13,12 Correction Period, .... .................. is 9.13 .............. LinfRaiians on ENGLNEERs 13; 113 Acceptance of'Defective'Work ,2S Authority 1314 OWNER May, C6firectD_e_feca4 .Work __,. 2&29 CKkNIGES [NTREAVORK ........ * ........... * ................... 23 IUA OWNFR's Ord&cd Change ................ 23 14. PAYlvtFTrrs'ro CON rRACToR.AxD Claim10.2 for Adjustment.,_..._-, ... t ........ 23 comPLErib-N ........... - -- - 19, - - - - - - I 103 Wcrk. Not Required by Contract, 14-1, Schedule ofValucs, ------ .......... i9 Documents, ......... ................. )j 14.'_J Application for Progress 111.4 Change Orders ...... ........... Pa ent .............. ym __ .................. 29 10.5 Notification of Surcty, 2-3 14.3 CONTRAUFOR's Warrant- of y Title ......... ......... ;.� ...... :..29 CHANGE OF CONTRACT -PRICE ............... . ............ ;33 14L4-14-7 Review of Applicawinsfjr 11. 1 -11.3 Contract Price; Claim for Progress Payments ........ ........._9.3Q Adjustment; Value of 14.S-14.9 qubstaniial Cumptetion .... ...... ;10 the Work,......,_...; 1J.10 Partial Urifization __- z__,77;_,730}31 IIA Cost of the Work ..... ................... 14.11 Final Inspectiorl .............................. 31 1 1'�5 Exclusions to Cost of thc'wlorlj ............. 25 14J-2 Final Applicadon.lb_r Pa'ymcnt .... 3 . I 11.6 coN.1'R'\dtcxR's Fce 25 14:13 14.14 .Final Payment and Acceptance 31 U.7 Cost R49F4 ................ .25-26 141i Waiver 61 claixrs;.'; ......... 31_32 11.8 Cash AldwancCs, 1-6 is unit Price Work ................ ................. 26 15. SUSPENSION Oh WORK AM) TFRMINATION ....................... .......... ... 32, MkNGE OF CONTRACT TII.MS ..................... ....... 26, 150 OWNER May Suspend Work .......... 31 1 1 2A Claim, for Adjustment .......................... 26 13.2 1 - i3A OWNER jvIny'rcrminatc, ................ - 32 I l!"), Time of the Es�sence. .......................... 4'6 15.5 CONTRACTOR.May Stop 12:3 Dclays Be ond CONTRACTORs Work or Term inat; '".1;..­.33 Control...:.-.:.-... ...... ;­.­;. ......... 26-.27 .114 Delays Beyond OWNTR's.and 16, D[SMF. RESOLUTION.; .... ..................... 33 CONTRACTOR'S Control,,,,,,,,,,,,,,,; 27 17. Lv41SCELLANF0U)..,..,,,, - ------ 33 TESTSAINID INSPECTIONS; CORRECTION. 17.I Giving Notice ........ . 33 RE-MOVAL OR ACCEPTANCE OF 17.2 Computation of'Fi ncs. .................... 33 DEF,EC77VE WORK ............................. .................. ::7 17. 3 Notice dClairn ............................. ;-33 13.11 Mdtitic of Defects .... : .......................... 117, 17.4 Cumulative Remedics:..: ................. 33 132 Aceess to the Work ..... : ...... I ........... ; ... 27 1 7:5 Professional Fees and'Court 133 Tcsts�and (nsjkctions;, Costs lrichi&d .................. 33 CONTPACTORs CoolccratiprL ......... 27 17.6 Applicable State Laws ............... :33-34 13.4 OWNER's Responsibilities; Intentionally left blank........ .............. ­__­ --------- 35 Independenjesung Labormory-­ .... 27 13-5: C'0 I q7 RA CT 0 R! s E,3HBIT GC -A: (Optionil) Responsibilities ................ .......... _-27 Dispute Resolution Agreement,,,.,...........__ GC -AI '13.6-1.3.7 Covering Work Pri-orto.1rispcc- 16.11-16.6 Arbitration__..__- --------------- ;GC.Al Lion. Testing or A pr6val. P 17 ... :I.r 163 - Mediat ion..,,, _GC -A I EXDC OLNEILAL CONdITIONS 1910-8 11 YW EDinozf) wia-ry of FCJR,r m1.1JN.SX10D1F1CA-n0Z4% (RFV 9P7)) INDEX TQ,,GFNE.RM. CQNDITIONS. City'of Fort CSIl'ins modifications torke General (:onditi6ns of the Con3frucfion Contrict,aie not show-ii in this%in&x Article or Paragraph .1\14inber Acceptance of - Bonds and. Insurance:,,,,,,,,,, ...... : ...... 5.14 defective Work.............................10A 1., 13. 5: 13.13 final payment ..... .. ........................ .1 14.15 2, �� insur . ance, ................ .............. .................... 514 other Work, by CONTRACTOR, ........................ JJ Subsinutes and "Or -Equal" It - ems fiiTl Work by OWNER ................ ... 2.5. 6.30,434 Access to the-- Unds, OWNER andCONTRAGIOR ............ 4.1 .site. related Work..,;, .......... ...... %.- _ Work . ................. 4 ........................ 13-Z 1114. 14.9 Acts or Omissions., Acts -and Omissions- CONTRAcrOR, .......................... ......... 6.9:119.1-3.3 ENiCyl NHFR 9.13.3 OWNER........................... _.; ..................... :20 .91 Addenda --definition of (also see definition. of Specifications) -.......(I t6, L 1U, 619), 1:1 Addition ' a I Propeity Insuraneq,: ......... 4­1!:,; 5,7 adjustments- Contract Pricc or Contract 1 3.5. 41, 4.3;1, 4.5.� . . . . . . . Ire 3 ; -, 495 �'_ 1 0';4, -i 10.2 .................. ............. ........ . 11, 12, 14;8, 15:1 progress schedule ........... Agreement -- definition of,,,,,,,,,,,,,,,, ...................................... 1,2 "All -Risk" insurance, policy CormL ................. ; ........ �. 6.2 Allowances, Cash ..... * .............. ­ ....... ...... 11.9 Amendina,ConLract Amendment. Written-- in,gencril., ........ I ...... J. 10, 1,4j, 3.5, 5:10, 3,12, 6-6.2 ............ 1 ........ 6.19. 10. 1, 1 O.4, 11.2 11it 13.12.2, 14.7:2 Appeal, OWNER or CONTRACTOR intent to ......................... 1q, 9.11, 10,4, 16.5, 16.5 Application for -Payment --- ..definition of .................................. E'ING610Eie, Responsibility.................. ....... 99 final payment,,.,.,,, 9,113.491113`121_12:14� 15, in-encral ');S; 2.9: .......... I .............. 5.6.4,_. 9.10, 15 �5 review ;_14-4-14.7 Arbitration .......................................... ........ 16z I - 16.6 Asbcsto 3- claims pursuant thereto,-, CONTRACTOR authorized!to stop Work .......... 4. 5:2' definition 6( A ikrti.ck or Paragr1ph Number OWNFR responsibility for ......................... 4.3.'1. 8.10. possible price and tunes ,..... .................. 4:5,2 .change Authorizej. Variations' in Work......... i.6. 6:15. 6.27. 9.5 Availability of Ltinds. ........................................4 1. 8.4 Award, Notice of-deline d I.25 'Before starting Construction ......... .......... : ......... Bid-defintribn of_,,..,._„,,,,,,,,,,,,,,1-5 (1.1, 1,10. 2-3. 3 3. ...... ....... 244,.6.13, 1 L4.3: I t. 9.1 Biddifig Documents-d4nition Bidding Requircmentsdefinition of 1.7 (1.. lj 4,2A2) acceptance of ... ............................ ......... additional bonds 10;5., It .4.5.9 Cast of the Work, 115.4 dcfinition,o(,..,,,,.­.. ........ ......... ............ . delivery of ..................................... : ...... 1, 5: 1 final �pplicafi6n for Pay,mc nt. ................ 14.12-14.14 geneml ........ ............. ............ 1. 1%, 5.1 -5.3, 5.13; .......... ;­­ ........ Performance, Payment and'Other ............... . ... 5.1-5z2 Bonds and Insurancc--in gencral,, 5 Builder's risk'"all-risk" policy form .: ........................ 5;6.2 Cancellation Provisions; lnsurincc,,._,S4.1 1, 5:8, 5.15 Cash Allowances I ES Cci­6.ficatc of Substantial Compidion ......... 1,38, 6.30.2.3: ............................. .................... jj.S, 14.10 Certificates of Inspection,; _,.- - .t_._.9,l3.4, 13.5; 14.12- Certi ficares of Insuiance.. 2,71'5.1.5:4.11. 5A.1-3, .......... ' 5.6-5; 5.8, 5,14, 9,13.4, 14:12. Change in ContraU Price— Cash Allowances:.._::I:li;;;,:.;.,;::.L;.z..�;;;;:,..,.-!,;.I 1"3 claini for piie5 iidjustmc.nt ............. 4.1. 42.6, 475, 5.l5;,6.8.2'p:4 ............ U2, 10.i;.11.2; 119; 1_1 14. 14.7. 15. 1, 15:5 CONKTRikCTOR's fee....................... .................. I LG Cost ost of the Work general..... ....................... ............. ..... 11.4-11.7 Exclusiobsto,­.. Cost Records`; .... :__: ...... l 1-7 in g6n,eral Lump Surn Prichg .......................................... 113.2 Notification of. Surty ............ Scope of-, .... ........ ............ Testiru, and Inspection, Uncovering the Work% ............ ............. 13.9 EXI)CGENIRALCONDMONS 191U-SiMOEIN'rioN) W CITY OF FORT t1rit Pricc,Worlc 1-9 Value -of Work .................................................a1.3 Change in Contract'rimes- Claiin for times adjustnicnt, ...... j 1; 4.16.j'5,'5. 1 3, 6.3;2 ' 9.4. 9.5. 9.11. 11).2i 10.51 12.1. ...............13.9, 13-13, 1314;,147, ljA, 15.5 Contrauril'tirric limit cts j..t :I:::Iz:­ i - 123 Delays.beyond CONTRACTOWt cotetrol­-.,­, ..............................................12.3 Delays beyond PWNER!s and , � CONTRACTORs C(kltiot.ql Notification of surctv 1 -:617.! . I 10.5 Scope of change ...... I ................. ".t10,3=10.4 .Change Orders— Acceptance ofDafactive Work. -----------------.- MI 3 AmendingContract Documents ............... Cash Alloivsnces .................... I .............. ....... Change ofIContract- .Price .................._.................I I ChanLe of Contract Times,.....,, ................. ...... :., 12' Changes irithe-Work­, ...... CQ1\FTRACT0R!s fee ......................................... LL 6 Cost of the Work ..................................1 1 IIA-11.7 Cost' Records -,-.... .... ... t­:­;;­,:­TjL7 definition bf ........... . ......... 1-1 ............... ... - --- :­1.9 erne genies 6.23 ENGINEERs responsibility.. ..... 9.8. 10.4. 11.1 12.1 6zccdtirm of .....................................................10.4 Indernhifictiorl ......................... (,. 12,'6.161, 6.31--6.33. insurance, Bon&ind ................... 5-10; i-13, 10z5 OWNER may -term inaIc .............................. 15.2-15.4 04VN4FRs Responsibilit.y-. -­­ ............. I -A Physical Conditions-; Subsurfaceand, .... ........ ........ ................. .4:2. Underground Facilities ............... : ............. 312, Record Documents.... Scope of Changez­­ ............. ....... 10.3-10.4 Substitutes ..... ........ :I: ... 6.7.3; 6-8-1- Unit price Work............................................... L f.9 value of Work, covered by: ................... ; ........... ; 11.3 Changes in the Worl................... ; ........... ... jo Notification of sinew ..... 10.5 NN bkVERs and CONT*i�i�i&ks­­ . responsibilities ............................__..._........10.4 ;Right to an adjustment ............... 7­10.2' Scope of change .................................. . ... .agairist CON-rRAcr6R ............ ­­ ....... ......... 6.16 against E140r.NMER against OWNER , ... ; ................. ........ 6-32 Change of Contract Price..._ ................... ­ 9,4. 11. Change of Ccritract Times .........................9.4, 12.1 9.4. 9:5'9.11, 10.2. .........................11,2 11.9. 12A, 119 14 S, I 5. 1, 1 5. 5z 17.3 CONTPACTOR's Fee.. ... ................................. :1 V.6 Aitic[6 or paragraph Number CONTP-ACTOR!s liability- ......... i.4, 6. 1 -2 6,16, 6.31 Cost of the, Work 11.4; 1 1.5r Decisions -on Disputes...............................9.11, 9.12, Dispute Rcsoluticir ............ ........ ............. 16.1 Dispute Resolution Agreement; ........16:1--16..6 ENTGNEER as initial 9.11 Lump Sum Pricing..., ... 1.3.2 Notice of- ................... OWNER'S....... 9.4, 9.j; 9.1 ].1 U.2' 11.21 11,9 w.-.1-12J. 13.9. I3A3. 13.14. 17:3 OWNERS Rs liability, ...... 5:1 OWNER may refuse to make-payment„ ..............14.7 Professional Fees and Court Costs .Included.---` Inclucled­­, ------------ ------- -------- ........ 17.5 request for farnial decision 6r,i...;­­: ... ; ............. 9-11 Subsiinit5 it6ms. .......... I .......... .1, ....... I ............ 6.7-1.2 Time; Extension.....__ ..... ­ ........ ...... . ........... ... 12, 1 Time requirements.,,...,,., ....... I ...... 7 ............ 9.11, [--.1 Unit Price 143 Valucof J. 1.3 W:iivcr of -?on Final.Payment­, .... ; .......... 14.14.415 Work 10, 2' written notice reqiGed..­, 11.2, t1l Clarifications, and Interpretations ............ 3.6.3. 9.4', 9.11 Clean Site ...... ­­ ...... ................. ....... .... ..... 6.17 :­11* Codes 61"PecianiaitSucacty, Organization or Association 3.3 Com mcricement of C6nirici'Times 2:1 Communications— gencTril ....::.:..:.::..::I:.;:...........:..;;:...;., Haiard Communication Completion -- Final Application for Playmerij., ........................ 14.12' Final Inspection.,--, 14.11 Final Payment and Acceptance_,-......___.. Partial Utilization., .......................................... J4110 Substantial Completion......................1.38, 14.8-14.9 Waiver of Claims ;.. ... ................... : ..... j 4.15 Compittation of Tihics .... 17: 1­1 -1 7'2. Concerning Subc.ontractors, Supplias and Otliers ... ...... j5;3-6.11 Conferences - initially acceptable schedules� .... preconstruction..................................................2.8, Conflict. Error, Ambiguity, Discrepancy- CONTRAC-1-OR to Report.---,. :=J; 3.3. 2 Construction. before starting by CONTPACTOR. ...... .................................... 15-2:7 Construction Machinery, Equipment, etc„ ................ A Continuing the Work,,..,, „ . . .. ......... . 6.29, 10.4 . C6ntriict-Docurnents- Amending......................................................... Bonds......................................... 51 rJCI)C GUNLRAL CONDITIONS 191018 (1990 EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (REV 919V) Cash Allowances..............................................11.8, :6uticic or Paragraph Number Change of Contract Price....................................'I I �Changc,of Contract Times 1.7 Changes in the Work ........ ........................ 10.4-10.3 check and verify........._ ........ : ............... ;- ........... 15 Clarifictitions"and Interpr6tations....-., :-.;-.-2.! 3.6, 9:4, 9. 1 t oefiniiloft of ...... ..... .............. I ------ 1;10. FNGR*ER as initial intgfrcter of_,,,,, �-. . ....... 9-11 ENGINEER as 0WMFR`s,re0rescntat;ve I gencra13 Intent 1-3.4 minor variations in the Work ...... .......... bWkwWs responsibility to furnish dat a ........ 8.3 OWNFRs responsibility to maW prompt1payment ... _ ...................... prcceden6� ...... I ........... - ...... . .................. 3-13 Record Documents -19 Reference to Standards and SpecificatFons of Technical Socictics .......... ........ ........... 1. 3.3 : Related Work ................................ .. J:2 Reporting and Resolving Disdap-incies-, ...... 2.5, 33 Reuse of ... ; : . isuppiementing .................................................. �,6 Termination of ENGF\E-ER!s Employment _ U Unit Nice Work." - .....11.9 variations ...................... 3.6, ...........................................3.6, ... * .............. 6:23,6�27 visiis.lo Site, HNIGINFER's Contract Price- ujjusunenL of... ........... :35. 1.1. 9A,,10.3, 1 L2-113 Change of,.: on Disputes;,,,,,,;,;,,,,,, q ...... definition of contract Times - adjustment of �5' 4,1.:9.4, 103, 12: � _ .......... �3� Change of.: ................................. ............ 12:1-12:4 Commencemenl.af ......................... . ......... ........ 2.3 definition oC:, ...... ; ................. .............. : ........... :1. 12 CONTRACTOR- Acceptance of Insurance-,,,,,,,,..-„_--.-___,.-_._.--_ 5.14 . Communications;,.,.,,,,.6.9�2' .j ... Continue Work, .................. _ ....... ...... �29� lb.4 coordinati6n and scheduling ... definition or ........ ............... ... : ........................ 1.13 Limiled Reliance: on Technical bata Xuthoriud May Stop WorL.or-Te-rm" ...... 1i.5 pro6de sit& a6usn to others., ........... ; ........... 7. -1� 13,2 Safety and Protection ................... 4.3. 1,1 6A 6, 6. IS, .......... ........................... 6.11-6 23i 7.2. 13. Shop Drawing and Simple Relviciv Priorto Submittal,,,,,,,,,,,,, ............... 6Z M1 Srop,Worlc requirements ............... 7- ............ ... 4.5;2 CONMRAcrows ikrticlepr Pari!graph Number Umpensation .............. ............. De crivv Work ......................... 90.13.1t}13.14 Diuity*tu correct dejeetive Work ................ ; .......... 1111 Duty to R00rtm- Changes:in the Work caused by Emerg . * cncy ........................ ........ § ,23 Defects in-Work.of Others,,,,,,,,,,,;;,,,,,,;,, ,,,, , ,, :7.3 Differing conditions......_.._..,.::.-- 4.2.3 Discrepancy in Documents,-_-2.5, 33-2. 6.14.2 Underground Facilities not indicated ........... 4.3.2 Emergencies..:. ' - ..;­ .. -i:­ - ......... ... 0.23 Fquipment.and Niachincry Rental. Cost of the Work.._, ... I .... I ... ; ... NO ... ". M... I 1144.53 Fee-Co-st PILL% ' ......................... 11-4.5!6, 11-5.1. 11.6 General Warranty and Guarantee ..., .................... 6.30 Huard Communication Proarams, ....................... 0.222 Indemnification.....,.,, ---------- 6-16; 6-31-6.33 I.nspection of the Wort;,,,,.,,.,, ...... ...... 73, 13.4 Labor, i'vrateiials and Fquipin'en't ............... ; .... :fi. 3;6..5 Liws and Regulations, Compliance iance hy.. , .......... 6.14j: Liability Iris6riance.. 5.4 NoLict of Intent,to Appeal ................... 9:10. LO.4 obligation t o perform and complete I the.Work, ................................ .................. 0.30 patent Fees and Roya'14cs, paid fo r .by .................. G,12 Nrl'ormanec and Oth.cr Bonds .............. ............... 3: 1 Permits, obtained and paid fbr-bv........ ............... 0.13 Progress ... 2.6. 2.8; 2.9. 6.6, .................... 10.4, 15,2.1 Request for formal decision6n clisputes.,- .... ... -9j I Responsibilities - Changes in the Work Conceirning Sd'bc'onLracta:rs. Suppliers and Other!;....., 6. 8-6. 1.1 Continuing the Work, 10.4 CONZ71ZACTOR'se.xpansc ....... .............. 6.7.1 CONZTRACTORs General Warranty and Guarantee ............ ...... ................... 6.30 CONTRACTORS review prior to Shop . Dmwing or Sample submittal...,..:„..... .25 Coordination Emergencies,,.,,,,,,,, cs 6.23 FNGTNEERS Subg4i'tutes or 'Or-Equalm Items.,........_ For. Acts.and Qmissions. of Others 6,9-1-6.9-2, 9-13 for deductible amounts,insurance ...................5.9 general ..... ... :: ...... : ...... :..: .... t ..... :. b, -7.2,33, 8.9 Ifazardows Communication Program*- ...... 6.22 Indemnification,,,.,,,, ,. ......... & 31 -6.33 E1CDCGENM\LCOND1TtONS 191U-S41490FD1110M %vt6TY. OF FORT COWNNMODTFIC: TIONS (.Rr.v,);9.)) Labor,,Materials and Equipment,,,,,,,,,,,,; 6.3-6.5- Laws and Regulations.._:::.;::,:.:..,,, .. 6.14 Liability Lnsurarici,, ........ ............ _%-___5.4 Article or Paraeri pli Nu;nba Notice of variation from Contract , Documents ............... . .......................... 15:27 Patent Fees and Royalties...........................:¢.12 13 Progress Schedule_,., ..... ....................... :-.j6,6 Record DocUrnents: • iclated Work perfoirmed priorto ENGINEERS approval of required subm itt als :_ - - -:.; 15.98 safe structurA, loading .................................6.18 Safety and Protection .................... ri.21, 7:2, 132, Safety Represcruati ............ S.Lheduling the Work;; ............... M ................ 6,92 *Shop Drawings and Samples .................... 6.-74. Shop Drawings and SHmplcs Review by ENTqLNEER 6.1 Site CleanUness, ----- 6.17 Submittal Procedures ..... ......... ...... * ....... Cx2:1 Substitute Construction Methods and Procedures 1 1.6.1.2 Substitutes -and 2'0r-Cqual" Items ................. 6� 7.1 Superintendency-., ............................ ............ 6,2 Supervision ..................................... ....... Survival or 661 igit ions ................................6.34 Taxis..................................... I ..................... 6. 15 Tcsis.aftd rnspectlidns. .............................. ToReport ...................... ............................... :..-13-5 2.5- Use of Prernises--, ...... 165-6. 18; 6.30.14 Review Prior to Shop Drai%qng or Submittal,,;,,,,,,,,,,,,,;,,,,, . I ............. Right to ndjustinent for changes in the Work ..... 10.2 Right fight to cla;m, ......... .. 4, -7.1, 9.4, 9.5, 931, [0.-2,11. 2 . 9, . 121. -13.9. 14.8. 15:1. 15:5: 17.3 Safety and Protection * .................. 6.20-6.22. 7:1 112 Safety Representative ............................ ; ........... 521 Shop Drawings and Samples Submittals ... :6.24.=6.28 Special Consultants.: ............. I ...... :; .............. _ 11.4:4 Substitute Construction Methods and Procedures Substitutes and 'Or -Equal" Items_ .Expense:................................I. -...... 6.7,1. 6.7.2 Subcontractor%. Suppliers and Othenj... w-.­.6.8-6-11 Supervision and 5upeirinicridence ........... 6, 1 ; 6-1 6.2 i Taxes. Payment by ................ ................. 0. 15 Use of Premises ................................. ...- 6.16-6.18 Warranties and -guarantees _., ............. ;__16.5; 6.30 Warranty of'fide 143 Written -Notiec Required-- 17ONTRACTOR stop Work or term 15.5 Reports of Differing Subsurface .and Physical Conditions ........................42.3 Substantial Completion ................................14.3 viii CONTRACTORS--other7 Contractual Liability[nsur'ancc__ ------------------- 10, Contractual time Limits.. ........ __1 ............ .............. 12.2 Article or Paragraph Number Coordination - CON YFLACTORs responsibility ...................... 1-0;9.2 Copies of Documents .......................... ..................... 2: 2 Correction 12: Correction. Removal or Acceptance of Defective W6-rk=. in general ................................... I0:4.1, 13.10-13.14 Acceptance of E�efective Wurk ................ 1.3, Correction or Removal of Defective Work .................................6.30, 11,11 Correctibri, Period OWNERKlay Co�rrect Defectiwe Work ............. 13.14 O%VNFR May Stop Work ....... ........ 131 10 C os L w.- ourests and [rispections ......._ .............................VIA Reccirds 11:7 Cost ofthe"WorL- Bonds and insurance, additional,,,,,,,,,,,,,,,,,,,) 1:415.9 Cash Discount,.! ........ ............... ....... .... 11,4.2 CON'TRAG[OR's ...... Employee Expenses .. ..................... __1 1.4:5; 1 Exclusions 1 E5 Gencraill.4-11:5 Heine Office ftfid overhead expense* ....................1 Losses and'dam iges .....................................1 L4-5:6 Materials and equipment.......... I ..................... 1142 Minor expenses, ..........................................11.4.5.8 Payroll costs on changes-..,....:_ - I.; --- 11.4.1 performed by S6Lc&ntract(5rs._,-.._-,,-, ...... 1.43 Records 11,7 Rentals o(construction equipment and Royiilty payments; permits and liccnsefxs ........ * ... ... ** .... * ............ * . ...... Site office. and temporary fncilitie$, ............... j 1.4.51, Special Consultants, 4 CONTRACTOR's. . ........... 11. 44 'Supplemental ......... ....... 'faxes related to the Work ........ ......... . ......... 1.1.4.5.4 Tests and ln5pcytion ........ ................................. 13A Trade Discounts 11.4.2 Utilities; Fuel and &qrutary fficilifie,�,_, .......... 11.4:5.7 Work!allcr regular hours.................................11.4.1 Covering Work ........*.... .. *** .. .........j 3.6-13.7 Cumulative Remedies,......:__.................. Cutting, fitting and patching ....... 7.2 Data,. to be ftirnished by OWNER .............................. &3 Day;-d5linition of ......... .................... 17. 12 Decisions on Disputes--.,..- ........................... 9.11,9.12 difecrive-definition of..__..._ ....... : ---------------------- _ 1.14 dejective %VorL-- Acccpiunce of, ....... ........ .................... 10.4.1. 13.13 E:JCDC OLNLRAL CONDITIONS IONS 91a_3r,,99(, EDITION) W/ crry OF FORT COI.I.Q.;SMODIFICAT.IONS (REV9 . 199 . ) Cormctibri-or Removal of _.JO_4_l_13;I 1 Correction Pchod— in nerial g __, ge ............... ....... 12, 14:7, 14.11 Article or Paragraph Number Observati6n,by FLNIMN-FER ................... OWNERMayStop Work,,,,,,,,,, ........... li.10 -Prompt Nodes ofl)efects. ......... ................. ...... 13; 1 6 Uncovdring the ,Fork :., .......... ....... Nfinitions ........ Delays ... ....... ........ I ............... 6,29 l2i3-12.4 Delivery of Bonds,;,.... - ......... 7 ... ..... Delivery of certificates'of insurance,,,.___ .Determinations for Unit Prices 9.10 Differing Sulxaufbce or Physical Conditions — Notice of.___ .... _ ..... ; ....... ......... ....... __ --- __4.2.3 ENGMEER!s Review......,:,...; ................ Possible Contract Documents Change, 4-2,5' Possible Price:and Times Adjustments ..............4. 16 Discrepancies -Reporting and Resolving .......... 15. 4:12: 6,14.2' Dispute Resolution— Agreancnk;,I: .............. .................. J 6.1-16.6 Arbitration 16.1-165 gcricral 16 Mediation ......................................................... -6 110. Dispute Resolution Agreement... ...... ............. t6.146:6, Disputes, Decisions byEIVGYINEER,.,.7 ............... 9.11-9,12 Documents-- Copics of„_ .............. .................. 1,2 Record& 0 Reuse of,,;.. ........ Drawings--def"Linition.6f., ...... 15 Easements............ _...; .......................... 41 Effective date of Agreement — definition of .......... _)', 16 Emergencies:.. .............. ........ ------- ----- ENGINEER — as initial interpreter on disputes;,,,,- 9. 1 t_9 12 definition.of .................... ................. . .............. 1.17 Limitations on authority and iQsP`onsibilitie.s,..,.,9.l3 Replacement .................. i .......... .. .... Resident Project Reorescritative -.9;3 - ENI'Na Rs Coosa tian E -- defin it i o*'n*'O:....:.............Lis....*.......... ENGNEER's, n authorityandresponsibility limitatio sbn.,,. 9 i 13. Autho6zed Variations in the Work....................9.S Change.Orders, responsibility Ry ....... 9.7, 10, It. 12. Clarifications and (riterfirctations ............... 3.6.3, 9.4 Decisions on Disputes;,- 9.11-9.12 -dejtefive Work, notice of .................... ............ J-3.1 Evaluation of Substitute Items... ....................... fi, 73 Liability........................ ........... .............. 6. 3 2, 9, 12' Notice Work is Acceptable ------- 14.13 .ObserIvations ................. .......................... 6.30.' 9.2 0WOER's k0presentative ...... I ............ ...... ­: ....... .91 Payments to the CONTRACTOR, Responsibilityfor.,:..:::...._.:.:........... I ....... 9_9.1.4 R&bmmendatim of Payment..,..,,-.,,-,,-, .... 14.4, 1413 Article or Paragraph Nunibcr Responsibilities --Limitations on ................. 9-119;13 Reyiew,uf Reports on Differing Subsurface and Physical Conditions "A-2:4 Shoo Drawings and Samp!es, review responsibj .......... I ...... ­1 ....... I ........... 6� 56 Status During Ccnstrudion­ uuthorii6d variations in the Work._,_,.. ,_9.5 Clarifications and lhterpretatiq",,._,, Decisions.on Disputes,,.-,,,,,.. ...... y.1 1,9.12_ Determinations on Unit Price ............ to ENGINEER as IrtitiaLln'terpreter ;.9.11-9.11- FtqGQ'EER!s* Re.sponsihilitiLs ............ ..9.14i2 Limitations on ENG N1EFW,i Authority and Responsibilities,,.,.., .. ............. .-9.13 OWNIMRs. Representative .................. .. Project Rcpresentatiye.___; ...... ...... 9.3 kcjcctingDefacii;v Work .................. ........... 9.6 Shop Drawings, Change Orders and Visits to Unit Price determinations s� 9.16 Visits to Site Written consent .require q 9.1 Equipment, Labor, Materials and, ..................... ...¢3-6.3 Equipment rental, Cost of the Work,,, ,,,,,,,,,,,,,,,,I I A5,3 Equivalent Materials and Equil5ment ................. ; ....... 03 error or = issions_: Evidence of Financial Explorations ofphysical conditions .... ; ................... 2 1 Fee, CONTRACTOR•s--Costs Plus;.......................... 11,6 Field Order -- definition of issued by ENGINEER ............................. 3-6.1. 9.5 Final Application for -Payment;,,,,,...! .................. V) Final [nspecuor!_,.,., ...... ....... :_14 14.11 Final 'Payiricnt— c and A ceptance.-....... 1:4,13-14,14, Prior to: for cash allminecs tES -GcnLTal Provisions........._....._ ............ . ......... 17.3-17'4 General Requirements — definition of ,principal references to ............... 2.6, 6A 6.6-6:7, 6.24 G iv ing Notice ------ ­­­; ........... ;� __ JU of Work=by CONTRACTOR ... fi.O J4.1 .Guarantee Hazard Communication Pro rams [Tizardous Waste.--. definition of general._ 7 ------- ...... ....... OWNEP's responsibility for ............ I ................... 9,10 UCOC. Gr,,,,st,QL CONDI nONS 19103ilv% EOMON) %V,'d1T OF FORT t.REV91991 Indemnification .............. ....... ­­­­6...12 6.l6_;Mit6.33 Initially 'AcccptiMc Schdulds--l- ...... ......... F___119 Inspection— Certificrnes...... 9- 1 3A. 13.5, 14.12 Final............................................................. 14.1.1 Afticle of Pitr agiaph Number 'Special; requirFd byLNGINEER ......................... 9.6 Tests and ........ ;::_7, 13.3-13,4 -Insurance-- Acceptance of, by OWNIER --- ............. .............. S.14 Additional. required by changes in die Work Before starting &-Woric ......... ... ....... 2.7 Bonds and --in general - I .............. ....................... - Cancellation Provisions ...... ............ :..._ ........ Certificates of ....... ------------ 13, 5, 5:3, 3Aa1. 5.4.13, ....... Jfi.5. 528,.5,14, 9.13:4,, 14,12 aompleied operations ................................... _..5.4,13 CONTRACTORS Liabiliiyi ......... ...... . ............ _5-4 C61,1TRACTORs objcctiu n to covers Contractual Liability_ -_--------------- 5A. 101 deductible amounts, COi\'Tp--\c,rOR!s responsibility ................................... ;..: ....... 1.5:9 Final Application for Payment,,,,,,,,,,,,,,,,,;._ , 14.12 Licensed Insurers .......... _ ... ; ........ _J.3 Notice requirements. material changes ........ 5a9, 10.5 Option to Replace....._......_....._........................5. [4 tither special insurances ........ ....... e ............ 3.10 a.. � OWNER as fiduciary for insureds .............. 5.12-5. 13 OWNEWs Lifibility ..................... .................. OW��TFV(Ks RLsponsibili...................... I ......... %A.5- Partial Utilization, Property Insurance .... .... 5 15 propertyv.:­, ... ­-:­,--k­1 ............. ­zA­.M..5_6-5. 10. Receipt and Application of Insurance Proceeds : ................................. ........ i. I " 2-3. 13 Special Insurance: ... ............. 5.10 Waiver of Rights,--:,.......... 5: I I Intent of Contract Documents-,_-,,„ ........... : ........... 3.1-3.4 Interpretations and Clarificatirin.s., ...................... 3.6.319.41 InVeStigm6ons of physical-conditionp .................... .... 4,2- Labor. 'Mzreeials and Equipment . ....... q,3.6J Lands -- and Easements..:..:.._ ......................................... Availability. of.....'-,--'- ........................... 4. I. 3.4 Reports and Tests...- . .................. ___ ........ f.J.4 .Laws and Regulations, --Laws or Regulations— Bonds ........... ....... 5.1-5.2 Changes in the ........... Contract ax:uments__;,.,, CCXWRACTMs Responsibilities .................... 6.14 Correction Period. defecwve Work .................... j3.12 Cost of the Work, taxes:.... ............ .......... 11,4:5;4 Mini:tibn Of .............. general6.14 Indemnification ........................................ 6.31-6.33 (nsurince 5i3' Precedence .3.3. 1 Rcfercncc to ...... ......... __ i1l Safety and Protect ion .....6.20, 13:2 Subcontractors, Suppliers Hnd.Otheq ........... 6.8-6. 11 Article or Paragraph Number Tiests,and Inspections ...... ............................. 13:i Use of Preto ises. ....... ...... 1.6-16 Visits to Site. q.2 Liability fnsurnnc6--. 5.4 OWNERs 1:5, Licensed Sureties and Insurers:_ ............................ 7 5.3 Liens— Application for Progress Payment ....................... 14.2, 0 . CONTP-AcTows Warranty [Tid,.'_ .1 14.4. Final Applimition.for. Paytrient, .... ;.: ...... ... %A4.12 definitionrOf . ............... 11 ...... ............. 1.23 Waiver oCGlaims:.:.._ 14.15 Limitations an ENGINEERs authority and responsibilities ------- Limited Reliance by CONTRACTOR Authorized .......................................... .... 4.2; 2 Maintenance and Operating Manuals -- Final Application for Payment._,., ...... 7_., ...... t 4.1-2. Manuals (Uf'o*rs)-- Precedence Mcrencu to'in Contract McumcnLj ....... ......... .�.3; 1 LMaterials and equipment -- furnished by aprl-R-AcTop ............................... 63 .not incorporated in "fork ...................................143, .Materials or equiomentw-cquivaltnt I ... I ........ Mediation (Optional),, .... 167 Milestones --definition of.; .... ...................... 1 ;24* Miscellaneous- C o ffioutatioh of'rimes ..... .................. ........... 17:2 ' CumulativeRemedies - . ­1 .......... I ............ 7 ......... . - 174 - Giving Notice, .................. : ........................ 17'A INTatice"0170"11m.; 17.3' Professional Fees and Court Costs Included ....... ;J 7.5 M1 ulti-prime contracts,--:-. ;­ .......... ....... j7 Not Shown or Indicated ...................................... 43.2 Notice or--. Acceptability of Project.,-__.__ .......................... 14:13 Award. definition of lay...... . ..... Claim. ................. ...... ................................... 1.7'3 Defects,13.1 Differing Subsurfacc.or Physical 'Conditions,, .... 4.23 Giving ­.': ...... 1.7. 1 Tests and Inspections... I .................................... Variation, Shop Drawing and,Sampie. ................U:_17 Notice to Proceed - definition 6f ......... I .......... I ...... la6, givingof .... I ..................... ........ ............... ­2..3 EJCVC GISNEICAL CON'DiTIONS 1910-3 (1990,EDITION wl 0TY OF FORT COLLINSMODIFICA TIONS nZEV VP)) Notification to Surety ..............................................I65. Obscrvationf, by Occupancy of the .Work ................. 14:10 913 Open Peril pgli&y form, Insurance ......................... 5: 6. 2- Option to Repla&a............. : ............ .............. .......... ,articl cc or Paragraph Number. ,".Or.Equal" Items ......................................................5.7 Other work.7 Overtime Work —prohibition of-_ -- 6.3 OWNER— Acceptarice of defactiv,.Wark. ..... ................... (1.131. .appoint an &G11NEER..'-1 .... 1. 1 .... I ... I S. 2,' as fiducaarv-;. 13- Availability of*L*'a"nlr."h'i�*responsibility,.................. j I 'definition of'.._ ............... ........... ........... :J.27 data, furnish_. ......... __:_ .......... ........ ly-3 tMiy Correct Defective Work,, ... ; ........... Mat' rcftise to niaki payment pay . ............................. 14.7; �%-fay Stop the Work.,,,, ... .......... 1 3 ..IQ May Suspend Work, Term inite ......... 13,1U. 150--15.4 Paymcnt,makc prompt ..... ................ K3;14A, 14:13 pciformanue of other work,.:..,.:.,,-;;;,,,,,;;,,,,,,,,,,,,,, 70 permits and licenses, requirements,,,,,,,;.,_;,,;,,: j%I 3 purchased insurance requirements__.,,,_„-,,. 5.6-51.16 OWNERS,- Acceptance of the %Vork_ ................. .......... w'.5 �1.30'1 Change Orders, obligation LeveRecutq., ......... 5.6, 10.4 Communications'..............................I.._............. S, I Coordination of the W6rL':: ...... ............ . .......... 7.4 Disputes; request for dccii;ion..;... ................ I I Inspections, tests and approvals,,,,,,,.,,. 13.4' -Liabilitv Notice or w- ects..; ..... ; ........... ;.;- ............. ...... J3.1 Represenwivc—During Construction; 9.1 Responsibilities— A,sbestcs. PCBs, Petroleum[: Hazardous o I Waste r R adictictive Macerial ..................N. 10 .Change Orders,.......... ..... ;.: .......... . : .... 8.6� Changes in the'Wbrk ......... ......... 16. communications CONTR,kCTORs rcsponsibilitiezi: ...... _ I ......... :8.9 evidence of firimouial urrangent unt�; ---- .......... SAI inspections, tests and.approvalsa.,—,— ............ 817 insurance':: - ................................................ .lands and easements ....... ......... ............... 8:4 'prompt payment by ........ ....... �: ........ replacement of ENG IIER _,$.2 reports and tests ............ ....................... ....... 84 :stop or suspend Work ........ ......... 8:8, 1110:, 15,1 terminate CONTIR-M,TORs .services,.--- ...- ............. 15." separate representative at site. . ............................ 913 testing, indeperident: .. ........ . ... ...... ......... _ ... Ij.4 use or occupancy of the Work .... 4 ........ I 5, 6:30.2A. 14.10 written consent or approval required .................. ....................... '9 ... l. 63. IIA EJCDC GrNERALGO-NDMON'S 1910-S ('1990 EDMON1 WdTV. OF FORT COI.I.IN`;M6DIFiCATIOXCS (TT-.VX9')j 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 00400 Supplements to Bid Forms 00300-1 - 00300-3 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 00640 Certificate of Final Acceptance 00635-1 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 Article orParagraph Num bcr writt2n noticz required'=,_ ........ .. -. Z 1. 9_4; 9.11. I I:'-; t l9: 1 1:7: I5 PCBs -- definition of _.__. ., ,-,._.1:29' . general ............ .............. ...............:..... 4:5 ............... OWNER'S responsibility f�...................... Partial Utilization— .definition Gi ....... ..:::.:.:..:....:.:::.::: - :.;.: 1.23. gencral6:30.1a, 14a0 Property Insurance-- ........................................ 5, I-i Paten tFees and Royalties ........................................ G IZ Payment Bonds ........ -:._.................. .:.,.:.:.5•1-52 Ptyments; Recommendation of, ........... _14A-143. 14.13 Payments to CONMACTOR imd Completion — Application for ProgressPtyments ..... .......... 4...... 14.2 CONCRACCOR's Warranty of Title_ ...:..:......:_ 14.3 Final Application for Payment,,...;.........::..::....14.12 'Final inspection ....................................... .....:... 1.4.11 Final Payinent.and Acceptance..............„1.i.13-14. f4 general.............:..:.....:...........:.:..:.:.......:...::.5'3:. N Partial Utilization,=,-_-...,,-.. Retainage...................................I......................142 Review of Applications for F'rogrzssYayinents .::.:...::::.:.:.:.:..:: J4:-1=14.7 Prompt payment-= ........ .::::::........:..__..:.:::......:A.3 Schedule of Values ....................................... I ..... 1:4. t 'Substantial Completion.•..............................14.8-t4.9' Waiver of Claims_.......................................... 14.15 when payments duc................................ 14,4 14.13 withholding payment ............. I.: .............. ..... -..... 14.7 Performance Bonds.......................................:....:5.1--. Permits -:_ ::.::.::::.:....:........... ::.:.::...:..:....:.:::........ 6a3 Petroleiitn-- -� � � - definition''of.::...........:_.... - - - ,iy39 general............... . ........ ..................................... 4,5 OWN-ER's responsibility for;,:.,,-,,,•,,,,,,,,,,;3.10' Physical Conditions-- Drawings of, in or relating to„ ..................... a.2.12 F.NGINF.ER's review ......... :....:.......... :..:.....:...... 4.2.4 .. eslStNg'SLNCLUfes-.-::_..::.:.:.::...::... ....... .:.:..:-:...; i.2•2 generala 2.1?-..:-_:........................... .....:............ .... Notice of fering Subsurfacror, ..............:1.2.3 Dif Possible. Contract Documents Change----------------2:5 .Possible Price and `Limes Adjustments .......... :... 4.2.6 Reports and.Drawings............... ....................... 4:3.1. -Subsurface and........ ..._ ............... ----............. 4.2 Subsurface Conditions_ -,.. ......... .. ........ ;• 2- I'. l Technical Data, Limited Reliance by CONTRACTOR Authorized....•...................l.' 2 Underground Facilities-- general.......................................... ..:...::..: .:44.3 Not Sltown or Indicated-----_,,,...:.............4:3.2 Protection of.................................I.......4.3. 6.20 Article or Paragraph Number - Shown or Indicated - :.:::::.::.:.:..:.::::.:.:.......::::.:.:..:: Technical Data .................. ....................... .....: 3.2?, Prcconstrucdon Con ferencg:.............__,_,,,,.,,,,.-__„.„2.3 Preliminary Matt&s. Preliminary Schedules„ .... ..........•.......,2:6 Premises, Use. oC•..................................:. 6.1 ti-6. 18 Price, Change of Contract„ .................. I ......... ............ t I Price, Contract --definition of;:,:,,_::__1.......:.:......... Llt Progress Pmmienr, Applications Proems Payment- rctainagq.....................--......... 14.2 Progress schedule, CONTRACTOWs:..... ..... :G; 2.5; 2.9, ........ ..:::.............. 66 629; I0.4. 153:1 Pro3ect-defmtuon of;, ., ..,,,.,.: Project Reprzsentative-- ENGINEER's Status During Construction..: .......... 9:a Project Representative, Resident dclin ition of _.,-;-.--1.33' prompt payment by OWNER .... :....... ..:.:. ...::..:..:...... . .8:3 Property Insurance- Additional:... _..................„ geners15.6=5.10 Partial Utilization--,_,„_-„_:-::.:---•.-_-,5.15..14.10.Z receipt-and•aplilication of prmecds,_,,., ...... 5;12-5;13 Protection: Stira[y and! ......:....... .:.. 6:20.6 ^ 1 13i'=' Punch list :::...:.:.::.:..:...::.:.:..:.:.::_,:. ,,.:..: .I4.11 Radtoacttva X,latenal-- defintian of ..................................................... 1,32 geoern14.5- OWWFR's responsibility for: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;$.IQ Recommendation of Payment,,,,,,,,14-4, 13.5;.14,13 R cord Documents:......_ ..........6:19, 14,12 .. . - Records, procedures for.mamuttmng:........... 2.8. Rcfcrener Points,,,,,,,,,;,,,,; ; ........ .............. .4:4 Reference to Standardsand.Specitieations. of Technical: Sccietics;;,•...-_,,,;.,..,.,.,3:3 Regulations: Laws and(or).................. ........... ........ 6,14' Rcjecti ng De1krive. Work ........................ .9.6� Related Work -- alSite......:....:......:.....................................7.1-7.3' Performed prior toShop Drawings and Samples submittals review., .... :.............0.28 Remedies, cumulative.,:,,,,,,;,,_.,:.:, ------ ,-___;.,:•17.4; 17:5 Removal or Correction of6e0ctiva•W6rk. rental agreements, OWNER approval icqui -cd..... 1 1.4.5.3, replacement of ENGLNEER, by QWNER---------- ,,,,,,,,,, 52 Rtiporting."it Resolving Discrepancies.................................2.5, 3.32, 6,14:2 Reports — and Drawing-%.......................::......................:9•'--' and Tests, 0WINI B's responsibility ..............._,,.8.4 Resident and Project Representative-- Je t i n i t i o n, of..................................................... 1. 33 provision for............................................................93 Fii IiJC'UC GEVE(A CONUMONS1910-3(1990 FDITIO.f,) wi CITY OF FOR'rCOLLINS MODIFICATIONS (REV 9r7)) I P I I I I I I I I I I U I I I Article or. Piragraph Num her Resident Syperintaident, Responsibilities- 001NTR_-\CTMs-mi general ......................... 6 ENGLNEERs-in gencrat Limitations on 9! 13 OWNFR!s-in general' :. ........ ..ettiinage2 �......... ..................J4. I Rcusc Review by CONTRACTOR. Shop Drawings and Sam ples Prior to Subm itta 1, I .,t............:.......6 25' R0 iew of Applications for Progress Payments........................... �.. 1 4.4w 14.7 Right to in adjustment, ............................ _�J0._2 ,Rights of Way__ ----------- ........ ------ .................... 4.1 Royalties, Patent Feesand ... ...... ........ ; ... 6J2 Safe structural Loadin ............................. .............. 6. IN Safety. - and Protection, .... ........ 6.16. 6. 1.81 6.20-6.21. 7,2 13.2 general .......... :. ....... ...... ...... ........ 0;20-6.23, Representative; CONTRACTOR's.: ..................... ()i21 Samples - definition of ... ............... „3.34 general ..... ; ................................................ 0.24-6.2S Review by CONrTP_,%CTOR ... ..................6 .. 6. -5 Rcviciv by FNG . HNIFFR� ............................. - .6.27 . �.2 related Work ........... I ......... ... t5. 's submittal of .. .. ... .... 6.241 ,sybmittat procedures .... ........ ............ ...... 25 hedule of progress 16,18-2:9. 6t6, 6 D. 10.4, 15,1 1 .2 Schedule of Shop Drawing4and Sample Submi' .............................:.6, Schedule of 2.8-2:9,14"1 Schedules-_. Adherence to ......................... 15:il Adjusting...........................................................k.6 Chinge of Contract Times, ........ ................. 10-4 Initially -Acceptable...., .... 1& 2.9 F.Ircliininary ......................... ............................... 2:6 Scopc of-Chanues, ...................................... 10.3-10.4 Subsurface Conditions ......................................... 9. 2. 1:1 Shop Dra%vings­- and Samples, general'... ............................. 6.24-6--28 Change Orders & Application's for payments, and ...... definition of ENG l approval of. „ ,, ,................... 3.6.2 CNrGl-NTEERs re&ponMbility for review.. _,.9, 7, 6.5r4-6. ork related W-- -------- 28 review procedures................................ 2.,N. 6.24-6:28 Article or.Paragraph ,Number submittal required..................................... .......... 6.24'1 Submittal Procedures 6.25 ,use to, approve. substautionn_ ............. .......... _-67.3 Shown or Indicated ........................... ................... Site Access __ ........................... ...................... 7:2, 13.2 Site Cleanliness ........................................ 6.17.. Site, Visits to- by MNGINCER_ ... 13.2 byothers . ....... __ ...... ............ ................. 13,2 .special causes of loss",policy form, in suramr definition L36 Sbeciftitations- defination of, :1.36 .ourcchnical.SociLtics, reference to ...... 3.3,1 precedence .... ; .......... ;; ......... ;; ....... .............. Standards arid Specifications of Tcchriical Societies ................................. .. �3,3 Starting Construction, Before, ... ...... ......... Starting the Work -- - -- ---------- -- '15-2.S Stop or Suspend Work - _ by CONTRAC"I'OR ............ 15.3 Storaue.qf materials and .equipment,,,,,,,,,,,,,,,;;,;,, 4.1, 7.2. Structural Loading, SafeCy........................................6A 8 Subcontractor - Con corning ............... ................... ............. 6.8-6.11 d�fuution o(.,,. 1,37 ciclivs ... ............................. _...,....I..................... 1 2.3. waiver of rights ........... .................................... 6, I I SobLmtractors­m uencral', . 6.8-6. 11 Subcontracts- required provisions .___5;II, 6.11, 11-4.3, Subm ittals" Applications for Payment� ................................. 14.2 M:pnrcnanci, And Opciition'Manuals ...... ........ 14."12 Procedura..s ............. ............ ........ 15 Progress Schedules ., .................................... 2.6. 2.9 Samples ..... : ........ ........... ............... ......... -6 9 0.24- .2 Schedule ofValuLz ........... ..................q 4 .. tj 4j' Schedule ofShop Drawings and'Sampl6s Submissions ....................................... 216, 2.8-2.9 Shoo Drawings ........................... ............. 6.24­628 SubstantialCompletion- 14,8-14.9 -dofmition of. -Substitute Construciion Methods c I r Procedures.,;,.;, I 6; 7.2 Sulistitutes and "or Equal' Items,_ ...... ............. 6.7 CONTRACTOR'S Expense_: ;.0. 7.1.3 ENGINFER's Fvalution .................. 6.7.3 "Or-Equal".................. ......... ............ 6.7. 1:1 . Substhic, Construction'.Mcthods iixmc cirN sLALcoNq)n'ibtis 1910-8 i1490 EDITION1 Wi CITY OF FORT 001JJNSMODIFIGATIONS (Ar.V9MI I Article or Paragraph Numbxr or Pe6cedutes....... 7.2 Substitute Items 6.7.1.2 Suhs-iirfhce'and Physical Conditions-- . Drawings of. in or rclstnig to .............. .......... 4�2.1-2 ENGIINEER's Review - ............................ ; .......... 4,14 general ... ; ........... :­ .1 .... ...... .: ......... Limited Reliance by CONTRACTOR Auth6rizcd ........... I ................... Notice of Differing Subsurface or Physical Conditions ............... .... I_ ...... 7___.4.2.3 PhysiLal Conditions;,._ ............... Possible Contract Doctaments Cham,q ............... :1.2.5 Possible Price anddtimes Adjustments ............... 4.2.6. Rcpot s and Drawings ............ ................ _ 14.2. 1 Subsurface and ' ... ..... : ... ;M ... ; .... ­; ............ ; ... ­Al2 Subsurface Conditions at die Site. ....4.2.1.1 TechnicaLDafs ............... ..... . ....................... _ 4.2.2 Supervision -- CM RACTORs responsibility I OWNER shall not.supervise; . .................... .......... 8'9' ENG MLER shall not supervise,,;;,,,,,,,,,;,, 9.'? 9,112 Superinfendenc.e­ .... ....... Superintendent, CONITRACTORs resident ............. 1.6.2 Supplemental costs. ............... ........................... I t.4.5 Supplementary Conditions-- definiti6n of.............................. ..... ............1.39 principal references to ................. 1,10, 1,18, 2.2,17;. .............. .... +2'z 4-3. 5- 1: 53, 3:4, 5.6754' ............... 6.13i 7.4, 8.11. 9.3-9. t 0 Suppfier— definition of principal references tq ........... 3.7, 6. 5, 6.3-6.11; 6.26; ....... ............ : !­­ 14.12 Waiver of Riahts ........ ... .... ---------- qurety— consent to final payment ....................... J4.12, 1.4.14 ENGrNTFER has no duty to .............................9.13 Notification : :_ ­:10.1, qualificadoii o(......... . ......... ­ .......... I ........... 5, 1 -5. 3 Survival of Obligsticns: ..........................................63a Suspend Work. OWNER -May ....................... J13.10.,15.1 SuspeRsion of Work and Termination-_„- , ...... !_J5 CO,NTRACTOR: N[ity Stop W6rk or Term inate„.,-,,,,__.........._ate ............. 15.5 OWNER&Iay Suspend Work ........ ;,; ........ 5.1 OW NERMay Term ......... Taxes--lisymefit by CONvTRACMIZ ......................... 6.13 Technical Data-- Lim ifed Rclianw by CONTRACTOR . ................. �1'2'2 Possible Pri".and ThifFs A0justments.__, ...... L6. Reports of Differin&Subsurface and Physical Conditions, ............ ................ 4.2.3 .�fv Temporary construction, facilities 4: 1 .......... 17 ......... 7­ Artick or Paragraph Nuin tier Term oration - by CONTRACTOR ............... ... .... .... 15.3o by OWNER......................................... 9:8: 15.1-15.4' of ENGINEER!s emolo�rraeni ..................... Suspension of Work-in general ! ............................ 115. Terms add Adjectivq., Tests ind"Itpec'loas.7 Acce ss the Work, by others.,_._..._ 13.2 I COYMACTOR's responsibilities,.,.,,,,,,_,,,,,,,.„ 13.5 cost of d4 covering Work pri or to ........ ... :13-6-117 ; Laws and Regulations(or) ....................... ...... 0.5 Notice .of.Defects 13.1 OWNER May. Stop Work 13,1 (1 OWLNEWs ind.apend , crit,testing .... ......... ;..; 13.4' special, requiied by ENIGHMEER ...................I......9.6 timely notice required.._.........11....... ................ 13.4. Uncovering the Work. at ENGNT- ERs- Times_ Adjusting; ...................... ........... ......... :...; ... 0:6 Change of Contract.. ----------- Computation of.,, .................. ;.,:_._17:2 Contract Time"efitnition o.(, ,,,,,.. ....,1.12 day............ ............................... ....... Milcstunesl......................................................... 12' Requirements.- appeals,........_1 ...... .................. ....... 9.1(), 16 clarifications, claims and disputes CommOcanaht of Contract [-'reconstruction C6nfcrcncq%.., ....................... 13; schedules.........................................16, 2.9, 6.6 Starting.tho Work 2.4 Title, Warranty of...;- ------ Uncovering Work ......... : ..................... : ........... o . Undergrund Fficilities, Physical Conditions — definition of -I ... ........... o ........................ 1. 41 N N oi.Shown or Indicated----,-_:,:....:._ ........ 4.3,2 piatcetion of� ....... ........... 4- , 6;2( Shown or Indicates,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,, , ,,,4.11 Unit Price Work — claims. 1 9: . 3 definition of,, 1. 42' generall 1.9. 14. 1, _14.5 Unit Prices— gencraill.3.1 Determination for g:l() ............ 1­1 Use of Premises ............. ................. ,6.16, 6.18, 6.30.14 Utility.owneri ...... ...... ....... ?j.l3;,6.20,7.l-7.3' 13:2 (3657,ation, Partial__I� .... _L23,5.15, 6.30.14. 14.10 Value of the Work 11.3 Values. Schedule 0 ...... ...................... 16; 18-2.9. 14.1 LJCM GENERAL CONDMONS 1910.3 if 990 Ei:irnixo wl CITY OF FOR rMLLINSMOMMATTONS MEV9199) Viriationsin Work —Minor - Authorized, ....... Artic1c.or Paiagraph Nituril ber Visits,to Site —by E N-GENE-E R ....................... ........ 9:2' Waiver of-Clairris--an Final Payment Waiver of Rights by insured parties ............ ...... 11 1,6.11 Warranty ancFdua'r'antcc. Gcncral­� CONTRtACTOR n_30 W - wTmLy.ciffitrc, CoNTRACTOR.%,;., I4.3 work-- Access byothers ............ ..................... ......... Change tri,the-I Continuing the ...... ............................................ 6,29 CONTRACTOR _May:Stop Work. Tern'l ina'le, ......... :: .............. ....... 5.5, Coordination of-.- ----------- ...... ......... ---- T4 Cost orthc,...., definidon of., .................. .......... ... I ........ ....... JAI negle&ed by CONTRACTOR'. ....... ............. 13.14,, other Work OWNER -May Stop Work 13,10 OWNER May Suspend Work ...... ......... . .. :13: 10! 15 'a Related, "fork at Site.; ... ......... 7.1-7.3 Smiting ihe' Stopping by CONTRACTOR, ... Stripping by OWNER ........ ............ . ....... 15, 1- 15.4 Variation and deviation authorized, , fii inort 3.6 Work.Changc Dire6tive— clauns pursuant to ............................... ......... definition of ................................... 14 4 principal rc6irences to,,,,,,,,,,,,,,,,,,,,; 3.53" 'Written Amendment -- definition of... principal references 1o,,Iv..­ ... '.�l , Q,�15" i 10 15Al .............(0.2, 6.3.2. 6.1.9 10. 1, 10. 4; Written Clarifications and intcrprctaums ................ .... 3.6.3. 9,4. 9A t Written Notice Required- -by CoNtRA&OR ...................... ....... T. 1, 9" 1 (m). i 1, hy QNIN ER � ......... .......... 910911, I (1, 4;, 11.9 13714 CSJCDCGENML GONDI-RONS 1910-3 1191" Ebrnom W(ITY OF FORT C.01.IJNl MOMFIC,1MONS (REVA91 ivi qiiis pa& lett 615.k- lfiltek[Cinallv), pra; ca-:Nmu&coNL)rfbVS igio-s ED L i 99ii jilom� w, (,REV -)M�)l I Q 0 Q U 0 0 0 I 0 I 0 0 I 11 GENERAL COYDfhONS ARTICLE 1--DE[�'GVITIONS Wherevzrused in these General Conditions or ire the other Contract Documents the followingterms; have the- meaninEs indicated which are, applicablc Ito -.both the singular and•plural therea-li 1.L Addemfd-Written or•graphic instruments issued prior to, the opening of Bids which. ct'arify.• correct or change the Bidding Requirements or the Contract Documents. 13.. .4gregiment=fhcwnaencontract bcrwcn,OWNHR. and CON•fRACTOR covering the Work to be perfohned;, other .fontract'Doc6mc i arc anacheddo the-Agrcerticnt and mail; a part thereof as prow ided therein. 13. -application for Payment -The form accepted by F\GI rEEK which i0o be used'hv COt4TRACTOR in requesting progregs or final, payments and:which is to he accompamcd by .sueh supporting docurncritation .as is required by the Contract Decumznts. JA, :ls6.sros--:1nv material-thatconta n more.than-pne percentasbestos and is friable or is rcicasing•ashcstos fibers .into the air above vrrent action levals esiablacd by the. United Statcz OLtiupatioail. Sa_feh• and,-Hcatth. Admiri6tiatibn. 1 Bed-Thc offer or, prgrmsal of the Bidder submitted on the prexnb&J form setting fonit the prices tot the Work. fo be perforrnedl, 1.6. Bidd6ng Docimiunts—Thc advertisement or invitation to Bid: inatructi6ns.6 biddlcrs,;the Bid fon»,-and. Ithe,piop*d Contract Documents (including ill,_ ildencla. issued prior to receipt of Bids): 1.7„ Ridding. Regniremenu-The, adverthsemcnt or invitaiion:to.Bid: insttuctions'ito bidders• and the Bid fort. 1.3:. .Ban&t Pertbrmunct•arid Payrieal bonds and cxher instrumznts of security.. 1•9. Change, Order —A document recommended by, LNGINM R, which, is, sot ned, by CONTRACTOR and OWNER und'authorizes an addition: deletion or revision in tie Mork; or..m adjust== in, the Ccmuact Price or the Comma Timms, issued bn di atlerthe Etlective Date of the :ireement 1.10. Colitmal .Docimruria—The i\gr6emcii, .!\ddtenda. (which pertain to .the- 'Coe unct . D.durmtma),. C;ONTRACfOF's Bid ('including dlocuructration accompanying• the Bid end -arw'postBid documentation submitted prior.. to the Notice -of Award) when attached as an exhibit to the _Agreement, the Notice to .Proceed. the Bonds, these .General Conditions. the 'Supplementary Conditions, the Specifications !and. the .Drawings.a, the Flf'OCciF:NtTGV;,CONUITI G-:`.�'.i41tFS (t7J0 Eiliciuir. wt aTY orrott'r COLttNS MO IVIC.tnovs ptcv ArtlltoF sortie are more specifically identified in therr\geement, together \•rich all, Wrtten Amendments, Change Orders„ Work ChangeDiirctivcs. Field Ordtm and ENGNEER's written interpretations and clarifications issued pursuant to puragraphs3,5; 30.1 and-3.o3 cat gruticr thc"ElfccUve. Date of die' Ageentertt Shop DrawmS sulgttjtmis approved punuant.to paraegaphs 6.26�imd 6:27.and the reports.and drawings.refirred to in paractoply'4_: f and 4__.are not Contract Documents. 1A1. Contract Pncz-The::monevs payable. by OWNMR to C&NTT 4CToR forcampletion of the Work in aceoidtince with the Contract ..Documents as stated in the Agreement (subject. tU the. provisions• of pamgnpl'11',9.I in the case of unit Price Wort;), Ia'_. Contract firms=rhe numbers of days or _the .dates stated int.the-Agreement. (i) to.achicve Sub aadtial Completion, and 1,") o complete the tVork so that it. is ready f6r.fiinl Tyra ntias cvtdcncgt by hNCiINEER's written recomn endiu u, of Goal payment in acciudance ,with paragraph 14, 13: 1:13- C6M1R,4C7.OR-The•person. firm or corpoiation with w hom t] W NER has entered: into the. Ag'ecmenL 1.14-detkifve—An,adjectwe which whcn'rurdifying the word Work ref is,to Work that . is unsatisfactory; 1•aulty v deficient in- Ihat it does not contort io the Contract Doctuments, or does notmeet the requirements: of any inspection; reference standard, test or approvalreferred to in the Contract Documents, or his been damaged ,prior to ENGbYEER's recommendation,,of final payment' (unless responsibility fo'rthe•proteetion thereof has been assumed, by,OWNERarSuhstanttniCompleiiominaaordan.pc.with pamgmpti lava oc 14AQ): 1_15, Drmv1ngs-The driwings,which show the, scope, extent and character of the W(vk. to be fOrnished'and perfonned by CONTRACTOR and which have been prepared cir.npnroved by LNG M--ER.iifi rw referred to in the Contract Documents. Shop drawings ere not Drawings as so defined.. I.IG• L•fjecnve Dare of the agreement -The date -indicatctl in the A igetaientonw•hirh itb&omcs effective. bill if rug such chutes indict tedit means -the slate onwhich the a\gercment is sijc ed and delivered by the -List or the two partiesto sigriand tl2hver. 1-;17 ENG(tVEER—Thd person; .firm, cr corporation d a ownes such in tfieAgccmrnl. 1,13, EMGIrVFER'i Cmisidtdnt-d person, Mimi or obrporatiun ha%yictg a contract with .EPIGNEER. to furnish, setvrers as ENGENTIER's independent professional i sdt.nate or consultant with respectto th%a Protcet and who is idcntificId as such in the.Supplerieniary Conditions. 1:19, Field Order, —A written order issued _bv ENGINEER whicli orders minor changes in the Work in accordance With paragraph 9.3 burwhich:dens not involve a change in the Contract Price or the Contract Times: l 20. General Regiilremenrs-Sectioris sof Dtvisiun I of the Specifications, I 1. Nazahlom Wwte-Thc term Flazardous.Waste shall, have,the ineuning.provided in Sectlon,1004 of the Solid Waste Disosal Act (42 USC, :Section ,6903)'as amended from Lime to, time: 1.22.a; Laws ,ondRgidations, Law.r_ur•Regrilatiuns-;Any. and all, appliiable laws rules., regulalion& ordinances,. ,tocltt.and orders.of any and all;goveinmaital bodies- agcncidx,authaciliesantl courts havingjurisdic[ion. 1.2'.b. Legal HaUddvs-shall bethose holidavi observed 1:Wthe.Cit of Fort Collins - 1.23: ,Liens-Litm, charges. security interests or encumtirances,ulm real propFrtyor persoml property. 1,24: A, ilagone-,A. principal event -specified in the CbnImct•Docuincntso:Iuting to'dii intermediate completion date or time pridr to Substantial C ompletiM rof all the Wark. 1.25. ,mace iofAward--A, written notice [w OWNER to. the apporcnt.successful bidderstating'tl at un pocompliance by the apparrnt .successful bidder with the conditions prcecdeni.enumerated therein, within the tans specified; OtVNMR willsigi and deliver thc. \sreement. 1.26. :Vatice to Proceed -A untten notice given, by OIVNF.R to cw RACEOR (with 5 copy to ENGINF.F.R) Rrang the date on which.'the Contract Nimes .wilC cornmctcc 6 run and on which CONTRACTOR shall.s_tart to perform, ONTRAG'COR:S• obligationsunder the Contract Documents. 1:21. offVER-The public body or authority; corporation. asso©atitm, firm of prr5nn With whan CONTRACTOR has entered into -the Agreement anti for wh6m: the Work is to be pioiiidea, 13S.. Partial UtiUxfion-Use. by OWNUi. of a substantially c6niptewd part of the Wort: ,for the purp-4w., for which it_ is intended '(or a related purpose) prior.to Sulmmntlai Completion,of all the Work_ 129. PCBs -Polychlorinated biphenyls. 130. Peiroli!um--Petroleum: including. -crude oil tx any Gaction,thcreof which is liquid at standard c6fiditions of temperature ;und pressure (66 de-ices Fahrenheit. and 14;7 pounds per siluaw, inch absolute), such as oiL petroleum, fuel oil, oil sludge; oilrefuses gasoline: kerosene and oil mined with other non -I. Iazardeus.Wastes-and crude oils:. 1 3l. Projeci=The total.conswctiunyCwhich'the'Woik to he piovidcd.underthe 'Contnict Documents may be the whole, or a part as indicated clsewhere"in the Contract .Documents. 1.32:a. 'Rai(oacAve.:lfuletidl-Scarce:spccat;nudrar: or byproductmaterial as defined by the Azomre Enere-,y" }lit of Ejwc itmp.-tt. coa)rnoms tJ sibs' (19,)() EditimI cot CITY Of+ FORT 6UIZ(.�b' VfOOLF7C.4❑ONS IIth1' J n a0a)' 195t (43USC'Section,2011 et. ;rs anairlad'•Gunr .time to time. I.32.b. Regtdur{I'oifirte,Horvs-Regularwoikifig Hours uhi detmW as-_'7:00am� to. 6:00pin unlcss_otherwix. gxcitied in the G,eneral:Reouiiemerim 1.33. Residen1,PnijectReprvsd»(utive=Elie authorized representatiVeof ENGMI -ER dho may be assiEited'to the' siteor.any.part theretE. 1:34. Sampler=Physical e..xamples: of materials,. equipmeit. orworkmanship that. are representative of sand portion of the Wirk and whidi establish the stlndarda by which such portion of the Work will be judged 1.35. Shop Di%n ings-:ill drawings; diagarn% illustiatjoiu, schedules and, other data or information' which are spemficAly prepared or.issemblcd by'or for' CONTRACTOR and submitted by, comrRACTOR to illustinta- some portion 6f the Work.. 1,36_ 5pecficotions-Those portions of the Contract Drxumcritaeonststng ofteTithan technical descriptions of materials, cyuipmem, construction sygcros, startdarris'and workmanship asapgll'M to the Work andccrtiin admin&raLivec uulsapplicabluthereto: 1.37, . Subcdntmcmr--An individual. firm or corporation having a direct contract with comrRAc rOR or with any other Subcontractni.foi the perfbrminca,of,a part of,the Work at thri sitar. 1.31. .Substanddl .Conrpletron-The Work- (or a specifitd'part,thcreol),hasprogressed to the point: where. in the uptnian of ENORMER. as tvidenccd by ENGI3,EE2's definitive certificate. of Substantial Completion. it4s sutliciendly complete, in accordance With dieContact Documents; so 'that. the Work (or specified pait) tut lie utilized for. th ,?pivposes ,for which it is intended; or ;if, no .much certificate is issued, when the Work'. is eotnplete and ready for .final .payment as evidenced by ENGINF.F,R's written! recwmmendaiion of fiml paYnient in,accordan" with paraginph 14,13' Tho terms. substantially complete" and `Work completed" as applied'to-all or partof the'W.ork inter to' Substantial.Cbm pleudntherepE 1.39. SupplenrOrtaty. Condinons-The Part' of the Contract Documents which amends or supplements these,' General Cantliliuns: 1.41). Supplier -a manufacturer, f4666ator.. suppliar. distributor. materialman or vendor having.a direct contrtict with CONTRACTOR 'or with ahy SubCwmrtctor to 'lurnisti.mtueriats'or equipment to be. iacorporaied in the Workby CONTRACTOR or any'Subcontractor. 1.41. Ciiulergrorurd, Facilities -All pipelines. conduits, ducts., cables. wise& manholes. vaults,.tanls, tunnels or other s(ichfacilitirs onaunchmcrits. and any cneasements containing, such .ficiluirs.: which have been installed underground to.fumisli any of the following sconces or materials; electricity. grim steam, liquid petroleum products. telephone or other cmnmurdcatioris„ cable televisicin,..sewage and drainage removal traffic or other. comrol systems or water.re 1,42, feet Fiice :lvork-Work to be mid for on the;basuo of unit prices. 1.43: fE'ork-The •entire -completed construction or the various separately ideiiuGablerts pathereof required to, be furnished under the ;Contract Documents. Work. includes Gild is the result of performing or fumishin3, labor and furnishing and moor[orating materials and equipment into the construction, and perfomririg-or furnishing services: and finishing documents, at] - as, required. by the Cdntmcr Documents 1.44: lKiPc.Change Diivc6&-r. written directive to CONTRACTOR, istiucd on or after.tlie EQi-etice Dafc'of thc. Aerccment and signed by OWNER and rccommcndcd by 2�GINEE2.vrdcnig an udditi6n,_deletion or revision in the Work, or, respmrdirm to differing or unforeseen physical canditiont dialer" which the Work is..to be performed as provided in pxarmoph 4:2or 4.3 or. to cmcrgencta- under Mngraph &.2 4 'Work Change Directive will notdiarige the Contract Price or the Contract I'imes.but:is cciidenee thattho particsr eiaiect. that the change -directed or dixumenfed by a. %Vonk, Change: 'Directive tvilt':bb'utcorpor5ted in a. subsequently. Ghangc Order following negotiatints by ilie parties as in its affect, if am, mi the Contract price or Conttnct 'fames as provided.i_ , . aph iCt2. 1,45_ Writiar Amerubnart--A written amendment. or the Contract' Document-, signed ' by `OWNER .and CONTRACTOR on or nt&r air Effective ;Date of the agreement and mineral ly dealing .with the �nonengmcci in' or nontechnicalrather' than. wicO eciistructiori-related, acts or the CorameL Dsk,-uments, ARTICLE 2-PRELLIQNARY ::%LATTERS Delivery of Bbrids: '_:L. Whem CONTRACTOR delivers. the, txecured A�recments. to ,01VNE-R. CONTRACTOR, shall also - delim to OWNER such (7incls as CONNTRACTOR army Lee required to furnish iri eccorikance with paragapk is{. ,Copies of Documents•, 2 .Oi4wER shtdl ftimish to C0\71ZACTOR upto ten copies (unless, othcrwaic specified in'the• Supplementary Conditions) of the. Contr u"t Dsietiments as.are reaoonabyy necessary for,the ew:cution oftht- Ww ,,. Additional' copies .will be furnished, upon request: at tVoost of repioductiuri: Commencement of Contract Tbn6,-.,Vorice to Procieit The Contract Tinieswill commence to run on the thirtieth day after tha Effective Date-of'the'Agwmenq.or, t:rc:occrmrrx.u;.cnuurnQv� shuts t17rn eintfuu ,at CITY OF roar COLLi NS.touter CAnorrs tttry •ta000i if a Notice to Prciceeilis given, o» the, day indicated in the 'Notice to Proceed ANotice ,to proceed mny.be gM:n'Ht Any time within l irty days alto die Effective Date of,thc ,Agreement. r—�..-.._�...--.".: .:�E-th�i-C=h;ri�aet cries cam;nenseate-runt-leteF-tlism•Fhul,'rr�iiet`tiay-aRa�thn�la} .of Bidmopenai--oFthatFtirtieth-Jev attar-tha Ff(cetivt_I3ntz of tha•rlgreemenk-whiehevei�dalrisrarlier: Starting the Wvrkti 2A. CONTRACTOR shall start to.perfong the Work- on the &ic when the Contract Tim es: commence to:run, but no Work slmll be doru-at the site prior td the date on, which the Contract Times commence to run I7ejnre Startvig F.nnstrus7irin: 25. Before undertaking each .part. of the Work. CONTR\C'COR' sluff carefully study and compare the Cgntnict Documents :and check. and 'verify perrinent .Figures shown tfieregn and all applicable Geld rtieasuieriientc C'CINTRAC:TOR shall promptly' report in w'riting:to FNUMERany conflict, crror, ambignity.or discrepancy' which •CONTRACTOR, may discover and shall ohtairra wrincn intcgiretatwn dr•clanhcation.frbm- FNIriNFFR helorc proceeding with; any Work affected thereby, however, C,ONCRAGTORshall notbe'liable' to OWNER, or F.IIGINF,ER for t ailurc to NlMdariycorillict, error, aritbipuii}' ,or, discrepancy In. the Contmct Documents, unlem CONTRAC'I'M knew'or, reasonably should have known.th'ereof., 6_ Within ten' days after the EtTecuve, Date of•(he Agreement (unless othcrnbisc speciUd in the Genial -Rcquir-gents), CONTRACTOR. �lrall submit. tit. ENGINEER for review: ?--.6;,f, a preluainary^. progress schedule indicating die limes Cnlimbers; ofdays,or slates) for swrtvtg.and completing the various stages of the Work; including MY. %lilestones specified in the Cantmct Docintients;. 16:2. a preliminary schedtdcofStiopDhwingand Satiable' suhmiaals which will list lack required submittal and'die times for.subntitting, ieview'irig and processingsiichsubmittat - M2.1. Inno cue- will a :schedGlt=be acceptkble whichallows less than 31. calendar days for each review by Eneineer. 2.6.3. -,preliminary schedule of vulues�for,all of the Work which will ircluda quantities mesh priers -of items agy>rr�a an the Contract. Price .and mill subdivide the Work into component parl.s�in sufficient slelad to scnve as the .basis for. pro'rgress paymen-' durmb curistruction Such prices will include' An appropriate emount ofoverhrad and proGCapplicable- tP w6h'itcni of Work 17.. Before :any Work at the site is started, C0N'fft4C'1'OR-ariXAV1 Mq shall eiteh deliver to iiie edieF OWNER with copies. to eeuli addi[ens�vsxed ideiuJ.'",'�-.A „- ,L - -p^ ;ea;at , iipAitiens FNGPIEFR certificatas,of itiuirance an other evidence of innirance �i iTE}IZF—Br- the - �-'FEFFY i9iY3i-iASU72d—fi1R1` rtaseneblF—rcgrtest reauesteil by OIVYER7� which C0\1'TRACLOR _ s requ red to. purchase and .maintain. in' accordance with fmrpooiphv d-_SCi.wrldt5-7: Pr•e conitru cl i on Cod fort n ce: ^:8. Within iweniy. days after the Conttact'Times star to riot but. before anv 1Vork at the :site is starte, a cohfiirenEe: aRrnded by CO\TRACTOEt ENGI tER and oit as as: appropriate will be- held to establish a working understanding among the parties as to the Work and to discfrss the :`hedulas referred .to' in, paragraph2.6, procedures fa handling Shop Drawiings and otlxir submittals- processing Applications for 'Payment .and maintaining required rceordi InkiaQV Acceptable Sebedulec 2.9.. Unless otherwise providedin the and-othas.as apprbpfiate designated by OWNF,R. will lie held to revienv%r aecepLibility°to$NGINF`.ER as provided below the seliedulcs submitted at accordance with CON ERAUFOR shall havc an additional ten days to make corrections and itdjusttnents and to complete. and resubmit the si:hedulcs No progress ptvntcht scull he -mad,: to. CONTRACTOR until the schotlulcs are submitted to and acceptable to ENGINEER. as provided. belciv. The Progress schedule will'be acceptahle to F.NGrNEER as providing an orderly progression. of pie Work to completuin-widiin any, specified A4iteslones and the Contract Times, but sucfl acceptance will neither impose on ENGIi`'EER responsibility [`or the 8equencuniv, scheduling or progress of the Work nor interfere with or relieve COtt'TRACTOR, from CONTRACTQR!s fulli responsibility t'nerefar. CONTRACTOR'; schedule of Shop Drawine and Sample submissions will be acceptable to'Ii1Gf4FT: as providing a workable arrangement for reviewing and :proceszirn3 the required 'subuninals CONTRAC OR's schedule of.vil6es will be. acceptable to INGLVGEResu; fariu andsuhstancc. ARTICGE'3—CONLRACr DOCLJ,,N NLS: hNrENLi ,VNIENDLNC;, RI -ME' Intent 3,1- The Contract Documents coinprise the endrd agcement. between OWVTR :and CONTRACTOR cOncerruhg dui Work. The Contract Documents ..ore: tromplememary: what is called for tiy'one:is as binding ss'if calla! for, by u1L The Contract Docianents will' bk construed in accordance with the lave of the place of the Project. Ft is the iniera .of the Contract Documents :to FJCDC UFNMV, mzuv I oiS L1 tUw It @9y Etlitim I. tvl CITY Ol+ voltT COLL[:.S _\t06[PICA'11ONS I MV -V2000P .describe a functiaittally.wmplcte Nece (or part�thereol) ,m be constructed in nccordance with the Coniract Documents. Any' Woikth ta mataials or equipment at may reawnably be infe.rmd !iothe Caritruct Documents or •(roan prevailing custom or unde usage its being required to. produce die intended' result will be furnished and performed whetheror not specifically called for:. When words or,phmses. wluch.have a well-known technical or construction industry ;or trade mcming are used to dm-rib". Work: materials or equipment such words or phrases. shalt be interpreted :in uccordutuce with that meanirug. Gleriftcations.end amerprclations oC the Contract' Doeurtients shall be issued by FNGfNF.ER as provided' is .paragraph 9.4:, 3.3.i .Iteferince; to -Standards mid SpecifecauYnn:v,of- Technical So'cielies; Rep&dig, aAd Ressileing: Uiscrepaitcies: 3.1I: Reference to standards, specifications, manuals or -codes olany technical society. crgahietion or association, or 0 the'LaWS or Regulntions,of'arty governmem11,authority, whether such relcrencc be ynclhe or by, implicngort• shall, mean the .latest standard, :specification:. manual,. code or I.hws,;or' Regul'atioris in•efl'ectarthe time of opening of.$id4 (or, on the FiDicnve Dare of.thc Agreement'if ureic were no :Bida), eccep[ as they• -be.: otherwisa, specifically smicd in the Contract Documents. 3:3:2. If; during the performance of the Work, CONTRACTOR' diseovprs any- conflict cnor, ambiguity or discrepancy within the Contract Documents or between the,.Contma Documents and any provision of any such Law orRegulation applicable 0 -the pert'ortitauice of the Work or of any such %Ium LrtL specificauon, inarmal, or 60de it brany tnstructior of any Supplier reterredao in paragraph 6_5, C'ONTRAC 0P. shall report it, to EAIGFNT- R in writing nt once;ianti CONTRACTOR shall not { roceed with die NW k affected thtrehy (eecep in an cmerjznc}•.as. authorized by pameraph 6:33) urnil an amendment or supplement to the Contract Documents has .been issued by one of the methods' indicated_ in p Mgraph 3:3 or' 3.6, provided, however; that CONTRACTOR shall not be'liable to OWNIR oe EINGNEL•R for failure to: report any such conflict error. ambiguity or 'discepancy unless M\IIR,ICCOR knew or r asonably sh9dld'hirve. known thereof." 33:3. Except as uthermise-specifically sialzd in the Contract Documents Or as may be provided by .amendment or supplement thereto issued by one of the. methods indicated. -in pdmtnttph 35 'or 3.6, .the proisiors. rib the Contract Documents shall', take pmccdatce in resrN,ing any conflict •,error.arnbiguily or discrepancy between the provisions of the Contract Ducumems and.' 3.3.3.1. the provisions of any suchstandard, specification. manual: code. or instruction Cw•ha her tr rioGspecilically incorporated by refercricc in the. 'ContractNcuments); or I C I I 1 11 n I I I I I 1 fl 3,3.3;2..the prgvisirins of any such Laws of Regulations .applicable to ;the: performance .of the Work (dnlcis- such: an umerpretation of -the provisions -of the Contract Documents W_ oul&rdsult m violation of such Law OF Regulation). No provision of any. uch standard, specification, manual - code or irotruction shalt be,cllcctne to change the duties and! responsibilities - of CAVNER2, cbm,i A.urOR. or FSIGINEF'(Z,nr any at' tMir subcontractors, consultants, adepts orremployees from those set. forth yin .the Contract 17ocum, mts, nor shall it:be- effective to assign to 0WN SR,. [WMNEERoranvUENGMER%Gorisultarits agerts6r emiployees any duty _or authority to'srperiisc or direst the tumishing or performance of the 'Work or any duty, or authority to undertake responsibility inconsistent" with the provisions of maraaranh-9,13 of any otherorovisjon of the 3.4_ Whenever in die Contract Documents the terms "as onfered „'as. direjcted`"as required"; "as •allowed^, "as approved" or ierins of like C' Mact or impart are ascd!'orthe cir "Satislactory" ur adjectivesoI IILe' ettcct or nnpurf are used to &scribe a eequtremcm, direction, review or judgtteotof1 R_GN=,R:as.to-t}ie.%gork,itisinteniled,that such raquvenunt: direction, rcvitiw or judgment will' be solely to evaluate: in generaL.,the completed Work for' compliance with the requirements of andinformatttm'in'the Contmet Dovitmertts.and confomtonee with, the-Aesign concept of the conifilctcd ProjeLt'as a.t'unctioning.vvholc m showm or indicated in d e Convect Dwinients (unfess iliere is'a spet:tuc stntenjrnt trxlicatit,othenvise). The use of any suchterm .or adjective shall not be effective to assign:io DI'd MER any duty or authorityto supervise or direct the f rniuhing or perfunnance of'the Work or any duly or. authority tc undertake raponsihility contrary to' ;the provisions of paragraph 9,13 fir any other provision of the Contract Ducuments., lir+enr6ng and Supp(ernartuig,Corrtracr Dwitmennik. 3.5. .The Contract Doeummfs may be amended to provide lor,additiorv, deletions,and revisions in the Work: br to muddyalic Terms anil.con8itions'thereof in one,or more of t efullrnving.vvays '3,5.1., a. formal. WrittdaAmcnd6itertL 35).'1 a Change Otdcr(prusuam' to paragraph 100);. or F:i(;pC'(iF.'NEIGV:,GONUt'i7G�S't91t1.4 (I7)4 Eilidiail a'/ r3'rY OF FORTCOLLI NS MOD IFICA, OV5(REV-16h)aj 3.5;3: .a Work Cliinge Directive' (pursuant to paragraph 10.1), ,3.6. ii , additii tt the .rNuiidmdnts. of the Cohtract Daumcnts may be supplemrnted.'and minor vuriaiiorm and deviations. in the-Worlc.may be authotized, inoiw'go. more of th'eTyilcvving,vvays: 316. F. A Field Or& (pursuant to paragraph 9:5); 3:¢,3: bNG' rN'EER's approvtil'of a Shup Drtnvirig:a 'Sample (putsuaniio�paratgaplis5:26 .uu16:=7). or 3;6.3: .EVOWEER's written- interpretation or clarification (pursuanttoparngnph9.. ' ' Reuse, of Durunrents. 3.7. ICONTRAC-rORL and any Subc6htmctor or Supplier or other person or 'org,•tnirttion perforating or Curras}ting, any uC thc,.Work under n, direcL.or indirect wntract with OWNER (i) shall not have or. acquire any tide to or .ownership .rights .in any of. the Drawings, Speciticatiolis. Ur other documents (or copies or any thereat)iprcprcd by orb cning ihesea ,ot E`NGINF:ER.or •FNGWI F.ER's Comulta rt _and (ii).shall not ruuc:any of such Dnvvings, Spcciticahorts, othcr.dncuntents or coptirs. on extensions of the Project or any other project without written-consem of OW?7ER and IMNI G IL'ER and--.ipecifie ivritun verification or "adaptation by HNOINEFIC ARTICLE a--AVAILABTLTTt OF LAODS; StiHSURFA(F.. NND f MICAL -;CONDITIONS;. :RF.FF.RKNCE POINTS, vaitability o%Lhnllsi 4.L'OWNERshall fiiraKJi,Rsindicated in:the Conrrna Documents, the lands ,upon which the 'Worl is to be performeeL ricjtis of-vvay and easenierus. for access thereto, and such other lands which are designated .for the not of general-apphciinon but specifically related to vise of lands so frunie- Cd vAih which CONTRACTOR will have to comply. in pertorriing the Work. Easements 'for permanent structures. or permanent ehtmLes .a cxisting hrcihues will be oblained and paid for by C)1NJGR.uruess otherwise provided in the -Contract' Documents. if CONIR;%(-TOR and OWNER- areunable to ugrec on entillgment..to or the amouru or extentof any, adjustments in the Contract Price or-the:C,ontract Times as a result of any delay in 0. 4K ER's famishing these- lands, rights':617- vvay or casements, -,CONTRACTOR may makea claim therefor as provided in Articlos I and :II i M*011 M.[1IQ0,111 INVITATION TO BID CONTRACTOR shall provideIor atf.additibtal lands and acres 'thereto that' may he requirial. for demptimrK eotutiudion facilities wi storage cif •materials arid - equipment. JSiibsurface and /,'hhpaol Condfionne 4.2.1.. Raparti and Orawfngs: Reterence'is made 16 the Supplementary Conditions for identification oti, Su6.ivrf9ce Comb�tions:. Those rep6m% of• e ,ploralions andlests oC su surCacB cond ttons at or contiguous to the site that have been,utilimd�hy ENIGfNMEIR it preparing the Contract Documents:: and' 4,2.1 2: Piwsica7 c9ncatiunr. Those dmwinas of physical conditionsin or rclating to existing surface, ur.s bstrface.struuttua at or crntiguous to the -site lemcpt Underground Facilities). that . haves Ixcn utiliial lif ENgNEER :in preparing the Cottract Documents, 4,212: ibnired,Relimicz-by,'CON(Tt9C7UK- durlxirrred• Tecintica!',patd CONTRAG'LOh.-may rely upon. the genet' Paccumcy of due "re% nical'.data" contained insucK rcpans grid drawings. but such reporL&and draN6ngs aro not Contract Ncutneois. Stich hcehnical dam" is identified in the:s'-pplemeniaryConditions. Except for such reliance on such "p:chnicai data"; CONTRAC'TOR. may not rely upon or make any claim -against OWNER; ENGINEER or any of F' gGINEER's Consultants with.respect to: 4 �.2. 1,- ,the cumpletencss of-sueh' reports and thnwings for CONTIL\CTO . prfic es,. inchiding, but not.lunied 'to: ,arty aspects of the - means, methods, techniques: 'scquences - and procedures of construction to be .employed- by CON`TRq "COIR and safety precautions and progmitis imident thereto_ or ^_ 2.2, other data, 'interpretations, opinions and information contained kin such reports or shown &-indicated insu6 drawings, or 42.13 .any CONTR:\(.'FOR initerpretation.of or conclusion drawn from.-any"'tectattcai data'. or any such data, interpretations, opinions or tnformation. 4.33: Notice. of Dr[feruig" Su5stir[ c•e yr. Pli3sicat Conditions.. IF CON'CRAE;FOIi believes thatany suhriuTfaca or. physical condition at or contiguous'Ju the site •that is uncovered or myealed either: 42.3.1. is'of,such.a nature as to establish that any "terdiracal data" on,which CON7,Re\CTC7lR is. entitkdlo rely as provided in Paragraphs 4:2.1 aril '4'.= ^_ is materially mauticate. or 4.2.3.2., is of such ii -nature as (o require a, change iri the Contract. Document_% or 4 _33, differs materially From that shown or EM)CUENULALCoxtano,N 19104tt94VEteiim; �rark•osrotit coc�,a �tooutca'riousttievan_annt' indicatctii'in chi C iattract L3ociimerit5,•or 4.114. is of an u usual.rmture, and diffii s materially from; conditions ordinarily encountered anil,gcnemlly recognized -as inherent in work: of .the clmmcter provided for irk the Contract Daum tints: thin. CONTRACTOR shall;, pF mptlr immediately :after becoming aware thereof and before Further disturbing 'conditions affected thereby or performing any Wyrk in connection therewith (except in an emcngency as Vittod by paragraph,623), notify OWNER,-.and NEER in writing about .such condition, CONTRACTOR•shall nni Bather disturb such conditions or perform any Work in connccton therewith (c�e;cpt'as, aforesaid) untilreceipt of wTitten oiler to do so. 4;2,4. EUGLVEER'r Review; EUGIruEER bill promptly review the pertinent..conditi'ons, determine the -necessity of OW'NER's oWining udditioral explbration_ or tests with respect Ithereto .and advise 0WNT.;R. in writing (with aropy to CON'rRAC.TORl of ENCiINF.ER's hndmgs and conclusions, 4.23: Pocyibte Contract ',I)cvuytena. Change: IF FNICINEER concludes. that a change in die Contract Documents required as a rusulL of a condition that oietits one or more orthe:catcgorics n.ParagraPh'4 13, a Work Change Dirccfiw or a. Change Order Mll he issucd,as provided in Article tit to, refldcr and docdment the .consequences 4f such diapga 4.i 6. PoVibje Price and '•i"on:es ,§ysntxnas: An equitable adjustment in the Contract Price or in. the Contract Times, or both.wdl be.allowcd to the extent that Ww csistcncel of such. unc&credAr rcvealcd.condition causes an increase or decrease+ui CONTRr\CTOR's cast oC.or time aequ!red ton pertormance.o( the'Work: subject, however; to the tollor3iogv 4.'4..I. such condition must meet any one or more, of. they , categories 'described ;in pa6gmphs4'2,3:1 ilirough'4.2,3A, inclusive; 4.2,6.2' a chariot in the ContractDtcuments pursuant to paragraph 4,15 will nut --bc as automatic authorization .of nor a, 'condition pr2ce hait.to entidenient.loany such adjustriient, 4.'2,6.3- with-respeLL to Work that is paid for an,u. Unit Price Basts. tiny, adiustmcra in -Contract Price will he subject to. the. piuvisioris of paiagaphs 9! t 6 and 1 1'9: and 4.2.6.4. CONTRACTOR'shallnot be.entitled to any adjustment in Contract Price or Times if. 4.2.6:4.1. CONTRACTOR knew of the ,existence of such conditions at the time COMR:ACTOR .made a final commitment to OWNER' iii respcct, of Contract Price and Contmct'I'imes by the I tsubmission of a bid•'or becoinuig,boiind 'under a negotiated cormr ci; or, ' d? 6.4 2. thi cxistencc of such I condition could reasonably have biri 'discovered or revealed•as a result of any. •examination, in"Wigation4 exploration;, test or study of thesiteand 'contiguous areas required by the Biddirig. RequuemrnIs or Contract Documents to he copchicA.xl by-ar for CONTRaCTO2 prier to Co\rIP:\CTOR'.S•making such linat ,commitment; or, 426.43i CONfR 0*0R. failed to give the'wdttcn nonce within the time and ' bus required by pantgruph 413. 1f OWNER -and M\FfRACTOR are unable to agree on entitlement to or as to the amount or, Iciieyth of any such equitable adjustment m the Contract 'Price or Contract .rune—, 4 claim may be made therefor .as proyaded ,in Articles It and 12.. Howevc r ONNHR,_ hNI OLUFER and FAIGFNNEWs 'Consultants _shall not be- liable- to CONTRACTOR for any elaims,'a*s, losses or damages ' sustained by CON—rRACTOR on'ix at cofmccuon witb,ahy othcrprotcet or,anticipatcd project I 4j.• Ph[nicalConrhn6ns--L%n(l4i6&nd.Ftieiliries: 4.3.1. Shniin or hiificaredr The information and data: :dirnm or indicated tn.dte Contract'Documents with rQWect to existing Underground .Facilities+ at or contiguous to dic sate is based on Information and darn. Iurnisiied to OSVNFR or FWMNFFR: by the owners of such Underground Facilities, _or by'others. Unless:it is otheTtvisc expressly provided to the ;Supplementary. .Conditions: 4 3 1 1_ OWNER and ENGINEER shall not be ' responsible. for the accuracy or'.co'm pleteness of any' suck inform ation or data; and 4:3.1.2, The.cost of alf of the following will be 'included in the Contract PriceandCONTRACfOR "sFitrll have full rrTunsibility for: (i) reviewng.and checking all such information and'dim (ti),locating' all Underground Facilities shovin•or indicated•in.thc� ContracP Documents,(iii) coordination of the Work. with the oimers of such Undirjloimd Facilities' duinnij constructim and, (iv)the safely and protmtion• of all such. Underground Facilities as provided' in paragraph 6:20 and repairing any damage theretorebultidg from the.W.ork. 3r?. .Uot'S7ioayrror'Inifiruttd HanUndergrptind Ficihry is uncovered W-r vemed at or contiguous to. 'the site which was not shown or indicated in the Contract Documents.;CO\t'rRA( TOR shall prtmiptly immeduttely after becoming aware daixeof and before further disturbing conditions affected thereby' or - Performing any W irk. in connection thaow ith (eccept in •an emerg.ency as required by paragraph'6.23).. identify tlieowner of such Undergound Facility and EXI)COENU(AL CONDI'176M 01" (0941 EaBtiuil wt rl"1Y OF FORT COLLI.^S NIOUIFICATIONS (REV •I R000) �l give writttri notice to that owner and to 05WER and L-ldL mm• _ ENGINEER will promptly review the Underground Facility and 'determine theextent, if, any, to which a chance is required in the C6mracr Documents to reflect and document the consequences . of the existence of'The Underground. lacilW. .If Ir iGI]NEER,concludes that a"chmm in the Contract' .Documents.is rt:quired. a' Work Changc Directive:or a Change (later will be issued as pruvidedin Article lit to reflect and'ducument such cortscquenccs._ •Durutg such time. CONrRACTO.R shall be responabir• for the safety mid protection of such Underground Facility as, provided in. paragmph6.2ti_ C ONTR L-rOR shelf be allowed an increase in the Contract Puce or an. e.^dasion ot. the Contract '1' mcs, or both, to the extent that they are'attribumblc to the existence of any Undert, o"und Facility drit was not shown or inilicaud in the Contract Documents and that CO\rrRACTOR'did not know of anti could not reasonably have hen expected to be aware of or to have amiupated If OWNER and CCNTrR-%CTOR are unable to agree. @n entitlement to or the amount or length of any•such adjustment in Contract Price or Contract Times, COINWCTOP,may, make a elaitn thcrcfor ns providcd.inAmcics I I. grid III. 11mveser, OWNTR; WXNEFR and ENCrINFFR's Consultants sNA not be liable to QCjNTRACI'OR for airv', claims, cost,_ ossciv 6i damages incurred or sustained by CONMACTOR on or in+cornectiori with try.otherprojeLtloranticipatLAproject 'Reference Pointy' .4I4. OWNER shall provide cnginccnng survegs. to establish, reference pointsfor construction which t in xFNNGDMER's judgment. are necessary to' enable CONTRACTOR to proceed with the Work, CONTRACTOR shall' be. respatstbte; for laying.out the, Wat shall protect imdpreserve the established reference points mid slitll make no changeS or relocations tviihout the prior written approval of OWNER 'CONTRACTOR: shall report to ENGINEER' whenever any reference point is lost or. •destroyed or require relocation because of necssary;change& in v,,radec or locations, and shall'•hc resportsible•for the accurate .replacement or relocation;of' such reference poants" by professiunadly qualified personnel. " 4.5. Asbeilos, PCBr. Peiro(eim. flayrdbus Wince or RadioaciireMaterial: - -- 4.5.1. •OWNER shall be responsible for any .Asbestos, PQRs,. . Petroleum, .Hazardwc; Waste or Radioactive , - terial uncovered or revealed at the site which was not shown or mdicatEd tn'Dnrwinro•or• Specifications or identified in the Contract Documerts i.to be Within the scope of the Work,idi_d which may present a'substantial ilanuer to persons or. property expiiseil t}ieretu•in connection tyidt the Nark at the site. OWNER shalPnpt be rtspimsible fur any such materials brought -to- the -site by CONTRACTOR. Subcontractors Suppliers' or anyone else for whom -CON1TRXCTOR. is. reRonsible. .7 I ..w tc.Lr._r,-_*XDS APP LNSU.P_,)NCE: Perfomwnce, Payarvil and Oth-er, B'qnA- 5.1. COMMACTOR%shall ftaTash, Performance and •Payment BovxK,cach innnavuount,at,lea5t equal to the payment.of all. - CONTRACTORs obliptions under the 'Contmet Documen-ts. These Bonds shall rctriBin in effect at Ic"ss"t u out I 'one 'y_�­r after 'Lh e'l- ii'�&n fGal payment' .becomes due. except as'provi&-d othenvise, by, Laws or Regulations or by the Contract_ Documents. CMURAM"OR shall� also kinnish such. cther;&Ms as arc required by-tbe Su�plcrn�ntw-,y Conditions. A)] Bonds shall be the form prescri6ed bytficCoritraci Documents ,-wept as prbvidod oLhLnvis: b),Laa% cr Regulations and shall be.t=cutcd by, such surctics-as are named in Lhc, current list of 'Companies 'Holding Certificates. of Authority as Nxe and as- ptable Sureties on Federal B�nds Acceptable Reinsuring. 4 . Comparues as. puhIIShed in' Circular 570 (amcr"A by the �Auda Staff; 8urcaut of Government Firrmcial Operations, U.' S-�Treiisury NNrtmcnt All Bonds signed by nn,.agcM must he acc6mpariiqd by:i certified copy of.sueh agent's autlw6ty 52, 46 the surety oft any Bofid tiarfilshd by. C(x\QRACTOR',is declared .bankrupt or becomes insolvent or its right to do busirim is terminated -in any state when an-'y part of thc,Prqject is I&mcd;o' it ceases to mea ilk'requircawnts,of paregraph'51, CONURACrOR: shall within *tcn days LhLTLnftcr substiaitz another Bond and %U'rcty,,both'uf which in . ust be acceptable to OWNER. 53. Xicensed Surifies and Insunh, Give fifzcate_v of Insurance.% 5 _30. AH Bonds :and' iiisurence rcquired,by the C O.ftlrirct ,Qocumerus to be:purchdsed iind maintained by' ,OWN ,OWNER. . m. of co,,vT RAkfTbw shall be, obtained -from surety suor uran . cc companies that are duly licensed ar'nuffiori;,,�d in tWiansdiction in 'which the Pr6jeet is located to isue.Bonds or iraurance pokia_s for the.: liffi its and 6overjgesscir&juiicd Saehsajrety and' insur�i* wif1pames shall also, meet, such additional requirements and qualif-Ecati-cos as may be pr6vided i.in the Supplemen_tary.Condiddris. 51111 COINTRA&OR shall dcli4ci.to MWER, t6 iri the SUDDIC . miium -Conditions, certificates of insurance other evidence of ii>staancc ER or any other, addkiMal� 'RACTOR is rcquired to purthu oidunLe with iximea-pit 5.41 pray : : L: 4 1 1 1 _ eun+ {Mrrn ieviw-!;� Rd- 8 ;it CITYOF FORT I I I 'COATRACTOWLialX fi(V insurance: 5.4.10, alclude contractual. linblfity insurance. covenn -CONTRACTORs'.,indemnity obliLptiois 5.4. CONTRACTOR shall ptimhaso and maintain �uch - tLhd&pAiHgr-apE�N6.1�6.[6aW-6.31 Lhimgh6.33- liability and other insurance­�as 13 ttppHiprik e tar .the AV6rk: being ertlorined qnd'furmshed and is will provide 3A.H. cohrain'-n provision or andors-ment that the protection from daiins set forthbelcAv4hich may' arise out coverage afforded will not be-camelled Matc-nivilly. of Or result fronx COINTPLA(M)R's pfff6rrtance and charged Sir rmc%vql refused until at least thirty days. fumishing, of' the'Work and COTYMACTOR's other prior written notice has been ,giVcrt to OWNER and obligitiom under thti C6ntract Dbcum�cnts' whether it is,tu CON CRACTOR--and to each iothcr uddrtionalui:SLT'cd be performed or tarnished by COINITRACT(QB. anyidenOtcd - in the Supplementary Cqndiii6m-,to'whum ' �uk by anyone directlly or c_nu'-'dc'tc'r_ or or M, been' -7issu e_d'(andLh__c a. certificate of insurn C lais employed by iny,of th,,,tn jierform,or furnish" indirectly� certificates of insurance furnished by the any of the Work. or by anycne"fci whose nets any of them ' CO URACTOR pursuant to paragraph 5.3.2 Will -so may he,liiible:, priovide),-. 5A 1. claims under workers'-,.vmpensation. dLability ..4.12: remain in effect at Icastunid'Erial payment' binefitsand ocher.shilar cififiloyleellicnefit cim and atall LiMCS thereaficr whm CON' r RACTOR m?t Z6 - be coki-&Lorg, removing or rrplaci;� kfe,�In-4- SAJclaims for damages because of hedil injury; lath in accordance �vkh pangraph 1112, and occupational sick-itim or discase.� or of. cogrPACTOR'i cmpfoye�' operations MAI. With respect to completed' o d Insurance, an any, insurance coverage written on. a 54.I claims for damages because of beclily injury, sickness or divasei ar'death nPiny, parson 6ther.thin clainismad� hasty, remain in etfecufor. at least two vea , mailer firil payment(endC(NTRA(MOR shall 'Varnish OWNE.R1.4kd,crick other -additional insured identified in the Supplementary Conditions tomhona a certificate or imurance has,bLen issuer! evidence I" Wit .3 satisfhaory to OWNER and any su6 vidditional 4n 'oQMS3 insured of continuation of such insurance at final to-e mient and one yOr thereafter):' CONTRACTGR, GF �j� by- at., ­_­_1 1- 11 OWNEW4 Lia6ility Insurarice- 3.4.5. Iclaims for damage-, othei than to the Work- '5.5. � -in addition -to, insuranec-rcquired to be provided . urv.to or'tif tangible itself .- because of . uij destruction I .loss-. I by CONMWTOR under pamgraph 5.4, OWNM it p r9r . �_rty wherever, including ofiusz- dWNER's op kirk. may p6r6asc and 'maintain at irmtring therefrom. and MVINER's expenseOWNTER's own llabiliq, insurance as ' will protect OWNt A agitradiiinis wfilch may arise from. 5.4.6_ 61iiatat for damages of bodily injury or operation under the Contract Documents, .because deialt ofnfiy per d -,t of person aalagcam�uigou the Vw , nersh:ip,_ maiitlemirice or use 'of any motor Properrl,Yiqumncc vehicle. The ,policies .-of insurance so require-.J by this. paragraph ,5A conditions'-0 ............. WN 0,:s) Will, w be purchawd uhd maintained sIxill- prepeft.yl . . . . . ­.... atthe'sitein '&Hff-R*tf& 54..7. with respect to Litsur-ance required. by deductibl+ m - ay­ba--priwiddd­-in—did Paraaraphs'5.4.3 through 5.4.6 inclusive and :5A.9, I td-by-Lawii-artd include - 'as! additional 'iruaiieAs (subject Ii37 any (xistomary ml6sidh in, respect ti( pi-o(es,,66fial liability), OW:,Ih&. UNCHINEEK' ENODIEEKs* SG F—include—lho—fraeresis—irk=—C-?WNER; 'Constiltarits and ariv uther.persom or cntitiesidentified su�a_ A M_ P ;QDMgR in the Supplementary Condititira,all of yyhom shall be P F50R,�-U listed as additional msure&-, and include coverage tier the respective -officers and •em.plo yees -of all such to andshall-b"Ste4ii, .5.4.9. Zridlude. the specific wvcragcs and be wriltcn for not less than the !units of liability picivided in the ep Teiiiial C&xlitiom o required. by Supplementary r re Laws or shiill,81-1 skill IR-9 PF RcSulati=, whichever is ctreater, 5.J 9, include completed.ope MuorLI insurance;, ....... ...... ...... U(MCOLVEY-ILL COND11110MI19 I o3 (ig,)g E66"ij wl ary OF FORT COLLINS MAJDIIICAMO\S (rciiv .12. Otto) con the �,tien aeeasiaRr I '-,-q 4iwi Regp_AH6u;t& ffchiiecla� tad .11 ot# erg a a= rr wRt rt =bY, ,R ww ,thin 4; - .9- OWNTER shall not be. responsible for p=hasing and maintaining any pruperty ihm iancc W protect the interests of CO.NFMACTOK Suboontiactois or',othirs ire MHY speuiitl Orly HIsufafic? p4ieies ffev ded unjei .3F a 00\ Q IIT �haRIs GAF ...... �A e4 drnent��or to .Z,!- - -1 un .. _; .- � . - - lrl wt CITY 06 PORT cmw zz iR.Lv,wooln writ I's i ownersr__ 77--- Q R--?��_ ts -ONTR- lots, again C AGTOP, SubrinEraco I m- losg— extending P'k—to, Ur,Sma, whether-E+erroEwitrail-bt'�OLLit'GI�. and Any-if%fSRIG�-pOiiUj—trtft# iained by Q WNTR Gevtrft, 4- FiOt­q 04 I I I I I I I I I reccovery— a gaFAS�, a rl' 4-CON r-P,-\GTOR--.SubLohtra4;tt)r,,�- IRN" p-.Cp - !s IC . . S Big of pm��. Receipt arrd:Ipplidadvn of Insurunce Naceettic 5. 121. Ariv insured loss under the pb[i6ies of insurance, rcqtdredl bv�prasmigmphs5,6 and 5 7 will beadjusted with Owzm- ', and made payable to OW4.NM as Fduciary;llbr the uisurodS. as their !interests may,*appcar,'subucct to Lho, rtqqmments of any npplicable.-. mortgage clause- and: of peragolp -h-5;b. m: -"6xvN's6uL 'depos ttna se­F*aoi' - account any mon;ay-so received: arid -shall distribute it in im- accordance with such mment � thc*parti . in es interest may r . eniali if, no other special agreement is reached die ils'niaged Work shall bc-repaired or replaca the m6neysso received applied on account thereof and the Work -and the c6st,thercof covered by an appropriate Chang Order dr A.Vritten Aqienchsncrst., ' 5A3: OWNER is WuQiary shall .have -power to adjust and %crtie iiny lo&% with the, insurers unless one of the parties in intcrcEst shall object in.writing within fiftecivday.i after the occurrence� of loss to OWNHR's. mcercisi-of this power, If such objection he madc, OWNER. as Fiduciary shall make* detilcfifent with the insurers in acqordancg.Nvith 'such.agreem-crit is.tM, j-hirtics in int&st miy,rnch, If no such agreement among die parties in interest is reached;. 03�0'\E—R,as fiduciary- shall adjust aral settle the loss. with the. insurers Md ' 4-1 interest- �1� P_rapist-{±ark�mxnea-aFslirFrdtttks. Acceptance'qf]Jandx andjnmrartc4 Option to Replace: lace: _ 14, If' __1;,:FReWTGa) OWNER has -in), objectun Lb the cuv&a&&aflordLd by Or other provisioins,of (he SorvkoF insurance resquired to be purchased and maintained 6c, ,ether — 11 -ole ffbasZ, of, rion-conformiance with the Contrad Dmurneni,.' ilia in: Partial Utilizadon-Propertylitsi ranck,,. ,.15. 'If OWNER grids it neery 5 accessary to occupy or use a portion, or portions of the WorlZ prior to Subwqtiaf (1719 Emicn). wici ry ciFFORT COLLUNSMODIFICAMNS (REV40000) 'Comfiletion of all the -Work, sueh use or'occupanuy may be accomplished in accordance F wiih 'paragraliE 14,16, .provided that no such use or occuparrzy.shalt"commmes: before the insurers .prof [ding the property insurance have acknowledged nadcc Lhcreof and in writing,, effecied-my -mrate ,, 'llie-insurers clbh,rss,ns An covernize riec� d thereby providing the propertv' msu_nnce� shall consent by endorsement on the:,poLy or p.uUcics,,'buC,Uie,.piq ty per � ,insurance shall not becancelledor permittedLto lapse oh account. of'uny;such partial use .uioccupam-Y.. rUYr ic L I.,. 4-caNaRwrows' R.ES1>01,N1 S1 BI LITI ES' Supenlrsiorr ant! Superintendence:. '6-1- COJNI'ItAi"FOR shall supcA�ise, insrx:cr and direct the Work competently and cfficientlydevotim-11 such 'ante don L,hereto n6d applying, sudh'-slills"';md t:,cNrti . se a . s,may be ncc�­s to pertbrm the'Work Ca accordance - with the Contract Doctimerim CovirRACTOR'shall he srsletv re- - rtckc for the nicams, rretho&, tqchniqucs, sequeneL-.% and procedurL% 'of:- oonkiruction,'Ibut iffoiNTPAcrop, shall not I:.crcsponsibIc for the negligence of.others in the design or sliecification 617.6i sp%cific rticans, methixf, techraque• s<4s,icnee, or procedure of construction which is shown or indicated in and -expressly required• by the Contract D.0curnerits. .coarRACTOR shsdl`bc responsible to• see that the completed Work complUies-accumteli with the. Contract Documents, 62- CONZTI'u\CTOR�sha H keep op the Work at all ,times dUrio- 'is ..& iprogress, a competent resident superintendent, who shall notibe replace&wiLhout written hotice- ;to OWNER iind UNG N =- except under. Or-.itordiriary cirssurnstances:• - The superintendent will'be CONTRACTOR'srcpreseomtive at the site sind shall have ,authority -to act sin _b�blf of CON-MACrOR ' All cviminsini'Cations to the-superintersident slisill be as binding - ;is if given to COINTPACTOR 'CO I 6-3. NTMX-7011 shall provide compelent, suitably clauLfied pers6nnt:1 to survav, 'lay -oat and construct the Work as.reL� lusted by' the, Gintrrxi PoHiments. CONTRACTOR shall ai all tiM c; midiritvitin' good discipline and ordcr,at, the sitc.'Except-as otherwi5c required,' loriffic: safety or protection of perstins'ar,tbC Work ­' or property' at the',ske or adjacent'.Lhereto. and except as: is- tridicated in the Cofitrmt Neumcnts, all Wbrk- sit the;site shall be-,perfouridd'-during regulur working. Hours and C(DtftltACTOR' will not, permit overtime worknor the performance 4 Wdrk an Saturday, -Sunday or any legal holiday without OWNERs 'wi4tch Consent gliven.after prior* -written notice tb MNGNMER CONfRACTOR shall submit ritmests to the 2\MYIM, no less than 48 :ho6rs in idvance of any Work to'b, Pcribi-meci on Saturdn,. Suriday.Hblidiv-.,ac,outside,Lhe tRegtular Workinst Hours; 6A Unless •otherwise , specified in tho- Geperah contains, oc is followed by words reading, that no like• Requirements; CONTRACTOR shall furnish and assume equivalent our "or -equal" iitem'or no :atltstitutiort full, responsibility for all materials, egdipment labor. permitteid.-other items bf.material or- equipment or as nspaattim L;nuruction ',equipment and machinery. material t,r equipment of IXher Suppliers. may 6e Sots appfianccs.fuel. power, light; heat, telephone;• water, accepted by ENGINEER under -the .following sanitary .facilities,. temporary otacilitres .and ,all, other' cirpumstanees: facilities and' incidentals nct:asary`for 'the furnishing,. performance. testing start-up and completion of the Work: 6:7.1.1. "Or -Equal". If in .E, IGUNEERs- sole ' discretion at teat of material a equipment. 64.1. I'urchusui= *Restriction. cONTRACTOR proposed by CONrR;�eTOR. is Ru tiothlly must comply withthe CitVs:nurchasine restrictions: A equal to that rgtmzd and suffrciertlysimilar sou that .copy of the resolutions are inrailable for review in the no change in- related Work wtll be.reyutred, it may offices of the .Purchasing and Risk M.annizement be considered by IENGNEER',tls-an "or -equal" Division or the City Clerk's office., - item, in which case rcvicw and approval of'thc - - propm d; item may.. in E\GNERR's sole 6A Ceruent Rcstrieiobs: Cai' of Fart Collins discretiok be accomplishcd crithout conipliinoc Resolution91-121 requires that suppliers and prothu'cers INIth some or all of the requiremcnts• for. of cement or products containing cement to ccrtifv that aaeptafice of proposed substitute items. the cement -was Trot made in cement1ilns that bum 6.7.1.2: S`rr6stnrteItem; Ifin•ENGNEEIts;sale : Inzardouswaste as"a fuel. - discretion an item .of material pa -equipment .proposed by CONTRACTOR toes not qualify us 6:5- All materialsand eqipment shall be of good, an "or-eqgr ual" item' under 6;7.1'.l„n quality and new, except, as *otherwise, provided in the will be crnsidered a proposed substitute itcrn; Contract Documents. Alf-•ivartmities.:and gu tniintees. CONTR'ACCOk shall suh6it -sufficient speciticallycalled' For by the,Slxcmeatinns shall . prm:gli infomma[inn as provided Wow, to allrnc•• run.to.the64tiitofOWrT:R; irrcquircdhv'ENGrN7FER,. that the itemofmaterial R CONTRACTOabout furnish mtisfaadry evidence ,F\'GN•EF,Rtpdeu:rminc or equipment proposed is;csscntially equivalent to (uicludmg. reports dr required tests} as to thei kind -and duo named and an acceptable.substitud: therefor. qualtq, of materials, and equipment: ;VP materials and' The procedure for review by the ENGINEER will agw ment.shall ht applied- installed corvocd,.srcctcA. include the 'following as sup[+lemented in the Requirements uzd, cleaned and conditioned in accordance with General -and as ENGINEER may instructions.of.the applicable Supplier, except ,as otherwise decide is Appropriate under the circuntstanccs provided -in the Contract Documents. Requests..for review of proposed substitute items or material, or equipment will hot_ he accepted by Progre:wSehei&le; m -FNCugEFR from .eone other than CONTR,%CTOR If. CONTRACTOR wishes to 6-.6. CONTRACTOR shall adhere. to the progress furnish or use a sulisfi ute item! or material or schedule established in accordance with paragraph 2:9 as it: equipment, CONTRACTOR _ shall first make may tie'adjustod from prne.lo timeasprovided below; Wtiiwn application to E�;'GfNEITLfur-acccpmnce thereof; certifying that the proposed substitute will 6:6.1. :COITRACTOR -shall submit to FNGNEER perform adeq ateN the tun;:tions and nchieie the for acceptance (to the extent,indicated in resuil}s called for by the gerteraldesitat•lt similar paragmplt 2.9). prciposed, adjustments. in:the progress in substance to that specificd.and be suited'to the . -hedule that will not chargetliwContmct Times (or some use rig dint spccifted The application Will Milestones). Such adjustments will epriform generally state the extent, if any, to which the evaluation id,the piopess schedule then in d ect and additi6rt311y arki accepmnca of the propb;ed substitute will will comply with any provisions o(the Guinn- prejudice CONI•RACTOWs-achievcment of 'time, Requvements applicable thereto. Subsuintial Completion an whether or riot aaz ptanec of the substitute for use in the Work 6:G.2. Proposed adjustments in:the progress schedule. will rccju re a charge in ariv of the Contract that will t:har* tha'Cbntract Times(or \•Iilestums) Documents. (or .in the provisions of -any other stisli be submitted in actxrrdunce with the requirements' .direct contivd with OWNER for work on the of,paragraph 12.t Such adjustments may only bey .projeet) tb adapt the. design tothe: proposed ,made by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordimw with Article. 12. of,the substitute incormecticn•wtth the. Work is subject to payment of any license fee or. royalty. 6.t Substituteiand"Or-Equid" ltehii.• Ui vanaltons of the proposed substitute Gem that specified wild bg iderttified•tn the application and 6.7.1. Wficncvcr an•itrm.of'maletidl or equipment is avabble,maintamcc: repair and replacement specified,or` descrilxzl in the Contract D&umcnts'bv, service will be iodicated The application will using the name•of a proprietary item or -the name of a. also contain an itemized estimate of.all casts or pariicti6 upplicr, tnc•sp.ccitication'or desgtptionIis credits that will resultdirectly orindircedy. From. iritended•to- establish thc'typc, runctiun.and quality acceptance of such substitute, ineluding.costs of required Unless- the specification or description redesign and claims of other contractors,nifected �F,K'DC of YFRtf,CONIHTIO,KS' 1l ludo; tl5'/U Etliiionl IZ wl CITYOF FORT CQUAN", MODIF1CA ONS rREV•t OM)' I i I' by the rcailtng ha oe.,a4,. of which will be CONTRACTOR -lhall Ixrfomt• riot less than Zit crntsiilererl. bv' E1'4!UMER' .in evaluating -the percent. of the Workwith it%. ow m forces (that i&: proposed substitute b;CrN'EER' may rcquLre without subcontiacting):-The '?0 percent reouiremenl CONTRACTOR— to Cumuli additional data:out shall.be understood to'refer to the Work the value of .the prupcsed substitute. which totals trot less•dnan 30 percem"of theContract Race. 6.7.1:3:,CON'MgCTOR' E.rpertsa:, �11 dala,tobe provided. by CONTRACTOR iii, support of any 6:8?. [F-Ilia- ulifikrvanlary-f on'clitions fiiddvig proposed "or -equal' cr substitute item will_ lie_ ;at Documents require; the id_uiuty of certain CUNf.RIC UK'sc�crise Subconirddors. Suupppliers or other persons or erRanu;stidns (inuWdiing those who are to furnish the 6:7.2. Subsbhnte Ctinslnnchuh Afefhtids 'or principal items of materials or equipment) to he ProeeziutYr :If.a spine nieam,.method.,technique• suhmitted'to OWNER in-•aJvnnon-.�f-thrsj>zcifiecl sequence or procedure. of constructiim is shown or daw prior to the Elfectiwe Date of the Agreement for Ii .mdicmt d in,nnd eilprmly required' by the Contract acceptance by OWNER and FNUfN6Fl� red-{F Documents„ CONTRACTOR maw famish or utilize a GON .RR.�`F�Jfrter:-iubmiued=-n-list-thrpxrif ,substduto means. meth&L technique. sequence for ueeordeng�titer bupplemaniery--E. mditierr�, procedure of constction •aeccritablc to •hNG ruINFER. OWNER's. or ENGINFERs acccptana. (either in CO tin RACTOR shall submit sufficient informationto writing or by, Farling- to male written objection thereto allowNU FINEEIt inhNGINFhRcs sole dts&ctibn; to. by the date indipted for acceptance or objection in cktetinme halt, the substitute, proposed is Cgnwateltto thebidding documenlsortlte Contract Documents) of that expressly called for by.the Contract Doiumems. nnr-sersh-SubcontracieF-Sup(�4i��-�x otheFlxnan-nor. The procedure fir n-view by'ENCiINEER. will: be a--ides-iney-1-rz+rehed-cue-+Ha similar m that p{pvtded in svbp;ragmph &7 1 a banisaf-rresennbIa-ohjesr+ea-after-du s urv.stigatien: e.z,e—c �:c:-m-vrts„^{'.--.tS iI--SFfMH1F—an' 6, 7 3 EngineeKr FvaheathC FNrGWEER' iyill•'hc -ae..el+tn♦ilr--setbsuta� ;e-Co„�„zi-Pryee-wtill--lx allowed a, reasonable time within which to evaluate ndtu;a�i by th- di aar.;ettard�ly each propoml or submittal made: pursuant to .suuMsubstiurtioarated-are-npfropiint'r-Ghnnge--Order paias}aphs63:1 mJ67;4 QJGLVTCRwillx'tle . 1.. -It sale judge at' acceptability Nq orual"' or constitute a conditwn,ofYhe Contract abqu'uv_tthc. -of .subsurutewill bLordered,installed orutih[edwithout use the -named subcommacrs,surmliers.rrothar FNG NF.ER's prior written acccptanae,whnch•wvill be, peisons.or orzmi?nuon onthe'Work unless. prior evidenced -by either a Change Orderor an approved written approval: is, obtained from OtWi •ER and .Shop Drawing. (ANI•R_ may require ENGINEER No :aacptancc' by OWNER or CONTRACTOR to -famish at CONTRAC"TOR's ENGFKFER of amy such Subcontractor Supplier or evetue a special .perfoniumce guarantee or, other other person or orginiiation,hallconstitute a waiver, _._ -surety with respect to any or-cquar or substltute. of ;city fight of QWNF.R, or ENGINEER. t6 iciest ENGIN= will record turd required by defective Work. LNGNEER .and NGDMER's -Consultants in evaluating .substitutes picipcscd or submitted by 6_0. 'CONTRACTOR purvuant to. parfngiiphs 67 l ? and. 6,7 ? ,and in malmg charigts'in the Contract 6.4.1. CONTRACTOR shell be fully responsible to Documents (or in the pwvisioas.of any other direct O N"ER'and-LNGINEER for all aas and tatttsslons contract with OWNFR.'tor wort, on the project) of the .Suboontmctcrs, Suppliersand other persons occasioned' thereby. Whether or ra ENG WEER. and or¢.anizawtiors perform atg or furnishing any of the amepcs a subst iww item so Opposed or submitted by Work. to iler t direct or mdireet contract with CONTRACTOR CO..NTR,ACTOR skill remwburse C,ON`M%.GLOB just as CONIR\e_`.l'OR is OWINUt for the charges of ENGLNEER and responsible for CONTR•ACTOWs own acts and EN'dWEE'Ws Consultants fur, craluatirg each such m omissions: l uthing,in p}ie Contract Dueutam es shall proposed substitute item. cieate for the benefit ,of any such Subcontractor. Supplier or other Mason or organization any 6_8. .Concerning Shbcpnrructom Snpphen and contractual relationship between OWNER ,or .Otheri., WC; RIEERand such;SubCemuactor,'Supplieror' _any other person or urganuation, iior•shall -it create any 45.8.1.. CO-N—TRACTOR shall not. .employ, any obbyation on the inn ot.OWNER' onC'�IGINEERto '.Sulxinntractar; Supplier or other perwn or orgaru atiun pay .or to see to the payment of any mcneys.dug any (including' those acccplable to OAWCR .and such SutriontractO'r, 'Supplier or person or. LNGE MZI as. indicated in paragraph 6'8 3); whether ,other organization e.xceptas may otherwise be required by initially or as a substitute, ugaii$lwhotnOVNRRor Liiws.andRegulati6ns,'0WNERorlNGlXG8R'mw/, LN',0LV•1;ER may have reasun able objection.• furnish to any subcontractor, Supplier or other person CONTRACTOR shall not be required to employ any or onaanianion evidence of amounts paid to. Sr, oiitrutor, Supplier or other person i)r organization CON•(RACIOR in accordance with 'to• famish or perform any of the, Work-ag-atrts{ whom CO, TLRACTOR'S "Appbcmidns fat Payment": CONTRACTOR has' reasonable chjection: UCDCUEVM7 L CONDI'DO.`A' 191 u-s(19)u Emiid] 13' w'l QiY OFFOR'r CDLLI NS MOD11rICa TIOv.] (m a20a0j- 1 I 6,9.2. CONTRACTOR .shall be solely resporisible� for scheduling .and courdinadig, the 'Work of Sttbcontrncttirs. Suppliers and other persons, and organ zationu performing or flinnishing any of the Work under a direct. er indirect amtract with CONTRATOR. 'CONTRACCTOP shall require nil, Subcontractors, Suppliers and such other persons and -organizitions perforating or'fii'rrush[rieaiiy of 'the Work to cammumC•ate with the,Ei\'G[!=an tlirom;b CONTiACTOR. 6.10. ThedivisionsendsectiGn:ofifieSpeciGuitiors"and the identifications of any Omwirige shall' not control' CONTRACTOR in. clivitling _ the ' W6rk among Sutkoniracto s or Suppliers or _delinearing the,Walk to. be. perturnicd by any.spcnrrctrade: 6.11. All Work perfoimed .for. CONTR.ACT.ORby a Subcontractor or Supplier will.' be pursuarit. to an appropriate agrccmim: between . ONTRACTM and the Subcontractor or Supplier:whic} specifically binth the. Subcontractor or Supplier to the applicable. terms 'and conditions of -the Contract Docmmnts, for the- benefit of r7kkf\LTKRand.ENMlNFER. W*ereve�aa}stshn zimeni is-wttk-p-,Stew�apatof��.,-1::^,sv-,:s-an additi I en dA'n f+,e en-4i» C�'V'FRi1ETF)li-n tit!-tha-SuLt:onuactiir-aF-:wpp} ieF-will. ra i he SuN rAiJrb � tippli 1 IN'E6R'e .ram,_^.ltnnt�tino ell- athrF edditiotiat-i^.=a.•'�-f n�.l artsata alit A oFrrstl ..A 1. such-pt3keK�art4wrtv-ether-@reptrt�+ns�xa!icettgp4tceh#rto thr-:t:.a:,�Ff ing-insurers-on-arty-Birch=poltvrs-rzquira taFcx �hl�piicf'-��1`l••il�±i.^�i�I�W tliEtbF6tfFtih�Slrliii;. 'Pnrrrar Fecs gird gotra(ries.= 6,12- CONTRACTOR shall pay all license ftes.AM royalties and assume all casts incident to, the ,use, in the. performance of the. W'ork.6r the incorporation in the -Work of tiny, invention; design. procass. product or dev,im which' is the subject of parer rights or copyrights held'by others. [fa particular invention, design, piocess..product ordevice sp is ecific& in the Contract. Doinunens for use in he performance of theWorkand if to the.actual knowledge of OWN,TR''or F 1GINtEER its Use ivsubjcct to patent nghw or copyrights catlirg for the payment or.Any license tee or royally to odic-., the existence of such rights shall be iscl -dosed byOWNI R' in'the Cantmci-Dtnumeri s. To tile. fittlesi .extent' permitted by ' Laws and' Rd.&1atitms, CONTRACTOR. shall indemnify ,and' hold hannli^s O�V� iLR i TGG ;ENGIFL iENC[NU-ER's Consultants and the losses.anil damages arising out of or resulting from any k ingcmim of patent rigitts�or. copyrights incident t6 the: tsein the performance: of the Work,or resulting [ruin the incorporation rn. nhe WA. of .any indentiorr, �desim process product or device not specified in the Contract Documents: lu 6JC'UC'<iEYER.aI, C:OWt710N51JtUJ,tIi JU Ediliml: wI C7TY OP RORT CULLf ZZ-IODIFlCA'rlONJ tRLV d200) Terutirs. 6.13:. Unitss otherwise. pi-ovided'in.thL Si4pplenientary Conditions; CONTRACTOR shall gbwin:andpay Cur all mristruc}ionPermits and licenses:. OWNER shall assist CONU AC!'OR, when hoc'aary•, in obtaining. such permits und'ticenses. CONTRACTOR' shall ,pay all governmental charges arid: inspection fees ncee:i h.for he prosxulion of tkc AVork which are applicableial, the time of opening of Bids, or,, iC-there•ar: no Bitty. on the Effective pate of the ereement. CONITP_\CCOR" sliall lay all Ca,ea. at.utility owners Con. tonnttlions to the Work, and.OAVNER shall pay all charges.ot'such utility owners for- capilaf costs. related thereto such as. plant invesnnent•fees. 6.14- LanaandRrglliduf., 614A. CONTR.9CTOR shalt -give, all netiees.mid comply, with All 'l;aivs.and Rcgula'ionss,applimblrto furnishing end `performance of .the Work. Except where- otherwme eepresslyrequired. by Applicable Laws .and Rcgtdatiors,- ocidicr. OWNER nor RNGYNKEER shall he responsible for no6it6ring Cd,,4.m -.TOR's.compiiance with any Laws .or Regulationet' ' 6.14:21: if cow- R:ACTOR_ pertanhsany Wdrk knowingor having reason to know that it is contrary to laws or RegulauonSv CONTRACTOR: shall bear till, claims, costs,. losses. and damages caused by, 'ansing out of or resulting thcrcfrcini;'hrnvevei; it shall not Me CONTRACTORS primary responsibility .to make certain thatthc pccificationisandDrawingsarc Fin nccrrdana. with. G'tws and. Regal alion.s, Ibi.t this shall not relieve. CONTRACTOR' of C;ONTR GUOR's obligatians'undt: lzuragraph 13.2. Tares ¢.lj, CONTRACTOR shall p;y all sales, consumer, use and other similar taxes required to bd� ,paid by 'CONTRACTOR 'h accordance' with the .Laws and .Regulations at' tha- j.lice of the Project. which arc applicabledo ing the perfcvmm�ce. of the Work. 6.1 i.1. OW-NTER isesemot from Colorado State aw load sales -and atse La;xs - on materials to .be peniitinently incorporated tnto the oroiecF. Said tales Ail] not be included in the.Contrict Price. CONTRACTOR. -must aooiv for, And receive, a Cortilicate of .E-Nemptlon'.frnnl 'the. Colorado Detvirtment of Revenue forcorstnictionmaterials to be- ghy 9cally_mcoTorated:' into the, proJeCL This Certification of 'Ezemotion provides• that _the CONTRACTOR shall neither pgv nor include in his Bid Sales and' [ise Taxes out those:' bttildim3 and Construction matemis vhvsically incorporated into the nrolect. Addrts.4: Colorado Department bf Revenue Strata Capital -Annex i I .1 I�l r 1 1 I I 1 I 137i'Shemiiawstreet . Denver: Colomdo..M261. Sales and Use Taxes tier the, State of t olomdo. Reeiotml.Transportation District' (RTD) and -certain Colorado .counties are onllected by 'the State of ( alomdo :and are include) m-the Certification of Exemption. All applicable Sales and Use t'axes.(includii State' collected umses), on any items.other than construction and building materials phvsicalWincuroomted into the. (noject are to be paid by CONTRACCOR and are.td be included in apwoonit.e bid items Use of Prendcer:' 6.16. CONTRACTOR. .skill .confine construction equipment. the storage ofinatcirials and equipment and tie. operntions of workers to. the.shc and.-lantl' and areas, idmufied;irl and,pemnitted by the Contmet.Documents'and .other land and areas pemtitted.h); Laws and Regulations, . fights -of -way, permits ,and casements, -and shall '.rot unreasonably ericumber'the premises with construction equipment rir other materials or equipment. COuNM%CrOR shill assume: full 'n ponsibihty hx any damage. to an such land or, area, or to. the owner or occupnht thereofor of anyadlacent land or :areas; resulting. 6om the per(urnancc of the Work Should tiny ch&Wbe: made- by any such owner, or occupant bcc Lw of the perfomiance of,ttie Wort. CON'rRAC.I'ORshall promptly settle with such other party by negotiation or utimvise resolve the claim by arbitration or other dispute msulution pra:ccdingniat law. CONTRA I-Mshall, to the fullest ecmnrpermmtcd by Laws and Regulattom; indemnify.and hold harmless OWNER ENGl3NTX- R E40NEERs CgrtstilL•tnl and an yone dUeetly ofr indirectly employed by any of them, from and against all claims, casts lass sand damages arising out of or, resulting from -any claim or , tctior legal or equitable., brought byany such owner or a:cupam. against OWNM ENGINECR ot'any other lyuty indemnified hereunder to the extent caused by or based uponC0NTRACT0W%perf6rmance of the Work. 6.17. During the progress of the Work -CONTRACTOR shall keep the premises Gee from accumulationti of waste materials: rubbish and bdier:'de" resulting from the Work At the compleuon of the Work CONTRACTOR'. shA.ra rnovc all waste materials; n bbish ar d.debris from End' about the .premises asr.well as all togls., applianccs: construction equipment and" machinery ,lend, Surplusmaterials, CONCRACTOR'slrall I leave the site clean arxf ready for. ocupamy by OWNER..at. Substantial; Completion of the Nprk: CONTRACTOR :shall restore to: original condiuon•tdl property not designated fiv.alteration by the Contract Dmumenm.. 6A S: CONTRACTOR shall m0dadmdr permit any,part of ahv structure to' be Ibade6in.any.martiier, that wJh cndarg r the` -structure, nor shall'GONTIL\CTOR subject any part,.or,the Work or, adjacent property tostresses or pressures,diat will endanger it, Record Vocunrents: F�C:UCOEi�1El4m:,CONU1710:`b'�I91ShY (l7)n E:ititiiell War CITY OF LORD COLLIM:MODIFICA.MN5(RL•V,10000) ',6.19;. CONTRACTOR shaII maimaut in mfe. place at thesite one record copy. ofall Drawings, Specifications; Addenda: Written .Amendmenls, 'Change Orders Work Change. Directivcsm Field Orders -and written .m[erpretations and, elarifrwtrons. (issued pcusuant. to pata..mph 9 ). inSood' order and annutateJ to hoiv all changes made during comL uCtiorL- These record documents: together: with.all.-approved Samples and a counterpart of all appniVed.'Shop Drawings will be available. to ENG12NEER' for reference, Upon cumpletiort of the Work and prior to release, of. Gnal pavment these record dpcuments,'Samples,and Shop Drawings will be delivered to..ENGUMEER' for OWNER: :Saferv; aurt-Protecdon: 6,20. C0NT1,\CC0R shall' bq responsible tor, atitia6ttz, maintaining and"Supervising . all. safety precautions and pr4ams inconnection with,thck. Wor CONTRACTOR shall take all: ncccssuy precaurions to .the safety of .arxI shall provide the nmessa_ry protection to prevent damage; intury or loss to`. 62(1.1.:nil persons. on the Work -site oi tiho may. be affected by the Work;. 0 0" ,all the b1'ork and materials and xquipmcnt to be ituorpamtcd dnercin, whether in storage ort-ur olr, E ib site: and o'Q Y -other property at the`ve or adjacent thereto, including 'trecx shruhis, dawns„ ivalks pavcmcrtts; roadways, structurm utilities and Underground Facilities not•dcsignatcd for removal,, relocation or replacement in the course oC construction: CONt'rRACTOR shill' yompry.tviti ;ill,applicahle Laws and Regulations of any public: body havingjurisdictionfex safety of persons or property or, to protect them, resit damaSc, injury or loss; and shnll crest and maintain all necessary salegumds liir such s ifcty and prinection. CONTRACTOR shall notify owners of adttce t property and of Undereroamd Niciliucs and utility putters when prosecution of'thq Work may affect them, and shall' .awpemtc with them in the protection, removaL relocation and replacement of thev:propehy_ All damage; injury or loss to. any property referred' to in rzaragrtphs 630.2 or. 6.303 caused, directly or indirectly, in wholeorin part, by CONTRACTOR, any Subcoiaractur, Supplier or any other person or organization directly or indirectly employed'by ahy of them -to perfypn or. Cornish any. of the Work or anyone For'whuse acts myof them ma) be liable, shall be remedied by coNrmACTOR (e..rcept damage or loss attributableto the fault of Drawings of Specifications .or to the acts or.omis5ions oC0\1TfITWor ENGINEER or, 1SIUIPICLR's Consultant or 3nyune employed'by any of-- them oranyone'tor whosa acts any ofthcpr may be liable, and not attributable, direcily or indirectly, in whole or in part, to the. fault air negligence of CONTRACTOR or any StibLontractor;" Supplier or other person or organization directly or indirectly employed by any of them). CON rRACTOR'sduucsand responsibilities, for thcsafety and protection of thvWork shall continue until such time as all'the Work is completed'and ENGINEER his issued a Ii L! L 1 [1 0 SECTION 00020 INVITATION TO BID Date: March 16, 2012 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 April 9, 2012, for the Concrete Maintenance Project Phase 1; BID NO. 7361. 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 7361 Concrete Maintenance Project Phase I. The Work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Related traffic control is also included. 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. A prebid conference and job walk with representatives of prospective Bidders will be held at 8:30 AM, on March 22, 2012, 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 at: ' • City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement 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. ' 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. I notice to OWNER.and CON \CTOR in accordance with paragraph'14.1'3, that the Work is acceptable (ex6ept as otherwise -expressly provided h connec6un with Substantial Comple¢oril. 6:2i; SafMReprertnra&i . CONTRACTOR shall des anata a qualified and e-vperienced safety representative at the site whose dutic:s- atul resPonsiliilities_shad be the preventionof accidents and flit matmanung. and supervi.4 fig of safety precautions turd 'programs. ._ ... _ Httyard Eanmunirnrion Prvgrumr_ 6,12, CONrfRAC:TOR .shall be, responsible fix coordinating any c;icictnge.6f-material:sutety, data sheets or other hazard oommiuticafimi infmmation •-required to� he made, available to or •cschin_ed'between or, among cmliloyers at the site in accordance -with laws, or Regdlatibas. hinergenciev.. n _3, In nncrgcttcics ai ictingthc.saretyor prntection of persons or tfio Work- or -property aptlic site•or•adjacent thcreta. CONfRACI'.C}R- without spceial' instruction or au8wriratian,lrorn OWNER at ENGNTTP, is obligatedio act to .pre"vert ,threatened damage, injury or loss: WNTRACK)k. shill Pave hNICHNEER prompt' written notice if.COM•RAC."1'OR believes that any significant ehinges in the Work or, variations from. the Contract Documents have been caused thereby. if ENGR EER detemiin& that q change in the Contract Documents is required because of the action -taken. by CONT RACTOR. in response to such an emergency, a WorL Change Directive - 'or Change Order will be issued. tn. -duuument the eonseY ut nccs ofsueh action 424: Shop Drawings and Samplev ,6.24,1. C'ONTRaCTORshall submit Shop Orwu"V; to ENGINEER for review and approval in accordance with, the accepted,schedule of Shone Drawings, and Sample submittals (see paragraph 29). All submitals. will be identified as ENGLVT=- may -.require and in the number of copies specified in the General' Rcqulmements, The data showrt on the Shop.Dmvw-mp_ 1611 be complete with 'respect 'to quzm6de ., dimensions, skcifred performance and design criteria,. matenak and similar data to, show .0gGNEER the matermN and egwpment CONCR4CMR pruposesto provide .and to enable ENGLVEER to review the info rnation Cor the, limited: purposes -required by .paragraph 6.26. 634.2. CONTRACPOR shall alsc sulmiit Samplestu L� QINGER for review and •approvat in accordance with said accepted schedule- of Shup Drawings and Sample submittals. Each Sample will be identified clearly -as to materiaL Supplier. pertinent data such as Catalog. numbers and the use for which intended and oihenvise as, ENGINEER may require to enable F\IG(MEER to review the submittal' far' the limited EJCDC USNEFt,\L CONDIT10M 6 LO-3 (1999 EOitiarl 11i. w1CITy 6FFORT COLLt.M_moDalcxn0NS ITU--V•1209(n' pWpostsregained by paragraph 6,26_ The ruiutbers of each5ample inbesubmittdrlavill:be,ns specified in the -Specifications. 6.25. Submina! Procedurw.., 6.25.1. Before submitting each -'Shop Dnavirut or. Sample, .CUNT• RACE OR shall' have- determ inrd and Verified; field .meauiremems..quantities. dimensions, specified •perfurmance cril'erm. insmllatidn reyuiremem:,, mnterials, amli g numbers and similar information, withj pc thereto, 6:25-t.2: aU`materials with respect to inlendeif use,. fahncation,_ shippppine:, handlarg, stoicgge; assembly and installatidr per mru tg to he performance. of the Work,. and 6.23.1.3. all information felntive to CONTRACfOR's-sole responsibilities -in respect of mean., methods, techniques,,. sequences and procedures of coristruction and satcry prccautiorm ,and prugra iis'incidcnt;thcreto; CONCRACTOR shall' ,also have. reviewed .and coordinated each Shop Dmwing of r Sample tvith.other Shop Drawings and Samples and with the, requiremerits of. -the Work- and :the Contract .Documents 6252: Each submittal.will bear a stamp or-,soccihc' written indication that COiv?RA&OR has taitisfied CONTPU\CTOR'.s obligations, under_ the Contract D icuincnts.with.respect to COi`frRacrows review andapprovalof.thatsubmitt 1. 6.2i,3. At. the, time of each submission, CONTRe\CTOR sii6fl give UNTO NEER specific written notice of such vanahons:df any, that the Shop Dmw`mg or Sample submitted.ntay have Dorn. die requirements of theo-:ContraetDccuienu, such notice to be•m,a written.evnmuniLation separate from the submittal, anal, .in adchtion,, shall cause- a 'specific notation to be made on each. Shop Drawing. trail Sample submitted to ENGINMER. for .review and approval of. Hch such vitriation. 6.26 ENGNEER will .review end appro8e Shop Drawings and'•Sarnples in accordance with the schedule of Shop .Drawings and Sample, submittals accepted by RIGENTEER as icquired by pammph 2.9. ENGNFER's ravieweand approval. ,-ill be, onlylo determine if the items cuvered by the submittals \gill, alter .installation. or i icorpumtion: in the Work; Wnlorm to the information iven in the Contract Documents and be compatible -with the ICSIgR corcnpl of the completed' Protect, as- a functiotr� whole its indicated by the Contract Documents. ENC@IEER's review and approval will not extend to means, methods, techniques. sequences or procedures of construction (except where a particular means,, method, technique, saiucnce or procedure of I. I coratruiction is specificnlly md.expressly called for by the- ContracCDocuments),or'm safety precnutions or prc+gmms incident thereto. The rcvtcw .and approval of,a sepamtq item as such will not mdtwte.approval of t} c nssembis to which the item functions CONTRACTOR shall male a+rrectiom required by ENGINEER, and shall remrn,the required numbs of etmeetedcopies of Shop Diawines.ana submit -,is required'new.Samples totreview and approval. .� CONITR.-ACTOR shall -direct -specific attention in µvritina to Vby t .rcvisioiis. other than . the corrnUrons collect for Q4GLr,-lZartpreviRussirbmituds: 6:27. ENGINEER's revieNG and 'approval .of -.Shop Drawings or Samples shall not relieve CONTRACTOR Iihe. rmm responsibility for arty variation from requirements of the Contiaet.Do;um.nts unless CONTRACTOR has in writtrtg called ENGhNIEERs attention to each. sucli variation. at the 'time. of subhriission is required .by paragraphi n 25 3 :and ENGINEER has•'gncn written approval of cash, such variation by a specthc written notation thereofincorporatcdin or accompany_urythe Shop Drawing or Simple approvni; nor will "my'apprnval'.by F itNF.FR relieve COMrI ILACTOR from. resP9nsibiliry for corn lymg with the recuirements of paragraph n a5.i. 628 Whem a Slop Drawing -or Snmplc-is required.by:" the Contract Documents or. the schedule of "Shop Drawing and Sample submissions accepted by .FNIGN TFER as. required by paragraph 2.9. any related Work pertoiitled' poor to E'r`rM 1FEI;'s review and approval.of the pr.rtincnt suhmittal will be"at the sole e.*nse and'responsibihtyof coN'I`Izac roR. Gonanuink dke'Work 624: CONTRACfOps shall carry on the Work and adherc';lo Elie frogress schedule during" 2111• disputes of disagreements whh!OWNER No Work shall be delayed be postponed pending resolution. of any'- disputes, or di �recments "Neept as permitted by paragraph L5 5, or as OWNER andX-ONTRACTOR'may otherwise agree ire }4Trting. 6.30 CO/VTR•ICTOR's General ImarrwdY 'ern d Gaarnnree: - - 6 0j CO_NT[LICSOR warrants arid giiarantks -to OAS IIC fNGWEER' an l`ENCLVHL•R's Consultants "tall Work mill be in accordance,i_vith the Contract Documents .and will, not be defective. T CQN'TR,kCfOR's wturarity and guarantee hereunder . =,eludes defects;or damage cowed by. '630 L L .abuser modifimtion :or improper ,amtenartce or oper<ttiort by persons,other thin -"CmONTRACTORe Subcontractors 'or,Suppliers; or 630.12: .normal wear an,d'tear unto noaaaL usage: 0:30.2 CONTPAC,TOR's obliiration -to perform and complete the'Work in accordance with the CIcnrract: rDcoomcnts shall.be absolute. None of the fo(low ng will; constitute an acceptance of Work.1liat is, not in �' tJco�ce env coNutno�ti•ivitt 0rxirbtiuu ,ar a'rr OF FORT d:oLU lss ntouuVICATIaT-43 rosy an_u,u1t accordance with the Contract Documents or.n release of,CON rRACTOR's cbligatiori to,perfimn the.Work .m accordance with the Contract,DocumcnE 6.30.2. k observatibns.by ENGINEER: 630.2.,2., recommendation of any .progress or. to al paymer [ by FrtiGLVEER 6.30.2.3, the issuance, of .a certificate of :Su6staiitial'Complelimr :br- arty pnymenl by OItNfR to CbNt 7Yv\CTOR under the Contract .Aacuments;, 6 30-2.4: use or occupancy of the Work or any part thereof by OWNER;. A.30.13;. any..accepta ce—.by OWNER on'arty ladure Eo do so:. 6 3rl?:6 any,, review aryl approval of'a. Shop Drawing or Sample submittal.ar the issuance'of a notice of acceptability by ENUINEER-ptiewmnt to paragraph -6.3(1.2,7 any^ imNctim tgst•cr approval ,by. others -"or 6.30?.S any correction of ,fkcrive Work by OtVNF R' �/IdrellN If1CalllM.. 6.31 'ro.the toucst extent perpriut cl b Rerulationa; CONTRACTOR shall indemn Consult nLs,and thc'ofticefs, duy,.lnrs, cmployecs.agcnis itndIother consultonts of each and anv of them from and against. all clamrs,.costs, lOssws and aimwges (inclddiiig, but not limited to all' fees and.chnrges of engineers, architects, atiorneys anti othei professionals atld all,cour or arbitration or other disputeresolution costs) bused by, arising out of or resulting -from, the performance. of'the Work providalthat any such claim cost, loss or ilemage. (i) is attributable to bodily tn)urysickness . dtsease or death or to injury to or desutrgton'of tangible property (other than ihe7 \lurk iC<elt7 inclilding the-loss,of use resulting therefrom; and (u)� is caused in whold or.in part by any negligent act or cmissical of CONTRACTOR any Subcontractor. any Supplier, any1-persar or.organiuttion directly or indirectly employed byanyof them to perform .or furnish my-iof the Worka .or nyone for whmc aces" any ofihem may be liable, regardless of whether tic not causad :in part by any'negligence or onusstoh of.a persan or entity .indemmhedl'hereunderor avhd,thar liahihty is imposed upon such indemmtrect prarty by Laws and Regulations regdrdless of !fie; nrgligmix ofuny such pe'rsunor entity. 6,32. In, any and ;all claims _a nirut OWNER or GNGMERarmy of Ihcirrespective consultant-, agents ofIIcem d,recturs`or-emplpyets by any employee (or the survivor or. of such employee.) or CG\`rRiACTOR,: any Subcontractor, any Supplier: any Nrson or organizatione5rently or indirectly employcd by 17 J, any of them to perform or furnish. ,it* ofthe Work- or anvone for whose nets any -of them maybe liable; the in&mnificaticin obliiiii,tion under paragraph6.31 shall not 1: fimiteti in any way by.amr'limiu limitation rt the amountor type u'l),damazel compensat-i6zi-6i bericOLs payible,lby or 60 MNITRZT(A or.any sUrK'Subcontractof,'86pplier or other person or organization under workcri? compensation acts dmbifity berrefitacts or other employee benefit acts. 6.33. The indetunificaticri obligations of CONTRACTOR tinder; paragaph 6 3 1, _shall not extend it) the liability of - EIN - GNEER . and ENIGNIMEVS' Co sultanls officers, directors,, employees or..rgents mused- Ity the - professional ncgligcncr, errors or omissions of illy of their. Sunival of Obligiifims: 34; All rLprcsLhLation& indemnifications; warranties imcIgumantez , s made in. ;cquircd by or givcn iii iicwidandc with:thq Contract 'Docuracrits.. as' well as alir oontinuinj oblidations. iddicatcd in the Contract Documen" w-illi. .%It ylve fins[ pay'rrent, ooTple.66h,arid acceptance' of, the Work and termination or completion of die Agretiracrit. ,A_RtIC,LF 7—OTI-TER NVORK Retaied lVm* at Site: lj, OtVNFR,ffiay perfaim other, work related -to the Project at the site by OWNER!s own forces, or`lctoilmr ifirca - contracts therefor which shall' containC;cnemli CoricGno'ns similar to these; or have tither work- pertbroned ,by utility owners, If the fact that sitch.other work is to be pdVormed'was hot tidied in ific Conti -del. DoZ-umi:nL.s,'dicn: ,(i) written notice thereof wilt be, given veft - to. CONZ-MkCTOP prior . _ to starting any such•&ther work- and (iJ)CQNFrPU\CT.()R may make .a claimtherefor as pr6vided in Articles I I and 12 if CONTRACTORbehev,r, that such l5erlarmance will ihvoK,e additional exper=. to CONTRACTOR or-r4ires additionil time arid the parties -are unable to agree as to the umount or extent thereof 7 ' 2: CONTRACTOR shall afford each other contractor who is a party to -such a dircct contract and'each uiiiity owner (and bWNLR_' if OWNTER is performing the. aditional work- with OWNMR's cmpIdVecs)proper and safe access to the site,ind a reasonable opporturuty for din introduction and'storage of,malCrials and.eiluipnuciht. and the c;xccution ofsuch other workjandshititprupcityconnect anid,coordinate the Work, with theirs:Uriless.odierwise provided iri the Contract DocLionents., CONTRACTOR shall.do all cutting, 'Gaing and patchin6 of the Work,that may be rauirtd to make its several parts conae.wSethi!r properly JL inleer4to ' %Vith such, other work. CONTRACTOR shall hot endangur any work of others by cutting- excuvating or otherwise altering. their work and will only cut or,alter their %YA- with the twitten consent of a4cm4tfilz a*rK,i the others whose work,will be_iff&tid: d The duties and respon . sibi I itics of CON'rP-A(:rOR under ihis paragraph are ter the benefit of such utility owners arid odier, c6m]mctors to the-a-rrentthht there are wmrrtmble wt CITY OFFORT (IOLLIM -%I(JDIHC.Vn ONS (PLEV40000) pr&isions for the, benefit. of QONTTUkCTOR in said direct'Mritracts between OW]NMR and such utility owners and other contractors. 7.3.. If the proper execution or rcsults• of any part of COITFRAGI'OR's'Work' depends upon. work pertbrated by others under Article 7,_ CONTRACTOR shall trispect. such other fwork and, promptly report to ,ENGDTKER ih writing -any delays, defects or deficim'Cies in such other- wcrk,that z:endci it unavailable or uiciultabic (or the. Ottipq execution and'results of CONT RACTOR!s Work. proper Failure "so' to iep'O'n, will constitute an acceptafte'a of such other work- as Fit and proper for inf:aation with CONITRACTORs Work except for latent,or nonapparent defects dnd'drficiencizq in %Uahothcr work. Caoreffn&ion: 7.4-. If OWINER contracts, with others' for the performance of otlicr. work otirthe Project at the site. the fallowing will,he,set forth in'Suppl6mentary Ccmditi6o�q._ 74.1. thzperson, fmi orcorporation rind will have authority and, rcspmsibiffty for coordination of the actMfies-ainoog the various -prime continctdri%4ill, be identific cl: 7A.2: die specificmatters to bc, covered by such authority and responsibility twill be itemized,,­,ind 7.4.3. 'tiitt Went PC . such 'Ouiharity find responsibilities will be p.mvidecl- Unless -otherwisti 'picivicicd in the Suptilcmentary COnditibrits', 'O-%V'i\'FR shall - have sole- addiority and responsibility in respe'a"Of such,66ordination. ARTICLEL8—ONVINER'S RES . PONRBWTrrs. S.I. Except as otherwise provided -in these General Conditions, O%krNFR shill]. issue all vommunicaticad to co\WRACTOR ifirough 04G PM- M sa in <%;tsc of termination of the employruaiz,of ENGINEER', OWINER. slhafl• app(iinr qn,engier against whun COi4TR-At%T4DR—makes-ncrrea6uinble bbjei:tkwit wh6;se statue utider-thi Contract Documents shall'be i-tiat of the former ENGUCEIL 8.3. OWYMIZ shall, Furnish the cULa required* of OWNER uncler the 'Contract Documents, promptly' and ihtal,riiaka Pttyrnerrtsjo,CONTFZACTOR promptly when .they, are due asprovid4in putfuniplis 143.and 14.1-3 8.4., OWNER's. duties in respect of providing lands and casements and providing cng surveys to Latidilish.r�tcrcncc points. are set Mhel�rparjgniphs4_1 and 4.4. 1 Paragraph 4.2' refers to OWNTER's identifying and makirw� available to CONTRACTOR copic-S of reports of explorations and tests of subsurface conditions at the site mid drawmgs•qf physical conditions in existing. 1, 1, I I I ) I I p structures at or edintiquous to the site, that have been.ildiind by ENO rN_CM'ih pr­efairing thc.Co'ntraca, Documents: forth:inlinmgrnpha3-�the'vetgl}-i,1 Cr- X6. OMNER is obligated to executeCharge bedas as indicated in -paragraph I . 0.4, and in respect of certain ins Forth .p�chons� tests. and apprmals is set ort in Pamgm0h� 134- in.connection with OWiNF,P'.iright to.qopWork or suspend, Work, see Nrigraphi; 13.10 and 15:1, Paragraph 1 1 5.2 1 'dcals­�witli- OWNER's right to terminate ry seic . es 0 . f.M\rrRX(.-rOR undercirtain*clocumitancci Xg; 'rh,� OWNER shall not supervise4, dircet or have control or• authority over, nor. -bc •responsible f6r. CGNUR-ACTOR's.niehns, methods,'terhniquds, sequence-S gr procodurcs; of construction or the safety precautions and prpM. ins. incident thereto, vi for any ' failure of -CpN,rR.,\G-r.ok. in comply with Law% and Rcgulatibris, applicable to -thu,fornishing or .PC rrorniance of the Wink OWNER will aot bx responiible-f6r CONTRACTUR's- Cailury to perrtam. or funnish the Work iii acwrdu-J'with 'the Contract Documents- Rfidiosetive fater�, revealed At the -suers SA fOF!h in Pffaeraph4�,_ 11. 4F ftnd to the exre it 91W? riFiatwia arrangernerim—havie­been—, made--io­7satis&—GW-NEW 2retV lah-urthe ARTICU 9-EINGMIFRIS •STATUS DURING coilsmuctI&N 9,1 ENGINIER will 'be O.WNIM's rcpreseiifatiirr d , urinaz the. construction. Funoti.; The dubs ,and. responsibilities and the limitations of authiii-ity of RIGM-ER .as OWLN'Efes, representative, during wristruction are set -forth in the ContractIPM-muents and shall not be exterided without written consent. of OWNER 9.1 fti\'-GMM will makc,viiits to the site at.intcrvnts� appropriate to the. various. stages of construction as ENG , MER: deems necessary, in order.co; observe as an ex nmcednnd'qualitiM Ucsip profc�ssiorcil the proirress. %V1 CITY OFFOK r COLLIINSMOOIFICAFION3 (ALk.'4POODJ that ha been made and the quiifitii of the mioiLs aspects ,or CorrRACTOW3 ttxecubrd' Word: Prised- on information obtained.dunrig such visitsarid obstrvatirins. fNGr,NEERwill 'cn&av()r.(6r the benctit of,OWI�M- to determine;. '-in if, 'the. Warl. is proceeding in 'accordance with, dir &mracr (Joc-urim meENGINEER .will not be required -to make- -C\haus I tive or continuous on- ,ae� ins . pectibrLs to chcck',the -quality in tluantity' of the Work E,\GL\IEI:R:s &6rts!.will be directed toward i I t .0 . providing r OWNER. a'greater dsrec of conFidence that th ' 6 completed Work will confc�rn generally to the :contiaci bbcumcrits* Oni iihe basis of suchtViiiis and or - site bbservritiam E-4GL\MFR will keep OWNER irdormed of the progress of the Work and will cndiavor to guard OW\ NPR iighinst &Jecnfve Work:ENCRAH.R's visits and. on -site ol-'ser-yation-s are subjc6t to all the limitations on ENGINEEKs authority and're:q=sibi5q, set. Fbith in paragraph 9.13, and particularly bta withcmt lirnitation. durirg or as a result of'ENIGNIEER3.uns�tc , - visitv, or o0vations; of (O'M'p_A'crOR's Work LNGFINEER will not supervise, direct., control or have authority over or be responsible for coN,,rW_;rQR's means; methods, techniques, seqUenceS or procedures of construction, or the satety precautions --and' programs incident thercto, or for any failure of CONTRACMIZ to. ocnaply, with* LawN ao& Regulations ippli9hlo to- the 'rurnishir ig of perf6rTm nce of the Work. ProjM ROrinenlafivc-, '�J :If bWNF:R and FNGILN,FER.rigree, kNGUNEER. will tiurnish a. Resident.Project Represchtative to assist ENIGNEER in providing more cm_t1nu6osobsa_vmi6ri of the Work- 'rhc responsibi [ides. a�rid :riuthMty and ,limitations thereon of arty such Resident Project will be isprovided in jamgpohd9.3 end '9.13- imd-4_411�suppl�awmary GriridiiiunTufthesc General! Conditions. If . OWNER desiigfizaes atnother reprdcrilativc_ or agent to, rep"sent OWNER at�thc site whoisncit: ENGIINEER!s. Consultant.. agent or cniplgyer.' the responsibilities and nuthurity an lirni ztiom, thereon of such odier'pers6n. will. be as The KsWre,scmativc's dcalin- piut matters rteainim, to.the on -site work will_ genZe be with the ENGINHER But. the' Z arid CONTRACTOR, Bu Representative will keep the OWNER properly' about !such matters. Thee � ftv Lth subcontractors will only be thrmOi o .full. CONTRACrOR. 93.2. b6tics and Responsibilities: kcfirescruativ %vill: 9-3.2.1 -Schedules - Pevicw the nrou-ens I ry I sc"ic and otlii scliedulcs prepired' by the; CONT-RL(ITOR-'.and' consult._ with- the -ENGNEER concernifia acwplabiliM' 93.2:2. Conferences- aril Meeting — Attend meedng with the- CONTRACTOP such -ag nTQnAructibn wnfiremx promess mectin"m —dawr' tob .-contgences, and -prepare and drallate copiesorminutes ofmecti= . 4123. Liaison 9.3.23A. Savo as: UNGINtRRS liaison with CONTRACTOR, working principiilly dirouWi CONTRACTOP'S m1perintendarivic assist the CONTRACTOR m undmmndim the Contratt0m:umenU ,9.3.2.3:� Assist in obt6iniitgfrom QWNER addifimal dernih. or -infomfatiorf when rcttuiired,� for pro= execution of the. Work., A3233: Advise the EI-461FIMFER and cowrRACTOP, of the commencement of any Work- requiring 'a Shop- Drawing or b,m a "proved by the FING [NEER: ,ARyit%v of W6rK%- Rciec6osi of NfeqiV jVork I mTeRtions and Testa - .9.3:_:4.1. :Conduct on -site ohscrvatitirts of ,in danonuinittg that the Work is. - cadin�•in' ,Rmorchnee with.theContria Documents. 9,3 2.4.3. Ac6miparj�tuig ugp tors get ��b or-athcr aLencies having jLtltkSion over the ProjqgL m ortL the rest w �,c _ of these inspections and report' Lo- the ENG M--ER- 911.1i lnter7iLliation of CmtriCt Document;.. Report to ENGWEER. .%4hm clarifications. and. inlciwelalibm or the',Cantract uments are itceded .and tmn=it .to CONTRACTOR clurifi,;tition, al2d injerptetAtion .of -the Contract DecumenLs-ws issuctJ by the ENGNEER: 9.3.3.6: Modifications.. Ccmsidcr and rvqjunje Coj\l.TPAC-rOlZS suggestions for WICITYCiii FORT COLLCS MODIM.C.A:!IONS IAAV4P2G00)- iuit'lifiattibn in Dmtvinsoc'Spot:di�tioris and Acturatcli'- Uw=iL -to. .CONTRACTOR degismis issuedby'the ENGDIErA 193:2,7i Records U,2-Ij Repo L L& •fep2m '' as required —of the ess of Lhe -prp� Work - and •of the CONTRACTORS schedule. of shoo Dmving and sq b �ml t 11 Ll 9ALS:2- Consult %ri IyEN 'adwirtca- of schedutimj ma tesM, 1 mWectionsor start of importantpkiscsotthe Work. 9.3.18:3. Dmft promxed Chame Orders 'and Wai, DirmtivqChangea;—Atammg 'unm cU8 510m'he CONTRACTOR �end16ENGFNELR 'han-K e ,ZTr dem"lork �Dirmtivc, Chimes and-fiel orders. 93.13-4, Report immediately to EANG =- - R itrid, CAWNTR the.cccurrmcc of arty accident. 9.3.2.9. NvmcnL Requests. Review srpplications for moment with cogRACTOR for.comphince with the -established —pi-medure fur 'their -subnli.zzon and fonvard.with recommendation to I 11 f I I I Lei iG13M=— - `noting- oartieiilaily the relationship of dhe payment re(luested to -the :;cheJulc of value.%. work completed -and materials and: euuiorticnt. delivered.at the•site•but nm,incorporatcd:in the Work: 93:2.1U Completion. '93210,1. Before •C"�3, GL\= .issues :a ( rrtllrate oCSubAantial Com letio `submit, to CONTRACTOR -a list of observe • items' �rcouirine carreclion or completion. 9:3.2.13?: Conduct tinakiri ction in lfie company_of.the -HNGINP.-HK-OWN ER and CONTR.V-,TOR .and preparc a Final list of items to be ccnraaed or completed: 9.3.2.I0.3. 'Observe. that all items on the, Finial list have bcen•corrected or completed and make recommendations to -ENGINEER concerning- acceptance: 9.33. Linritation•of Authorin'. "'fhe Rcyresentmtiveshall not: 933.1. .Authorize any deviations from the Contract Doduments• or -accept any substitute materials or_zgtn no unt, unlessauthorized by the: &MNI FER- 9:33`c': .Exceed.. limitations. of:`.ENGIFiEER'S' .nuthoritv.as set forth in the Contract Documents. 9.33:3. Undertake ary•of.the responsibilities of the CONTRACTOR.. 'Subcontractors. •nr S9_Y�$'NTOR'S suggrimMdent, 9,3:3:4. Advise ort or issue drectons-relative to- or assume control over ap)L spect•of'the. means,. methods. -techniques sequences or- pCoeedures .for coiI§Mxgon epees strcti.. I.S _ptiifically callz d forin the Confiner Uonanents.: 9.3. 5: Advise on or issue directions re�•tix rding oc •assume con of ow,,r safety; precautiuns.and -roams in ctmnections wah'the: Work: Q_.3.6. Accept .Shoo Drawiiirs_or_ample submittals. from anyone 'others than the CONTRACTOR 9.33.7. .Authorize .OWNER to -occupy the Work in whJ51e or in part: 9.3.zM.. Participate in specialized Geldor laboratory tests or inspections conducted by others. oci;g as specifically authorrzc'd.. by the ENGINEER:. Clarifications and Interpretations: 9.4. ENGNEER will issue with reasonable promptness such written clarifications. of interpremtip,m'of the f•1CDCGE'NF7GIL,COVUITIO;Jaa NUJ (1'YPI Eilitiwl •.at (i'Is of toter cotutcs :�Itiuu•:Ic mo�s tatiiv.i roeoi requirements of the, Contract Documents (vi the form of` Dnnimtgs,or otherwise) as ENGf\iEE) R .may determine necessary. which shall Lr consistent.with the intent ofand reasonably inferable from the ContmcL Ckxuments. Such written clarifications and interpretations will Lr binclini 6n 01Vr\rbR. acid CO,V'I'RACTOR. If Ol NI PR or .CONTRACTOR 'belicces ,that a written clarification or interpretation justifies an:adjusmtent in'the Contractt Price or the Contract Timed ruid'the partiesare unable to ASYec', to the amount or cment therwE i1 any. OWNER or CONTRACTOR may matkei tr written claim therefor ass provided in.Artiche.l t or Article 12. : uthori:ed Krria6otrsin Work' 9.5, MCGENEER may 'authoriic minor variations in' the Work .from the 'requiremoirts. of the COmract Doc-timents.which do not involve an a4J'�ustmertt in the. Contract Price or the Contract Times and are compatible with the design eoriecpt of the -completed Project.aa a functioning whole tis indicated by the Contract Qocuments. These trioy ho,notrmplishai by aFleld;Orcler and will. be binding, on OWNER, and .also on C:()eNTRACTOP .%vho Anvil -I erfbrm the Wotic- involved .promptl} If (AVNFR or CON'rRAC:TOR believes that a Field Or!r1jusufitsan aujusmient in the( ontraetpricc�or ,the C6rith Timcs and,the fxtrties are unable to agree as tn. th a .amount Or extent• thereof, OWNER or -CO\TRACTOR may make a tvritten•claim therefor as provided inArticle•1 I -or 12. 'Rejecting. t)eferlir•e Nark:. 9.6. F,NGINFFR Will.havc'authority to disapfrovcor reject Work which F,,TGWEFR iklievcs to be defective, .gr'that ENGENEER behievgs will not produce a completed Projca thin conforms tomt the Ccract Documents or thatwill przjudice_the integiny.of Ehe design concept of the. completed Project as it functioning Whole as indicated by the Contract Documents.. E, IGINEER will also, have nuthority .to regtive special inspection or tesurg of the ,Work as provided in parrgr•.tph 13.9,.w•hether-:or•noi the Work is. faNicactI, installed or compbetecL ,Shgp Drawiirgs, Change Orders are? Payments: 9.7. in coiviec[ion.i4itH ENGPtEERs atithorify. as to. Shop-Drdwirgs and'Sampies, see panag4aphis.6.24 through .6.28 mCIUSive•, 9.3: Rjutirmection with BNG=- Mls authority as to .Charge Orders• sec.-rticles IV. dl-, and l2i 99. -In connection with I"G@a7EER's'puthorityi as to, Qpplicdions forPtCymznv, sea Article.14. Deterrrrinationy.lor bid iWer'si: !).to. ENGINEER will determine the actual:quattiGcs and classifications of Unit Price Work performed' by- 00`+TRACTOR. F1i G rNEER will review with CON'I'RACl'OR. the ENCT NEER's preliminary, determination on such matters'befpre rendering a written decision_.thereon (by. mcomme`n&d6v. oF,an Application 21 ForFaynierttor•othen'vise),Ltii'GL�7LSiK'swTittendecisibn thereon - ifl: be first and binding. utvin -OWNER' and CONTRACTOR- unless. within ten days aster t}ie date of anysnich decision either OWNIM .or CONTRACTOR delivers to•tbe other and toENGRNEF.Rwritten.netice of intention to'agpeal from ENGMER's decision and' (i):an appeal (ram ENGINEER's decision is taken ivtthin the tuna limits and ai.accordarice with die•proeedures..set forth. in E.,dtibit GCa, "Dispute 'Resolution Agreement"-, entered into between OWDiER,and c6.%,rrR_ALuroP pursuant'tu Article 16, or (ii) if no _sbch;Dispute 2esglut.ion Agreement, has been entered imo. Wlii.mal proaedirng is instituted by lie appealing party in a.forurii of competent jurisdiciionW eCere sc such rights or irmedics as the appealing party may. have with respect to 'F;NGRNFFR's decision; unless otherwise agreed in writing by •OWNER and COArTRACrolR Stich appeal' will not be subject to the procedures of paragraph 9.11. Decisions pe DLgra'ies 9.11. ELNGR,NEER will be the initial interpreter of the requ cements oft lid Cataract Documents and judge of'the ace. Rt ility of the Wod:. thereunder; Claims..drsputes and osier matters rclati .to the .aaeIxahility.orthe Work or the, interprcmtion of the requiremerim. of die Contract Dccumutts pgtaining to the pertotmsrtcc"aril fntnishffig of the Work and claims -under -Vticics 1 I and 12 in rtspcct of changes in the Contract Price or Contract Times wilf be referred initially to ENGRNEFR' in writing -with a request for a formal deetsronth accordance viiththis pamcraph. Written notice of caci.such claim, dispute or other mutter will be delivered by �thc claimant to Et'�RG ,PlEER and the other, fnq to the Agreement promptly (but in, no event later than dtiay days) after the start•of'the occurrence or event giving rise thereto, ind written supporti g:data.will' lc:subrnia.cd u5 ENGLNFER.and ,the other party within SEhty hays after the start of such occurrence or.cvent unless -LNG RNEER .,flows an additional period at tinge for" lic submission ofadditionalor more mutate data iti srppoR of such clami, dispute or otiei matter. The opposing party .shall submit any, response to •C NGRNEER and the claimant within thirty, days after receipt at' -the claariiWs last submittal (unless" FINGiNEFR' allows. additional time): l3gGMEER will rendera formal,decision in writing within tiirtv'days after reuiptof the opposirig, paitys sbbmiital_ if any.; in "accordance :with this. pamIN graph GNEER's written decision an such claim, dispute or -other matter will, be final and bitding upon OWNFER.arid CONTRACTOR unless (i) an appeal from ENIGLYEEP�s decision is jaken within the time limits and in accordance with the 'proazlures MM set forth in "EIT' GC-� "Dispute: Rewlutitn:�eement"'.:entered into iatwaenOtVNERand CONTIL\GTOR ptusurmtt to Article IGi or'(i) if no such Dispute Resolution Agreement has been entered into:a written •notes of intention to appeal' from L:ar,.NL•ER's -written decision is delivered by OWNIER or CONTRaCTOR'to'thc other and to LNGIINEER tvitiin didity' days after the dutc of -such decision.. and a Corneal proceeding'is'itulituted by r inl the:appparyiin a lemon of c'onipetentjLi.r - ction fo exercise such rights or remakes ai the appealing party may have with respect to such claim, dispute or other matter in acccrdanc:, with applicable Laws and Regularions within si.. ty days. of the date of such' •EjCL)C GE-,4M [, CO,4MriOM 171u-stI0U C66M!- 22 wI CITY OF'FOR i�6'Ot:L1.ti NODlN1CA'IIONSI,RGY�Ii20fN1)' decision. unless othent'ise agreed' in writing by OWNER and CO fLRACTnR, '9.11_. When functioning, us interpreter and judge tender. pentgraphs9.10 and 9.L1: ENLN GEIR will not show ry cinlity to,0WI%J9k or, CONTR.ACI'OR and will not be liable :connection with any, interpretation .or. decision rcridered in good laithin such capaciiy. "The.renduing of a decision by ENGL\rEERpursua tuto paragraphs 9.10 or" 9.1l" with .respect .log any such claim: dispute a other matter (except anv'%vhich have been wa.iy ed by'the-rnak rag ai acceplance of final payment .as provided in paragraph l,IA3) will be a condition precedent to any c<ercise by OWNER or CONTRACTOR of such righti or reme,fi s as either may otherwise have under the Contract nocuinenm or by laws or Regulations in respect of ii_tiy such claim, dispute yr other mutter-puratuntlrLkrtreta-Frii 9.1J. Limitations on LNGMEER's Adthurio and' ReipansiNMdes_ .. .. _ . '9.13:1. Neither 'ENGNEER's authority or resporuibility. unt4r this Article 9:or under any other proyision of the'Contrnes Documents nor any decision madc•by ENO INUR in, good faith citha to cxcrcfsc ornot cxerasostich authority orrcspcmaibility or the undcrtakirii < 6icrcisc or performance of any aZahority or responsibility, by ENG@REER shall crcatc, imposts or give, rise to :any Aun• owed by: IITGL�RL•ER' to CONTRACTOR, any, Subcontractor, any Supplier. any other person or organization, or.W.any surety for or employee or agent of any.of them. 9,13:."_'- F`.Nti[NHFk will not supnviso;. direct ,control or have authority over or.be responsible for CONTRACTOR's means; mcthod., techniques, sequences or procedures of ceatstructian, or the safety precautiora and programs.inefdenr thereto, or for arty f tilore of CONTRACTOR to comply with Laws anil Regulations sppUwblc. to d i' tumiihing a per&nrnance of the Work:, ENGLNEFR will rot be responsible' for. COYTRACTOR's failure to,perfonn or litrtush the. Workk in accordance withithe Contract Documents 9.133. ENGINELR'•will not be resporwible for the nets cr omissions of CONTRACTOR & of any Subcontractor, any Supplier, or of any' other person or organization performing' or furnishing any.- of, the tVorla 9.13.4.-ENGLNEEK'sreciewrofthe -final Application for. Payment -arid accumpanvirig documentation and all maintenancc.and operating instructions. schedules, gummntzts_ Bonds and certificates of intpec'tior; tests, and approvals and other documentation required to be, delivered by paragralih.I412 .will only be to determine generally that their caritent.cgmpli'es:with, die.tequireincnts of. and in thc'case of ceatificata of inspectiors;. tests and approvals' that' the resilts- certifie! indicate' compliance with, the Contract Docu nmLs. 913.1 The limitationsupon, authoritg and 0 1 rgsponsibifity set forthin this paiagraph.9.13'sliiilf also- apply'to ENC; IEERs Corm. lumts,. Resident :Project Representative and assistants,. AR•I:ICLE 10-CH.LVCES'IN:TFLE•WORk 10.1. Without invalidating the Agrecmcnt and without notice to tiny surety. ORNZR may..IWImy. time'ur from time.to time„ order additions, deletion or,revisions in the Work.. Such additions,. Maions: or reJisions will: be authorized by a_ Written Amenditicnt a Change Order.. or Work Change, Directive,Upon receipt of nny such document, CONTRACTOR shall promptly, prooccd with the WA involved' wliic}i will, be performed under the applicable condidons of, the.Contract. Documents (except as otherwise specifically. provii4:d): 10.2: If OWNER and .CONTRACTOR arr unable •to agree as to the ewent, if hay. of'nn adjustment in the Contract Price or' an.adjustment.ofthe Cootract'rimes,that should he allowed w a result of a Work Change::Dirccuve', aclaim mnv ke made therefor as prrnidcd in Article 11 or Article 12, 103. COiNT..RACTOR'shall fiat he enudedto hnincreasc inthe Contract Price or an eetcrisicn of the Contract Times. widi reslxct u;any Wort, pistbmxd that is not required by the Cbntrnct. Documents as amended, modified - and supplementtidas providai inpaiagraphs 3.5 and 3,6, c�ccpt irithe 'case ofi.n critergency as provided in paragraph6:'_3 or in the ms: of -uncovamg Work, as. provided in paragraph 13:3. - 10,d. OWNER. arid, CONTRACTOR' shall c;Ccaite appropriate Change Orders,recoxnnwrided by ENGINEER. (or Written :Mcrxhiientsj covering:' 10A. I. changes in the Wort: which We (i). okdered, by owVN ER pursuanrto paragraph 10. I; (ii) required. be ause- -of accepfanc-e of di? ectn•e Work under paragmph'13.13 or correcting 'defectnv: Work: under paragraph 13;1 a orCtii) iigroed to by tie parties; 10.4.2. changes -in ifie Ccmract Price or Contract Times which are agreed to by the partizs;;md MAY .chiriges in the Contract Price or Contract Times which embrz_1y the substance of any written decision rendered by ENGINEER' pursuant to provided that, in Hen of.executing any.such ChangeOndT,, an appeal .may, -be tskeg. from any, such' decision in :acc4LIarice with the provisions of [Fie Conract,Documents and applicable Laws.and Regulations. butdurmL any such appppeeal. CUNTR:�Cf.UR' shall carry. on the Work acid fire to the �progres, schedule as provided in paragraph 6.29_ 10J. If noticeof any changwalfcctirg the general scope of die Work -or die proeisjrms.of,the Contract Documents: F7CDCt;F-,4 %,cot4L)rn0.113 t9ir Y09,x EiRiaii w!CTIY OFPORT COLLIM _%tooi1ric noN9 iREv•12nao) (including. but not limited toXontnct Price.or:Contrrtct Times), is required by the provisions of anyBond. to he given to a surdy, thc';givm^:of any'such'noitice %Jill be CONTRACTOR's respons-tbildy; and the amount of each �mpplicable Bond will be adjustedaccdrdingly. AR•rlCCb: t1-bi NGE:oF`C'.6mrRACt• PRICE 11.1. The Contract � Price constitutes. ,the- total conilxnsation (subject to audiorizedadjustments) Mablc, to CONTRAGIOR for.perfonming the W6rk. :VI r1 C16, restx)mibilities and ohligatuins as.signed to or undertaken by CON'i RACI OR shall be atCONTRACTOR's'expense without change m the Contract Price. 11.2 1'lic.•Contract Brice may only'bc change4 by a Change Order or by a Written Amendment Any.'eLiim "tar -ran adjustment in the Contract Price shall be based: on w6t0.n nquceddivered by d party•miikinb ifieclaiim to the other party and ,to ENGINE LRpromptly '(but in 'no event. later thin,thirty, days) 'after the start of •-the 1.occurrence or went g gin a risato the cidini and stating thq gentml nature of the claim, .Notice of the amount ul:the claim with.suppoiting d*a shall be delivered withinsicty days ;itte[ the. start of such occurrence or event (urdess I•\GINF -k allows:additional time for ciu mmitto'submii additiomtl,or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the_ adjustment claiided'o avers all known mucom-s to which the claimant is entitled as a resultof said occurrence or event ;all claims for adjustment' in the - Contract Brice .shall ba detenribaect'. by LNGf EER in acoordance 'with paragraph911' if OIWi'ER and .cbi-FI RAC-roR cauinut othcrvtsc agree on; the amount involved. :Nu .claim% fur-an.arljustinent .in the Contract Price will be valid if not Wbmitted in accordance with this panterdpti•1.1.3., - - - - Li3. The value of'any WkA o'.wer2tl'by it Change Order or of any.claim fox an adjustmeni in the Contact Pricewill be det6nuincd-us.follmm. 11:3A. where the, Wort: involved-is'eoJered by unit prices. cont in the .C'ontracr•f?iacuments. try•. application ut sui - umt. pgcesto'thc, quantiiies of the items, involved (stibjecv to the protisiom or Jj paragraphs I I :%!'.through 11.9 3: inclusivaj: 11.3.2. where.the Work involved is not eovered,by unit Arias captained rin the Critanict DoLumients, by a: muivally agreed -payment .basis iricludin;.lump sum (which may include'an:alloi}ance for overhEad' and profit. .not necessarily :in ac-coidaince with piragmph 11.6?); 11.13. where the Work involved, is not covered by unit prices contained in the, -Cortmict noctrmernts� and m. agreement to a lup um 'is not rat ched under paragraph 11.12,, on the bas;L; of the Cost of the Work. (determined as provided in paragraphs I.1,4 anti •11.5j PILLS ii CONTRAC:rws fee for overhead and prgfit (4A ermined as Provide d:6 paragraph I, ca.-Q of rile IVm, 11.4. The term Cast of the Work means the Sum of:all costs neci-ssarily incurred and paid. by'CONTRrACTOR' in the proper perfermance•of the Work._Except as otherwise. rbe agreed to in writing by OWNZ ER;'such costs. shall' n amounts no higher than those prevniling in the locality of- the project. Shall 'include only the follawing itcm%nndsHtll not include any'of the costs .itemiied- in paragraph 11. 11',4,LFlnyRoll costs For •emplovtcs in thc. direct. atipioy' of (:ONTRAC:TOR in the Ixrformance of the Work under schedules of job clnssiticntions ngreed upon by OWNER and cmITRACl'OR. Such anployces shall include without limitation supaintendenis, foremen and other personnel employee!"full-timr:at the. site. Payroll costs for ettiployees.not employed cull -tune on the Work shalt be appartidncd on tho basis of their time'spait. on the Work: Payri ll costs shall iacluda; lwunec be tun iiedtb; salaries arid 'wages plus the cast of fringe Benefits which shall include social security contributions,. unemployment, excise .and payroll "taxes.. workers'- cYatipettartiort'heal.li and -retirement benefits_ bonuses;, sae: y applicable thacto. The' esptmsts of performing. Work after rcgular working lac rm.on Samrd.nv Sundav or'legal holidays, shall tie included in the above to the extent authorized by.OtV ,rER: - .. _. 1.1.4.2. Cost of all materials and equipment ltiraished and incorporated in the Work. including casts, of transportation: and storage thereof, and Supplias!'Gcid services required in connection therewith All cash discounts shall: accrue to eo&rrR.at:~r0R unless OWNER deposits Curtis with CON TR \CTOR with which to make paymenlc in which c:ax the rash discounts shall amue� to. OWNER, Al. trade: 4iscounts,-rebates and refunds and retrain from Rile cif "surplus materials and_ cquipmcnr shall accrue 'to OWNER and CONTRA('1'0Rshall' make provisions so that they may be obtained 1.1.4.3. 1hymetita made by CONTRACTOR to the Subcontractors for Work' p=formed or furnished by Siibcoritiactors rf required by OWNER, 1W1)C OENER L CON1XT10M 19 ta-3 tt 94V Edaiml; -4 wfC1,YOF FORT CY7U,Ihti DfOO1F7CA'r10NJ1RL•y42Ut1U)' CONTRACTOR shall 'obtain competitive bids front SubLiiniractors - accepmhle to : 0" IM aril CONTRACTOR and shall' deliver such' bids to OWNER who will then determine, with the advice of ENGIRIIEER which bids: if any. will be acccpted..If any subcomTn9t.�.rmiidm that the Subcontractor is to be`paid on the basis of Cost of'the Work plus'a'fee, the Subcontmctrx's.Cast of the Work and fee -shall be determined in the same manni:r.as CONTRACTORS Cast of the Work and fee as pravid,:4 in 'pagagrttphss It 4, 11' 5 I G,6' !anal 117,, All subcontracts shall he subjecl:lothe other; provisiowoi the C:6m^act Documents insotar asapplicahle. I1:4:4: ' Costs of ,special consttltants•(including but 'not limited to cngi icas, architects, testing laboratories, Surveyors. attorneys, and accoumenls)' employed r6r services specifically reLtted to •the. W ark. I tAi5.. Suppinin5ntal,costs iiu:ludiitg tke.folltnving; r1.4,5:L' THe roportior) of ncressary .transportation; travel and suhsistence-expenses.ot CONTRACTOR'S •cm pincccs incurtI d in discharge of•dutigs'connected with the Work, IIA.5,2. Cost,, including transportation anal maintenance. of .allmaterials. supplies. equipment, -machinery,. appliances, otiice: and temporary facilities ni. the Site and hand tools not owned by the workas. which arc consumed in tilt Performance of:dic Work, and cost .I=_ market valueof:such items used but not consumed which remairi the propertv.of CO\r rRACTOR, I I.4.5.3 .Rentals or all consffudi-'n egtupment and machinery and the parts'there'of whether rented from CONTRACTOR or others in accotdtnce'tyith.rcttal agreements approved by OWNER with the ndv ice',gf.ENG WEGR.. ar d the custs of IransportatiorL loading, unlatJiri�, installation,-dismantUre Arid rentovabthere6f-all' in accordance: with tarns, .of mid rental- agreenients.. The rental of anysuch equipmem_ machintni, air oats_ -shall cease when the use thereof iY no�lvag, r necessay for dit Work. - 11.4.5.4: Sales, consthner, use of §imil_ar taxes related to ' the Woik 'and, for which CONTRACTOR is liable, hl{oscd by,Laws and 'Regulations. t 1.4.53: Depositslost for causes other than negligence of CONTRACTOR, aiw. Subcontractor' or anvone &ectly, or .indirectly employed by.myof them or for'whosc acts any of than may be.liahle, and royalty pAyrnents and fecs-'for permits andliixnscs. 11.4.5.6. Losses and dama.cs (and related expenses), caused,hy damage -to the Work; not compensated by instdance or otherwise. sustained by ('Q,',JT'RAC T0R in cotinectinn With the I I inane futnishu7g tVark perfor and of the (ercepc losses'tmd damages ienihin the deductible amounts of proppeerty insimneeIe'stablished by OWNER in :aecurtlarue 'with paragraph \ 9) provided they have resulted ses from cauother than the negligence of CONTR4(TTOR,. any. ' SACZohtractcr, .oir anyonei directly or -indirectly employed by any of diem or for whose acts'any of them may beItabk Such losses shall'includc _ settlements made with'the wnitcn ccroscnt and appiuval of OWPTEft No such losses, damages . anrrexpenses shall tic included in the Cent of the Work: for the " purpose of determining CONTRACTORS Pet IC however,. any such loss "or damage requires reconstruction and CONTR;c7TOR is placed in charge theicof, CONTRACTOR shallbe pail' for services a Tee pr6p6nio6,=to that stated in paragraph 11.6.2. 1 t 4 u:7: 'flic cost of .utilities: fuel and sanitary "facilities at the site. i 1.4.5.8. Minor, crpcnses .such astelegrams,. long distance telephone call.$; telephone service,nt the site„C\message and similar petty cash Items in connection with the Work.. HASA. Cost ufprcmiunisfor hddilional,Bonds and insonce required because of.. changes in the Wart.: 11.5; Incc tcrm,Cast of the 14'ar�shill'n6tinclude any of the follow mg: fzayTolI costs and other ,compencauom of CONTRQCTOR'S afTleYfS,. e.\ecunves, prutapals (of- purtnership and_solc pruprietorships): general managers, engineers, architects, .estimators; "attorneys, auditors:. accountants piirchastr6c-tutcl contracting agents;. cxpedl0.rS tanekeepers clert:% and other p7t.nnnel, ' employed by CONTRACTOR whether aCthe site or.6 CON PA&OR's .principal or a branch office fur general adminiaration of the. Wotk and not specifically included in the agreed' upon schedule of 'jab cltissihcntions referred to in paragraph 11 4 I or specifically coffered by paragraph 114:4-all of which Are to be considered admagistrative costs eavired by the, CO\TR\CTOR•s fee. 11.53 Expenses of CONTRACTt7R's principal and branch offices other than CONITR,krTOR's,of ice Ht the site. I L5.3. Any Fart of COtTRACTOR's capital' expenses including interest on CONTRACTOEM ' capital employed Car the Work and charges against CONTRACTOR For deGnquentpayments 11.5.4 Cost of pecmidans for till Bonds and fur all, ,u.naan a wh&her or not CONTRACTOR 'is retprired by the Contract Da.umcnts to purchase midi maintain .the same (.except for tli- cost of prcmiums.covered by subpbralaph I'L4:5:9 above). ' t;JC:UC06'P7ER�tL.CONU117t5vl:thl V;Y (I'Yi0 E:ibtiuil. w/ QTY OF PORT COtlati.S :�t01)IP7CAt10A'S {ItLV d2Di10) I Costsdue to .the. negligence of COa\TfRACTOR,. any 5ufi6tintmctor, or anyone directly or•indm:ctly:employed by any of them.or:for whose acts any of them may be liable including but not limited' to the correction aC tkjrctive- Work dLtposal.of.matennts ocequtprnent wrongly supplied and 'making gu6d'sny damage to property. - t l 5 o Other overhead or genem], expense costs of any lutd'and the costs of any itenn not speciGcallyand' e7cptessly'micluded in parngrph l lA, II't& Tha., �COi;rmtAcrow' .fee :allowed. to CONTRACTOR* foi overhead thud profit'shall be determined as, follows: 11.6. h. a mutually acceptablelixctil.fee_&.. 1 I o 2 :&a fixed ice is not aatrced upon; then.a fec hascd on the tollowing percentages of ttie.'t'anaLL4 pattions'of the Cost of the Work: II,6:'2.1., for casts• incurred under pam raphs l l_4-1 and 11 A 2, .the CONI,RACrOR's Iee.Ahall,hc"faRcenperccnr,. 11;6:2?. for costs incurred under paragraph 11.4.3, the CONTRACTOR's'Iec.sluill be five percent. 11.6,23 where one or more tiers of subcontracts arc on the basis of Cost, of the Work. plus a fee and no tired fee is,agrcech upon. tho .intent oCparagraphs..11,4,1, 11,4:2, I1.4,3.and It,G2 is that the Sul G.mracter who actually^ performs or turruk is the .Work, at whiitever tier, �ivlllbe paid a"tee.Of tifl&n percent U the:cwI:s incurredliy such Subcontractor tuider ISa agraphs f1.4.l trial 1I3.T:and 11.6:3.4.. 6S fee shall be p<aiable on the basis ofeosts itemized under paragraphs.) 1.4.4, 11.4.5 and 11.5; I l F 25 the amount of'c•redii to be' allow'cd by, CONTRACT OR to OWNER for any, change which results'in�a nerdecrease imcostwill be'the amount of -die actual net decrease in cost plus a deduction in CONrIZACTOR'S fee by an amount equal to Eve percent of suchnd &cease; and 11.6.16: when both, additions anil.credits.are. ,involved in anv one change, ;the adjustment ih COh'TRACT(JRs Ice ,hall be computed on the basis of the net chance in accordance with paragraphs l 1.6.2.1 through 11,625, inclusive, 11,7, tVhenever the .cost" of any CVork is to be 25: I