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HomeMy WebLinkAboutBID - 7244 LINDEN STREET STREETSCAPECity of Fort Collins 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 AND CONTRACT DOCUMENTS •: Linden Street Streetscape BID NO. 7244 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS June 13, 2011 — 3:00 P.M. (OUR CLOCK) 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. If a specific product type or brand of material or equipment is indicated on the drawings or specified in the specifications, three types of such product will be listed and the bidder may use anyone of the three or an approved equal, if the equal is acceptable to the engineer. The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 11.3. Bids by corporations must be executed in the corporate name by the Rev10120/07 Section 00100 Page 4 CONTRACTOR'at.any time may notifv.OWNER and LNUNIEER in writing that CONTRACTOR considers any such pail of the Work ready for its intended-usc and substantially completeand request ENGINEER to issue a ceru ca of Substantial Completion Cor that pan of the Work_ Withina reasonable time after either such "request, OWNER. CONTRACTOR and ENGINEER shall make an irspecttion of'that part of the Work.to determine itsstatus of oompletion if ENGINEEKdoes nix consijarahal D'art of the Work to VtYNtK and CUM RAUL UK,an wnnnggiving the reasons therefor: IC ENJGINEER coniiders ihat•pan of the Wort: to be substantially complete: the provisions of paragraphs 14.4 and 14.9 will apply with respect to certification of Substaraial Completionof that part of tie Wink- and the division of responsibility in respect ticraofand access thereto. 14.10,2. No occupancyor separate operation of pan of the Work- will be accomplished prior to compliance with.the,requirernents of paragm.ph 5.15 •in respect of property. insurance. Penal Inspection: 14A L Upon written notice from CONTRACTOR that the entire Work or an agreed .portion dicrcof is complete, [NG4�lEERdivill' make it limit inspection with OWNER and CONTRACTOR and will [motif, GONPKACTOR.. in. writing of all' peniculars in which this inspection, reveals that the Work is incomplete & rkfzctrve. C,ON-TRAC`f0R shall immediately take such measures as arc necessary to complete such }cork.oi rcnicdy such deficicpcics Final AplWeatevn for Povnnent: 14:11. After CONTRACTOR has completed all such corrections tei the satisGction;of IKIGiNEER,and delivered in accordance with ' the Contract Documents all maintenaitce and operating- instructions, schcilul , guarantees, Bonk, certificates or other evidenceof ra insunce required by paragraph .4, certificates.. of inspection, marked -up record documents (as provided in paragmph&19) and other documents. CONTRACTOR may make application for final payment following the procefte for progress payments., The ftnal,Application for Payment shall be accompanied (except' as previously delivererD_ by: (i)All akx:wttentation'called( for in. the Contract Documents. including but not limited to the evidcnce of insurance required by subpamgrapk5.4.13, (u) consent of the surety, if any. Ito final payment. and (ur) complete and legally effective. •rcleases or waivers (satisfactoy to OWNER) ER), orall tiers arising out of or riled 'err connection with the Work. In lieu of such releases or waivers" of Liens aril as approved by OWNER, CONTRACTOR may furnish receipts or, releases in full mid `atfrdivit.ofCONfTRACTOR that: (i) the releases and receipts imiude all tabor- services, material' and equipment for which a' Lien could lie feed., and (ii)all 'Payiolis, material and equipment_ bills; and other indebtedness connected with the Work for whieh.OWNFR or OWNER's property aright in any way be responsible have been paid or otherwisesatisfied If any 'Suhaontraaor or,Supplier fails EKDCoLNea,v. Cotmrnow 1910-8 rtrw 60(m. wfCITYor•FORT CULL1nsNioDuttcA-n0 Srasenr,aiot to furnish such' a release or receipt in, full. CONTRACTORmay famish a Bond or other collateral ;satisfactory, to OWNER to iiakmriify OWNER':agautst Any Lien Releases or waivers of liens and the consent of the surety, to finalize oavmem we 16 be'submitted'• on formscari irmingtotheformatoftheOWNER'Sstandard forms bound in theProied manual. Feral Payment andAcceptanee: 14,11 If, on the' basis of •ENGINEfiRs observation of the Work duuirg ciasinraion• and final inspection:. and ENGMFF.Ws review of the firwi Application for Payment and accomparrying dkicumenialion :as required' by the Contract" Documents, ENGINEER. is satisfied that the Work has been completed and CONE RAGTOR's other obliastiom under the Contiad Documents have been fulfill«(. ENGINEER will. within ten days after receipt of the final Applicaon for Payment indicate in writing ENGINEER'S -recommendation of payment and present the application_ to OWNER far payment. At. the same time,ENGINFFR will nlso give written notice to OWNER' and CONTRACTOR that the Work" is acccptable subject to the , provisions of paragraph 14.15. Otherwise; ENGINEER wi11 rctum the Application to CONTRACTOR; indi"mting in writing the reasons for refusing to recommend final pnymcnt inwhich case CONTRACTOR shall make the necessary conectiofs and resubmit the Application, Thirty days after prcsenrution to OWNER of the Applicatmn' -and accompanying doatmenuition,, inappropnate form - .and suhstance' and with ENGfNFRWi; recommendation and notioc of acceptability, the amount tecoinnicttded by ENGIgMP, 14.14, IC through no fault -of CONTRACTOR final coinTletion of the Work is sigditcantIv delayed and if F'di GINEER so ponfimm7 OWNER shall,. upon receipt of CONTRACTOR's final Application for'Payment and recommendation of rENGINEE•R, and without terminating the Agreement, make payment of the balance due for that portionorthe Wort: fully completed and accepted. ir.the remainini; balance to beheld by OWNER for Work not fully completed or corrected is I&s than the relainage stipulated in the Agreement and if Iiontds• have been 'li noshed as reiluirod. in pamgmph.5.1 the wrinen consent of the surety ' to the payment of the balance due for that portion of the Work tully,completed and accepted shall be submitted by CO_t`1TRt1CTOR to ENGINEER with the Application fair .such payment Such payment shall be made under the terms, and conditions governing final payment, ev:eptthat it -shall not constitute .a waiver of claims: Waiver ufClaimx 14.15.. The making and acceptance of finial payment will ,constitute: 14.15.1,a waiver of all .claims by OWNE:R.against CONTRACTOR except, claims arising from .unsettled Liens; from delegfve Work. appearing.after 31, W inspection ' pursuant to parrigraphI4,11, fir6m railurtmor comply with dit,Curinci Documents &,the tiniii' of an . spccufl• guarahtm'speci Ged thaiiiV, to from COR' IP,ACTOR'scontinuing obLiNtioris-under. the Contract D6cunciam." 14.15.1 A,waiver ol'all'.ciitims by CONTRACTOR' against OWNER ether than those previously made in writing and stHI unsettled., ARTICLE 15-SUSPENSION OF WORK AND i,mNnNA,r[0N- 6w,vERSlay Si *e,id'IFurk. 15.1. At' arty time -and, without OWN ER, may sus*d the -Work- or any- I porn . on , thereof fora pe.tiod of not more than rimly days by notice in Wriii4 to CbNTRA.CTOR'ind'FNGlNM which will Ex the date, on which Work will be risuied. CONTRAC-1:61k.shill' he ,Work an the date so. fired CPMRAcrOR, allowed an, a'dj*ustnl;nt in' the 'Contanct Price or an. 1. 'of the Contract Tinies, or b6tk- dirccdy Me in any . L y such st spersion :if CONTRAC-170P, an appicivod, clami 'diciefor as proVided in 11 And 12. 0 WNER 31ay terminate: 15.2: "Upon the occurrence. of any, one or more: of the following everts; 15,2.1- if,CONTRACTORrinisientlyfAils'topvKom the Work- in aceirdancc with the Contract 136currients (i . ncludi&'but irot Limited to, failure to supply sufficient skilled workers or suitable, - materials or equipment or f6ilure wirdherc t.6 the progress schodule canblished under - pit 2,9 is adjusted, from, time tq`ti in' .. 00 p-aragra le pursuant,to parairryph 6,6) 15.2-2 if CONTRACTOR, disegaidi L-nw!F 6.r Regulations of any public bodyhavingjarrisdictim 152). ii,CO3NTRACTORi.i3ie ris,thedtithecity6t M,MTINIER;,or 15:2.4. if'CONTRAC.7OR otherwise violates in any suhstintkl' Way. anyProeis-iong. Or the Co-r4met. Docurnents, ,OWNER- may, after givine- CONTRACTOR (and the surity; if am-) seven daye. written notice aria to the ixteru• permitted by Laws'and Re6Watidns. terminate die services of CONTRACTOR exclude CONTRACTOR kom the site and take ptirxssion, of the Work and of all -CONTRACTOR'S 'tools, apolinceb. construction equipm6a and ma.ditin6y.al the see and use the same to the' full orient they could' be used by CONTRACTOR (without liability, to CONTRAUOR for trespass or' conversion), 'incirparatc in the Work all materials, and eqt ipinerat stored at the site or fbi which OWNER has paid MDC UENULAL CONUTIONS 191" (19W Edtim) 32 SY01YOFFORT COLLIM MODWICA110145 (REV412MI) CONTRACTOR but which are stored' elsewhere, and ,caselinish'ilittWork ns,OWNER may deem emTerbiart. In such I . ,se CON -TRACTOR shaU novbe entitled to receive any -further payment pa until the -Work is fiitis�d. if the unpaid _ balanct'617. the Contract Price C.Kcemh all claims cctiis, losses irral damages sustained by OWNER arising out of or rcsultinE,firaia completing the Work- such e.xcis; will be paid to CONTRACTOR If such claims. coias. losses and damages. ekoced itich, unpaid balimm, CONTRACTOR -"U puy,t6ii diffe-rencic to OWNER. - Such claims, cLists. losses and damHW incurred li"y OWNERµ,M be r6viewed, by,ENGU4_U_R_ 'a's Itipproved' ENGLNEER,inbarpromted in a Cliiinga Order. -when excicisiij any rights or remedies 6da: this"parriLamph OWNER; shall riot be. required to, 166tainthelo" pri6c�f(irthc West - WK- pirforinind. 15.3. Where CoNrl*Rj1&.OR's services have been so term4mW by OWNER, the'termination,will not affect or remediesof ' OWIMPR.' apihit any CTOR then cfistingran' thereaft& or which, y accrue. Any-retentio-n- 'or paymeni,�of .moneys due, M CONTRACR�g- 'OWI�FR will,_ not release CON*rkA(,,7TOR liability.* 15.4. Upon, seven, day,_� written notice, to CONTRACTOR and EW3lNFFROWNER may, without cause and with6ut prejudice in ani,athei ri&'or remidy of OWNE[t clect to terinirtate the A greerneril. In Ruch cnsc, C(iNTRACTOR shall' b, paid (without, duplication ofanylitems):: UAL W Completed and acceptable Work c.,cmutod iji accon:lan6c'with die Contract Documents'liior to the ef(ective drac�of temainatibri, including fair and reirisotiable sum& for overh6nd and profit on such work; 15.42, for.exIienses sustafired prior to flie,effective date of termination in performing. servicesand wird's-hing labor. -ma,Wialso-r,e-,qu--jp-nient-as requ - Lred b� the Contract Documents. i . rr'� . connection on with uncompletedWrk.plus lair-'andIreaseabld - sums for. overhead and profit onsuch, "perae-; 15.43 - I.or 'all claims, costs, losses, and autrages mcuried',in seitiement,ottermilatid contracts with Stibcontructos. Suppliers and others, and ' 15.4,4.. ffirreasponable t -m - . qmses dir,Wly. nttii.bu able -to terminaLio CONTRACTOR'sfiall,not 'be riafd -on account of less of antiF.ipatcdl` orits Gf'LfCVcnuc'or oilicr"..econcanic lam arising out ofor resultingg firbrri=h ,.M,,, I on- 0O3VTR,lCT6# Slay srup mark or Tffmimrte: 15.5. IE tluoWh no actor fault of CONTRACTOR die Work is-susperided for a period of more than -ninety days by OWNER'. or under an order of court or other public authority, or HNOINUR fails to ad an any Application for puyerent withii, drirty days after it ,is::submiued_ or OWNER fails for thirty days to 0y,c0NrR_ACTOR, any, slim finally determined; to be due, then CONTRACTOR may; upon seven days' written notice to. OWNER Find IRNGMER and provided OWNER or ENGINEER do not remedy such suspensiim ur failure within that• time, terminate the Agreement w and ieeer from OWNER pa.ment on the same terms is provided in Qantgraph 1 S.J. Iri lieu of terminating. the Agreement and without prejudice to any other rrol or rernedy; 'if ENGINEER has'feiled to act on an -' plicattan for p9ymem within thirty days alter it is submitted, a OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be'duc. CONTRACTOR may upon seven days' µTiRen rtodce io OWNER arid ENGINNiR stop the Work until payment of all ,such amounts due CONTRACTOR including interest thereon 'rhe provisions. of this paragraph 15.5 -are a not intended to precrude CONTRACTOR from making claim under Articles 1 I and,12 far an increase in Con_ tract Price or Contract times or otherwise for.expen"ses or damage dinxdy attributable to CONTRACTOR's stopping Work as permitted bythis paragraph: AR'CICLE 16—IMIAITE RMOLUTION If and to the ceteit that. OWNER and QONTRACTOR --have agreed on die mcthaf and procedure for resolving dispites beiween them that may arise, under this Agreement,,such dispute resolution method and procedure, rf any, shall he as set forth in :Exhibit GC .4, "Dispute t2csnlotinn .agreement" to be attached hereto and made'a part Hereof, If no such agreunera on the mcthod�iand pr ,gccdure' for resolving such dispu" has been reached; .and subject toLthe provisions. of pamgmpim U0. 9:11 and 9,12,, O%V, ER and CONTRACTOR may exercise such rights•or &--medics as cither.may otherwise have under the Contract Domments or by'Laws or Regulatuins in respect of any dispute. ARTICLE 17—NUSCELLANEOUS wing Nmee.• 17.1- Whenever .any provision of. the Comruct. Documents reyuves the giving uf,w-citten notice, it, will be -deemed to have b&nnvalidly given if delivered in Berson to the individuator to a mcmbero f the firm, onto an officerof cor the pwalfon for,whom:it is inlendeiL or if delivered al or sent 'Iry rtgis]ereal or certified mad,,postage prepaitL to -the last business a dress known to the giver of the notice.. 17.2: Contpittation of Tiine.• 17.2.L When any period of timc is referred to io the Contract Documents by days it ,will be computed to eeclude the first and include the last day of such Period. If the last day of any such period falls on.a Saturday or Sunday or on a day madc,a'legal holiday -by the law of the applicable jurisdiction: such day will be omitted frorn'the camputanom. E.tt DC(NI1FM CONDITIONS 191 M 1 tJ44) e5timl. w/ C]lY OP FGkT CULL] M MODIFICATIONS tRh r(916) 17.22. A calendar day of twenty-four hours. measured from midnight to the nextmidnightieill constitute a day, ,Nodee ojclnim: 17.3. Should OWNER.or CONTRACTOR suffer injury or damage to -person ar.propertybecause of,any error, tsuissumor act of ihebtha party or of any•of the other pan}?s employees ar agents -or otheis for whose acts the other party is legally Gable,. claim will be made i_n wetting to the other pe ry within.a rea%onnble� time of die first observance of suet% injury, fir damage.. The provisions of this paragraph 173 "shall not be, conswed-as a-sutxtitute. for or a waiver of the proviaio s of any'applieahle statute of limitations,or reposs.Cunudanr•e Remedren: IT.4. The duties and obligations imposed by these General.Conditions and the rights and raneclks available hereunder to'.the parties hereto• and in paiiiculaz but without limitation, the, warranties.. .guanmtm and obligations imposed upon CON15L CTOP' by paragmhv6,11 616,6.30,6.31 6-32; 13;1 13.12; 1311, 14.3 and 15.2 and all of the rights and remedies avnilahlc to OWNER and -FNGINEER'thereundv, are'in addition in. and are not to bi .cmutrued in any way as a limitation ,of, any rW_o and remedies available to any _or.all of them which are otherwise imposed or availabke by Laws or Regulations hy,spccial,wairanty or &ramec or by other provision% of the Contract Documents, and the isiorts of this paragraph -twill' be as, effective as ilkrepeated specifically in the Contracl.Documents in connabtion widi each particular,duty'; obligation, rightand,mmody to which' they apply, Professional fees and C.ourrCoserIncludcit 17.5; Whenever reference is made to "claims costs,. losses and damages it stall include in each case, but.not be limited to, all tees and charges of engineers. architeems attorneys and ,other professionals and all -court or arbitration or other dispute resolution casts 17 6. TItte 1ws'4flt estate oi_—o I —ado apply t0_this A6 cement Referen:e to.two pe.finem Colorado siatutrs are as follrnys 17.6.2. If a claim 'is filed, OWNER is pMuired by law (CRS 38-264 U7).10 withhold from. all'nayments.to CONTRACTOR w1ri6ent funds to insure -,the payment of all claims for labor, materials• tans hire sustcnance —bri vision, itrovender.or other suonlies •used' or oonsurned by CONTRACTOR or -his 33 ME)C UENWA :'CONDI OM 0111-8 (MU E66m). ati arty OL• F'ORT OGCUSS NiODIFICGTIONS (IiGV,IQIIW) (This page left hlenk intintional&.) E I)CUENERAL-CONDMOM191vs699uWtiuil. 35 u•! Q'IY Of f•O&T LULLI NS 110UII�IGTIONS IRhY •1R9110) �� FJCOc;O"LiL U:'CONDI nomt9mgji9w E(won) d/ UlY OF FORT OJLLIM MOOIFICATIONS (RE.V 4P000) EXHIBIT GC -A Jo Cencral Conditioar of''the' Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGRMILNT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of die Construction Contras •,betw en OWNER and CONI'R a(TOR. is amended to'incdtide.the'following agreementof the parties: 16.1. All claims, disputes and other matters in question' between OWNER, and .CONCRACI'OA.arising otn of or relating to the Contract Documents or the breach thereof (erupt for claims which have preen waived by the E-or acceptance of Final payment as provided' by' .raptt 14.15) will be •decided by arbitration in :accordance with the Canstnaction Industry., Arbitration Rules of the American Arbitration Association then obtaini .?object to die limitations of the Article 16. This agreement so to ,arbitrate and any other agreement or consent to arbitrate,entered irito•inaceurdance herewith as provided in this Article 16 will be specifically enforceable under the prevailing lawof any. court havingjurisdacuon 16,2. No demand for arbitration of any claim,. dispute ,or other matter that is required to be referred to ENGR-TEER initially for decision in accordance with paragraph 9;11_ will be made until the earlier of (a) the date on which FNGLNEER has rendered a written decision cir (b) the thirty -first-day after the parties have prewnted their evidence to QpGNEER if a written decision has no been rendered by ENGINEER before that date; No demand for :arbitration of any such claim; dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in aspect thereof in accordance with paragraph 9.1 h. and the failure to demand; arbitration within said thirty. clays period will result in _ ENGINEER's, decision being, final and 'binding upon OWNER and CONTRACTOR. If ENGINELR renders a decision after arbitration proceedirip'have,bbeen initiated, such decision may be entered as evidence but will not saipersde the arbitration proexdings, e.weptwhere the decision is acceptable to the parities concerned. No demand fa arbivation of any u'riam decision of IuNGINEER rendered is accordance with paragraph 9.10 will be made later than ten days after the party making such demandhas delivered Aiitten noticc'of intention to,appcal as provided in piaragraph 9.10. 16.3. Notice of the demand for arbitration will be riled in writing with the other party to the Agreement and with the American Arbitration Assoctetion, and a copy will be sent to ENGINEER for information The' demand for arbitration will be made widiiit the thirty­d9y or terralav Period specified in paragraph 16.2 as applicable, and in all other cases within a masoriable time alter the claim, depute or.other matter in cpuetrion has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable pax0diras based an stirh claim, dispute or other matter ern question would he barred by the .applicable statute of limitations UJIX GENERAL CONDITIONS 1910-3 (1990 tatitim ) ,V CITt'OFFORTCOLLINS U0DTFICATn0'S(RFV9i99r 16.4, Except ris provided in paragraph 16-5 below, no arbitration a istng, out, of or relating. to the Cortiract Documents shall include lw.consolidation. joinder or in any other manner any -other person or entity (including ENGINTEER, ENGINEERS Consultant and the, officers, directors; agems, employees or consultants of anVcif them), who is not a party to this contract unless: 16.4. L the inclusion of such other person or eraity. is necessary if complete relief is to be afforded among those who are atma4 parties to the arbi"tion, ariil 16.4.2. such other person or entity-is_.substantially involved in a question -of law or fact which is, common 6 thosewho are already parties to•the arbitratiorcand' which will arise in such proceedings, and 16.4.3. the written ccuscia of the other ppeersonor entity sought to be included' and of OWNER and CONTRAM'OR has. hem obtained for such inclusion; which consent shall make specific refemitcr to this paragraph: but no such consent shall constitute consent. 0o arbitration of any dispute not speciftcally'describcd' at such conaem or to irhnnition with any potty not specifically identified in such consent. 16,5. Notwithstaraling paragraph 16.4, :if a claim,. dispute or other -matter in question between OWNER and CONTRACTOR involves the' Work of'a Subcontractor, either OWNER or CON_rRACTOR may join such 'Subcontractor as a party to the arbitratican between OWNER and CONI'RAGPOR hcmiandcr, CONIRACfO1i shall Include• in all subeontmi:ta required by paragraph 6.11 a li*itic provision, whereby the, Subcontractor cgtscnts to being joined 'in an arbitration between OWNF.R..ard CONTRACTOR involving the Wort; of such: Subcontractor. Nothing, it% this pamgniph 16.5 ninr in they provision of such subcontract consenting to joinder shall create .any claim, right or cause of .action in Livor of Subcontractor and against OWNER.. ENGINEER or ENO EER's Consultants that does not otherwise eeist. 16.6. The award rendered by the arbitrators will be final, judgment mny pie: critered upon it in any court having jiii-Miction thereof, aril ii will notbe subject to: modification or aPPeal- 16.7: OWNER and CONTRACTOR agree chat they shall fist submit :any and all unsettled claims, counterclaims, disputes and other matters in goestion between them .arising outof-or relating to the Coitjmct Documems'or the,breach thereof ('disputes.)- -to mediation by the AmericanArbitration Associahcm trader the Construction Ualusiiy Nfodiation Rules of the Amerimn Arbitration :Association prior to either of them initiating against the, other a demand for arbitration pursuant to paragraphs- 16:1 through 16.6. unless delay in initiating arbitration would irrevocably prejudice one of the parties: The respective thirty and ten day lime limits within which to 61e a demand for.arbitmjiorl as provided in paragraphs 16.2 and 16:3 above shall' be suspended with respect to a dispute submitted to mediation-, within those same applicable time limits and shall.remain suspended until ten days after the termination of the mediation The mediator of any dispAltc suhmitted'to mediation under this Agreement shall notserve as arbitrator of such disruto unless otherwise aeieed. QC -Al E.Ii:Di: e•�Fx,u. crnminoNs I sI q-s t I990 E4iim1' WMT,OF FORT COLLI$S MOOID7CATIOM IRQV 9i9 W -W-A I SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 CDOT SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the corresponding paragraphs as indicated of the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Final Pavement Design & Geotechnical Engineering Report, Yeh & Associates, Inc., Project No. 210-218, March 10, 2011 Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. SC-5.3.2 Add the following: The State of Colorado shall be added as an additional insured. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The State of Colorado shall be added as an additional'insured. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: Rev10/20/07 Section 00800 Page 1 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 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. Rev10/20/07 Section 00100 Page 5 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. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-6.4.1 Purchasing Restrictions Delete the complete paragraph SC-6.4.2 Cement Restrictions Delete the complete paragraph SC-6.5 Contractor Responsibilities —Amended in its entirety to read: All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties, if any, provided in the Specifications shall run specifically to the benefit of Owner. If required by Engineer prior to final payment as provided for herein, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of the materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. SC- 6.30.1. - Contractor General Warranty and Guarantee - Delete the complete paragraph 6.30.1.1 Specific Warranties. Contractor further warrants and guarantees that any Work covered by a specific warranty provision contained in the Specifications shall be performed in accordance with the applicable warranty and any such Work shall conform to the warranty requirements during the warranty period stated in the specific warranty. SC-13.12 Correction Period Delete the complete paragraph SC- 14.15.1- Waiver of Claims- Amended in its entirety to read: 14.15.1 a waiver of all claims by Owner against Contractor, except claims arising from unsettled Liens, from defective Work identified and reported to Contractor during final inspection pursuant to 14.11, from failure to comply with the Contract Documents, or the terms of any specific guarantees or warranties specified therein, or from Contractors' continuing obligations under the Contract Documents; SC-17.6.1 Delete the complete paragraph SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Linden Street Streetscape CONTRACTOR: PROJECT NUMBER: 7244 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O.o OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing $ .00 0.00 0.00 0.00 $ 0.00 DATE: DATE: DATE: DATE: DATE: Rev10/20/07 Section 00950 Page 1 NUMBER 1 2 3 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 PROJECT: 7244 Linden Street OWNER: City of Fort Collins Streetscape 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 DATE Net Change by Change Order The present status of the account for this Contract is as AMOUNT I follows: Original Contract Amount: Net Change by Change Order: Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: $0.00 1 AMOUNT DUE THIS APPLICATION: 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. Rev10/20107 Section 00960 Page 1 $0.00 $0.00 $0.00 Date: APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. 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Amount Qty. Amount Qty. Amount Stored Materials This Period PAGE 3 OF 4 Total Earned Percent 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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 Section 00960 Page 3 Section 00960 Page 4 No Text COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS CITY OF FORT COLLINS, COLORADO - LINDEN STREET The 2011 Standard Specifications for Road and Bridge Construction controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. When reference is made to "CDOT", "the Department", "Transportation Director", "Chief Engineer', "Resident Engineer", "Project Engineer' or "the Engineer' it will refer to the City of Fort Collins and their assigned staff. Reference to manuals or publications shall still pertain to the Colorado Department of Transportation. PROJECT SPECIAL PROVISIONS Date Page Index Pages (April 29, 2010) 1-2 Notice to Bidder (April 29, 2010) 3 Commencement and Completion of Work (April 29, 2010) 4 Contract Goal (Combined) (April 29, 2010) 5 OJT Contract Goal (April 29, 2010) 6 Revision of Section 102 — Project Plans and Other Data (April 29, 2010) 7 Revision of Section 106 — Conformity to the Contract of Hot (April 29, 2010) 8 Mixed Asphalt Revision of Section 203 — Embankment Material (April 29, 2010) 9 Revision of Section 212 — Seeding, Fertilizer and Sodding (April 29, 2010) 10-12 Revision of Section 213 — Mulching (April 29, 2010) 13-14 Revision of Section 214 — Planting (April 29, 2010) 15-18 Revision of Section 304 — Aggregate Base Course (April 29, 2010) 19 Revision of Section 403 — Hot Mix Asphalt (April 29, 2010) 20-22 Revision of Section 607 — Fences (April 29, 2010) 23-26 Revision of Section 608 — Sidewalks and Bikeways (April 29, 2010) 27-32 Revision of Section 613 — Lighting (April 29, 2010) 33-34 Revision of Section 622 — Rest Area and Buildings (April 29, 2010) 35-38 Revision of Section 623 — Irrigation System (April 29, 2010) 39-41 Revision of Section 626 — Public Information Services (April 29, 2010) 41-44 Force Account Items (April 29, 2010) 45 Traffic Control Plan — General (April 29, 2010) 46 Utilities (April 29, 2010) 47 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 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. Rev10/20/07 Section 00100 Page 6 COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS CITY OF FORT COLLINS, CO LINDEN STREET STANDARD SPECIAL PROVISIONS Date No. of Pages Revision of Section 105 — Violation of Working Time Limitation (February 3, 2011)1 Revision of Sections 105 and 106 — Conformity to the Contract of Hot Mix (February 3, 2011) 7 Asphalt (Less than 5000 Tons) Revision of Section 106 — Certificates of Compliance and Certified Test Reports (February 3, 2011)1 Revision of Section 107 Responsibility for Damage Claims, (February 3, 2011)1 Insurance Types, and Coverage Limits Revision of Sections 107 and 208 — Water Quality Control, Under One Acre of Disturbance (February 3, 2011) 3 Revision of Section 109 — Asphalt Cement Cost Adjustment (February 3, 2011) 2 (Asphalt Cement Included in the Work) Revision of Section 109 — Fuel Cost Adjustment (February 3, 2011) 2 Revision of Section 109 — Measurement of Quantities (February 3, 2011)1 Revision of Section 401 — Compaction of Hot Mix Asphalt (February 3, 2011)1 Revision of Section 401 — Compaction Pavement Test Section (CTS) (February 3, 2011)1 Revision of Section 401 — Temperature Segregation (February 3, 2011)1 Revision of Section 601 — Concrete Batching (February 3, 2011)1 Revision of Section 601 — Concrete Finishing (February 3, 2011)1 Revision of Section 630 — Construction Zone Traffic Control (February 3, 2011)1 Revision Of Section 630 — Retroreflective Sheeting (With Type VI Sheeting) (February 3, 2011 1 Revision of Section 712 — Water for Mixing or Curing Concrete (February 3, 2011) 1 Affirmative Action Requirements — Equal Employment Opportunity (February 3, 2011)10 Disadvantaged Business Enterprise — Definitions and Requirements (February 3, 2011)14 Minimum Wages Colorado, (October 29, 2010)9 U.S. Department of Labor General Decision Numbers CO20100014 and CO20100015, MOD 5, Highway Construction, Statewide On the Job Training (February 3, 2011)4 Partnering Program (February 3, 2011) 1 Railroad Insurance (February 3, 2011)1 Required Contract Provisions — Federal -Aid Construction Contracts (February 3, 2011)10 NOTICE TO BIDDERS 2 The proposal guaranty shall be a certified check, cashier's check, or bid bond in the amount of 5 percent of the Contractor's total bid. Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site and plan details with an authorized Department representative. Prospective bidders shall contact one of the following listed authorized Department representatives at least 12 hours in advance of the time they wish to go over the project. Resident Engineer - Dean Klingner, P.E. Office Phone: 970-221-6511 Project Engineer - Mark Laken Office Phone: 970-416-2907 Cell Phone: 970-222-3546 The above referenced individuals are the only representatives of the Department with authority to provide any information, clarification, or interpretation regarding the plans, specifications, and any other contract documents or requirements. If the bidder has a question or requests clarification that involves the bidder's innovative or proprietary means and methods, phasing, scheduling, or other aspects of construction of the project, the Project Engineer will direct the bidder to contact the Resident Engineer directly to address the question or clarification. The Resident Engineer will keep the bidder's innovation confidential and will not share this information with other bidders. The Resident Engineer will determine whether questions are innovative or proprietary in nature. If the Resident Engineer determines that a question does not warrant confidentiality, the bidder may withdraw the question. If the bidder withdraws the question, the Resident Engineer will not answer the question and the question will not be documented. If the bidder does not withdraw the question, the question will be answered, and both the question and answer will be distributed to all plan holders. If the Resident Engineer agrees that a question warrants confidentiality, the Resident Engineer will answer the question, and keep both question and answer confidential. Resident Engineer will keep a record of both question and answer in their confidential file. Questions and answers shall be used for reference only and shall not be considered part of the Contract. COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 51h day following Contract execution or the 20th day following the date of award, whichever comes later, unless such time for beginning the work is changed by the Chief Engineer in the "Notice to Proceed." The Contractor shall complete all work in accordance with the "Notice to Proceed." Section 108 of the Standard Specifications is hereby revised for this project as follows Subsection 108.03 shall include the following: The Contractor's progress schedule may be a Bar Chart Schedule. Salient features to be shown on the Contractor's Progress Schedule are: (1) Clearing & Grubbing and Removals (2) Earthwork and Reconditioning (3) Curb and Gutters & Sidewalks (4) Aggregate Base & Hot Mix Asphalt (5) Landscaping (Planting, Irrigation, Lighting, Streetscaping and Fences) (6) Clean up and Demobilization CONTRACT GOAL (COMBINED) The Department has determined that Underutilized Disadvantaged Business Enterprises (UDBEs) will participate by contracting for a part of the work of this Contract. The contract goal for participation in this Contract by certified DBEs who have been determined to be underutilized has been established as follows: UDBE* 10 Percent The percentage will be calculated from proposals received for this project according to the following formula: Percentage = 100 X **Dollar amount of work to be contracted to underutilized DBEs (UDBEs) Total dollar amount of the original Contract * All DBEs will be considered to be UDBEs. ** Based on DBE contract unit prices rather than prime contract unit prices. NOTE: Specific Good Faith Efforts required to meet the Contract Goal specified above are defined in the Standard Special Provisions. In addition, the Transportation Commission has determined an overall 12.69 percent annual goal for the participation of all DBEs. ON THE JOB TRAINING CONTRACT GOAL The Department has determined that On the Job Training shall be provided to trainees with the goal of developing full journey workers in the types of trade or classification involved. The contract goal for On the Job Trainees working in an approved training plan in this Contract has been established as follows: Minimum number of total On the Job Training required 320 hours REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the following: After the proposals have been opened, the low responsible bidder may obtain from CDOT's Engineering Offices, at no cost: 2 sets of plans and special provisions; and if available for the project, one set of full-size cross sections, one set of full-size major structure plan sheets, and one set of computer output data. If the low bidder has not picked up the plans and other available data by 4:30 p.m. on the second Friday after bid opening, they will be sent to the Resident Engineer in charge of the project. Additional sets of plans and other available data may be purchased on a cash sale basis from CDOT's Engineering Office at current reproduction prices. Subcontractors and suppliers may obtain plans and other data from the successful bidder or they may purchase copies on a cash sale basis from CDOT's Engineering Office at current reproduction prices. REVISION OF SECTION 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT Section 106 of the Standard Special Provisions is hereby revised for this project as follows: Subsection 106.05 shall include the following: For this project, Contractor process control testing of hot mix asphalt is voluntary. REVISION OF SECTION 203 EMBANKMENT MATERIAL Section 203 of the Standard Specifications is hereby revised for this project as follows: In subsection 203.03(a), first paragraph, after the second sentence add the following: Embankment material shall have an R value of at least 30 when tested by the Hveem Stabilometer. REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised for this project as follows: In Subsection 212.01 add: This work also consist of providing and incorporating organic amendment (compost) into areas designated for sod. Soil amendment not required in areas designated in areas to receive native seed. In Subsection 212.02, delete (b) Fertilizer. Fertilizing prior to sodding or native grass seeding shall not be required. In Subsection 212.04, delete this entire paragraph. Lawn Grass Seeding is not specified on this project. Subsection 212.05 (a) shall include the following: Organic Amendment. Material shall be A-1 Organic, Colorado Compost or equivalent approved seven (7) days prior to bidding. Compost shall meet the following specifications: A totally organic product (Mountain peat is not acceptable in the amendment) that has been aerobically and naturally processed without the addition of coarse wood chips, in such a manner as to maintain a consistent temperature of 140 degrees Fahrenheit or greater for a period of time sufficient to create the following characteristics, measured by dry weight: Maximum allowable organic matter: 60% Organic matter to nitrogen ratio 25:1 to 30:1 pH: 6.5 to 7.5 Salts: 2.0 to 3.0 minhos. Less that 40% inorganic matter. Less than 5% soil, dirt, or sand. Maximum particle size of %z" diameter. Eradication of all harmful weed seeds, pathogens, and bacteria. A well decomposed earthy smell (non -offensive). Soil Amendment shall be applied at the rate of 3 cu. yds. / 1,000 sq.ft. Examination. Verify rough grading is within 1 tenth of a foot. Verify site is free from obstructions, objects, or structures that are not a part of the final site construction. Verify major drainages are completed and in place. Do not start work until the site is acceptable. Once landscape grading has commenced, the Landscape Contractor shall be responsible for bringing all grading to final line and grade and creating positive drainage. Clearing. Prior to any soil preparation, existing vegetation not to remain and which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations the ground surface shall be cleared of materials which might hinder final operations. Soil Preparation and Finish Grading. Protection - Field locate all buried cables, wires, electrical service, irrigation lines and any other subsurface element that may be damaged during ripping operations. Stake and/or paint locations with an easily visible system that will enable equipment operators to avoid damaging buried utilities. Prepare all turf, shrub bed, and ground cover areas as follows: Rip soil to a minimum depth of 12" in two (2) directions using an agricultural ripper with tines spaced no greater than 12". Areas adjacent to walks, buried obstructions, structures, curbs etc. where the use of large mechanical equipment is difficult, shall be worked by hand. If roots of trees are encountered, minimize ripping operations as needed to avoid cutting roots or damaging plant material. 10 (2) REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Apply Roundup to areas to be seeded a minimum of two (2) weeks after topsoil has been redistributed and before application of soil amendment. Apply Roundup only when weeds are growing vigorously. Apply at manufacturers maximum recommended rate. Spread the following amendments over the entire area to receive sod. Incorporate the amendments into the top 6 inches (or as noted below) of soil by rototilling: Turf Areas Compost: 3 CY/1,000 sq.ft. Fertilizer: Not Required. Bone Meal: Not Required. Incorporate amendments by discing or rototilling into the top 6 inches of soil. Obtain a uniform mixture. Work tight areas by hand. Restore fine grade with float drag to remove irregularities resulting from tilling operations. Float drag in two directions. Eliminate uneven areas and low spots. Establish a finish grade that provides positive drainage as indicated on the grading plans. Remove debris, roots, branches, stones, in excess of V inch diameter in size. Coordinate grading of subgrade to the following depths: Adiacent to curbs & other Surfaces Sodded areas V below curbs and walks Do not plant until finish grade has been reviewed by the Owner's Representative. This review does not reduce Contractor's responsibility to provide a finished product that drains. Subsection 212.05 Delete (c) Fertilizing. Fertilizing prior to sodding shall not be required. Subsection 212.07 shall include the following: The quantities of organic amendment (compost) will be the actual quantity of compost (CY) delivered to the site, as verified by delivery/weight tickets. Payment will be made under: Pay Item Pay Unit Organic Amendment Cubic Yard Soil Preparation / Fine Grading Per Acre Payment for Soil Amendment includes deliver of material to the project site, spreading at the application rates specified above, and incorporation into the areas to be sodded as indicated on the Drawings. Herbicide (Round Up application) will not be measured and paid for separately but shall be included in the work. 11 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more. than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and Rev10120107 Section 00100 Page 7 (3) REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING See Section 216 — Soil Retention Covering for erosion control blanket requirements on slopes adjacent roadway improvements.. 12 REVISION OF SECTION 213 MULCHING Section 213 of the Standard Specifications is hereby revised for this project as follows: Subsection 213.01 shall include the following: This work also consists of furnishing and placing shredded wood mulch in the planting beds, cast iron tree grates with frame and crushed pea -gravel over weed barrier fabric in tree grates in accordance with the plans and specifications. Subsection 213.02 shall include the following: Mulching (Wood Chip) (Special). Shredded wood mulch (weed barrier not required) - free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: Wood mulch material to be provided by the City of Fort Collins Forestry Division, located at Parks Maintenance Shop, 413 S. Bryan Avenue (near the City Park Golf Course), Fort Collins, 80521. Contact the City Forester (Ralph Zentz or Tim Buchanan) at 970.221.6361, to schedule material pickup. City will load the material into the Contractors vehicle for transport to the site. Contractor's pricing to include Contractor pickup at the above address, hauling material to the site and installation. only. Inorganic Mulch (Special) Pea -Gravel. Clean, washed, crushed (not round) aggregate, Y4" maximum diameter. Landscape Weed Barrier Fabric. Materials for weed barrier shall be a non -woven geotextile material suitable for this purpose such as Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. Submit brand name and model number/name of proposed weed barrier to be used. Tree Grate Approved Supplier: Recreation Plus, Ltd. 15209 W. Ellsworth Dr. Golden, CO 80401 T: 303.278.1455 Outside Denver: 888.278.1455 F: 303.278.1606 www.recreationplus.co miriam ,recreationplus.com Approved Manufacturer: Urban Accessories Product: OT Title-24, 5' sq. (4 piece) Material: Cast Ductile Iron (for vehicular traffic) Finish: Raw cast iron. Frame: Standard `S' Frame. Frames for the tree grate are included in the tree grate pay item and included in the work. Finish — Raw Steel Subsection 213.03 shall include the following: 13 (2) REVISION OF SECTION 213 MULCHING Landscape Weed Barrier Fabric. Weed barrier shall be placed in tree grate areas, and inside concrete planter pots. Where individual weed barrier sheets abut they shall overlap a minimum of four -inches (4") and be secured with 1 I gauge, six-inch (6") long staples at 18" inches O.C. along the joint. Mulching (Wood Chip) (Special). Prior to placing mulch and planting in mulch beds, apply Roundup herbicide to weeds and allow beds to sit for seven (7) days. Place wood mulch in shrub beds and tree planting rings in turf areas. Place mulch to a four -inches (4") depth. Gently brush mulch off of shrubs once installed. Take care in placement not to damage newly planted materials. Inorganic Mulch (Special) Pea -Gravel. Place crushed (not round) gravel mulch over finish grade in planting area beneath tree grates to a two-inch (2") depth or as specified on the drawings. Subsection 213.04 shall include the following: The quantity of weed barrier, shredded wood mulch and crushed pea -gravel will not be measured but shall be the quantity designated in the Contract, except measurements will be made for revisions requested by the Engineer, or for discrepancies of plus of minus five percent (5%) of the total quantity designated in the Contract. Casting/attaching the tree grate frame into the sidewalk shall not be measured but shall be incidental to the unit price of the tree grate. Subsection 213.05 shall include the following: Payment will be made under: Pay Item Pay Unit Landscape Weed Barrier Fabric Square Yard Mulching (Wood Chip)(Special) Cubic Feet Inorganic Mulch (Special) Pea -Gravel Square Foot Tree Grate Each Frames for the tree grate are included in the tree grate pay item and included in the work. 14 REVISION OF SECTION 214 PLANTING Section 214 of the Standard Specifications is hereby revised for this project as follows Subsection 214.01 shall include the following: This work also consists of installation of planter pot soil mix, planter pot drainage materials and the Landscape Maintenance period and Landscape Establishment Incentive. See Section 213 for wood mulch and weed barrier fabric crushed pea -gravel within tree grate locations. Subsection 214.02 shall include the following: Plant List. A plant list is provided on the drawings. Quantities shown on the list are for information only. Contractor shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the plans shall govern. Guying and Staking. Material includes 14AWG wire with 1/2"xl2" PVC sleeves and stake protection cap per each stake. Planter Pot Soil Mix. Materials shall be commercially available "planters mix" to include a minimum of 70% screened topsoil and 30% compost. Planter Pot Drainage Materials. Planter pot drainage materials to include weed barrier fabric, 4" depth, 3/4" angular washed rock, as detailed on the Drawings. Fertilizer in planting pits and planter pots shall NOT be required. In Subsection 214.04 - Delete the first paragraph and item (a) and replace them with the following:The Contractor shall be responsible for the following: The Landscape Establishment Period begins upon receipt of the written "Notice of Substantial Landscape Completion" from the Engineer. Substantial Landscape Completion occurs when all plant materials in the Contract have been planted and all work under Sections 212, 213, 214 and 623 has been performed, except for the Section 214 pay item, Landscape Maintenance. If the Notice of Substantial Landscape Completion is issued during the spring planting season, the Landscape Establishment Period begins immediately and lasts for a period of 24 months. If the Notice of Substantial Landscape Completion is issued at any other time, the Landscape Establishment Period begins at the start of the next spring planting season and lasts for a period of 24 months. After all planting on the project is complete, a plant inspection shall be held including the Contractor, Engineer, CDOT and the Landscape Architect to determine acceptability of plant material. During inspection, an inventory of rejected material will be made, and corrective and necessary cleanup measures will be determined. From the time of installation, during construction, and throughout the Landscape Establishment Period, the Contractor shall maintain all plant material, sodded and seeded areas in a healthy and vigorous growing condition, and ensure the successful establishment of vegetation. During the Landscape Establishment Period, the Contractor shall water, cultivate, and prune the plants, and repair, replace or readjust guy material. The Contractor shall also remove weeds from plant beds and saucers, maintain specified depths of mulching material and fertilize via a root feeder during the spring of each growing season. Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as directed. Plant replacement shall be performed during the spring planting seasons at the beginning and end of the 15 (2) REVISION OF SECTION 214 PLANTING Landscape Establishment Period. Plant replacement stock shall be planted in accordance with the Contract and is subject to all requirements specified for the original material. Plant replacement shall be at the Contractor's expense. An inspection will be conducted by the City, Contractor, Engineer and CDOT Landscape Architect, 12 months after the beginning of the Landscape Establishment Period in order to determine acceptability and amount of incentive payment. During this inspection, an inventory of losses and accepted plant material will be made and the Engineer will determine the incentive amount. Plant replacements determined to be necessary at this inspection will be planted within 30 days following the inspection. A second inspection to determine acceptability and the amount of incentive payment will be conducted no later than 23 months following the beginning of the Landscape Establishment Period. During this second inspection, an inventory of losses and accepted plant material will again be made and the Engineer will determine the incentive amount. Plant replacements determined to be necessary at this second inspection will be planted within 30 days following the inspection. Following any necessary plant replacements, the City, Contractor, Engineer, CDOT and the Landscape Architect will conduct a final inspection in order to close the Landscape Establishment Period. The Contractor shall remove all guying wires, straps and stakes from the plant material prior to this final inspection. In Subsection 214.04 - Delete item (b) 2 and include the following: The trees planted by the Contractor shall be watered twice per month at the rate of 30 gallons per tree per watering for the months May through October during the 24-month Landscape Establishment Period, or as needed, and the trees shall also be watered once per month at the rate of 30 gallons per tree for the months November through April during the 24-month Landscape Establishment Period, or as needed. The shrubs planted by the Contractor shall be watered twice per month at the rate of 10 gallons per shrub per watering event for the months May through October during the 24-month Landscape Establishment Period, or as needed, and the shrubs shall also be watered once per month at the rate of 10 gallons per shrub for the months November through April during the 24-month Landscape Establishment Period, or as needed. Prior to the beginning of the Landscape Establishment Period, a watering schedule listing the calendar days chosen to complete the required watering shall be submitted to facilitate inspections by the City/Engineer. Subsection 214.05 shall include the following: Soil material for tree, shrub, ornamental grass and perennial backfill mix, guy, webbing, tree stakes, protective caps and PVC pipe sleeve and wrap for trees, will not be measured and paid for separately but shall be included in the work. Planter Pot soil backfill and drainage materials shall not be measured but shall be incidental to the unit price of the planter pot. See Section 622 — Rest Areas & Buildings. Subsection 214.06 shall include the following: An incentive payment will be made for each accepted tree and shrub that is not identified during the two (2) incentive inspections as needing replacement. Incentive payment of the plant material furnished and planted shall be made after all replacement plant material is planted and accepted. The incentive will be calculated based on the following pay factor schedule. % Survival Rate (Tree) = No. of Trees not replaced x 100 Total No. of Trees planted 16 (3) REVISION OF SECTION 214 PLANTING • Survival Rate (Shrubs) = No. of Shrubs not replaced x 100 Total No. of Shrubs planted • Survival Rate (Perennials) = No. of Perennials not replaced x 100 Total No. of Perennials planted INCENTIVE PAY SCHEDULE Incentive Amount per Item % Survival Rate Tree Shrub Perennial 0 to 74.99 0 0 0 >75 $10.00 $5.00 $4.00 >80 $12.00 $6.25 $4.50 >90 $14.00 $7.50 $5.00 Incentive payment will be made by Force Account in accordance with Subsection 109.04 under the planned Force Account Item, Landscape Establishment Incentive. The Contractor shall be paid the final 10% of the total combined bid cost amount of 214-00220 - Ornamental Tree (2" Cal.), 214-00230 - Deciduous Trees (3" cal.), Deciduous Shrub - 214-00350 (5 gallon cont.), 214- 00910 — Perennials (1 gal. cont) and 214-00960 — Ornamental Grasses (1 gal. cont.) upon closure of the Landscape Establishment Period. Subsection 214.06: Delete the fifth paragraph and replace with the following - Water used for the Landscape Establishment Period will not be measured and paid or separately but shall be included in the work. Watering of trees and shrubs after receipt of the Notice of Substantial Landscape Completion will not be measured and paid for separately but shall be included in the work. The first watering during the planting of trees and shrubs will not be paid for separately, but shall be included in the price of the work. Subsection 214.06: Delete the seventh paragraph including item (1) and (2), and the last paragraph of the subsection. Payment will be made under Pay Item Pay Unit Deciduous Tree (3" caliper) Each Deciduous Tree (2" caliper) Each Ornamental Tree (2" caliper) Each Deciduous Shrub (5 Gallon Container) Each Perennials (1 Gallon Container) Each Ornamental Grass, (1 Gallon Container) Each Landscape Maintenance (24 months) Lump Sum 17 (4) REVISION OF SECTION 214 PLANTING Landscape Establishment Incentive Force Account Planter Pot Soil backfill, weed barrier fabric and }/" angular rock shall not be paid separately, but shall be incidental to the unit price of the Planter Pots - See Section 622 — Rest Areas & Buildings. 18 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised for this project as follows: Subsection 304.02 shall include the following: Materials for the subbase shall be Aggregate Base Course (Classl) as shown in subsection 703.03. Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 1) and (Class 6) must meet the gradation requirements and have a resistance value of at least 40 and 77 respectively when tested by the Hveem Stabilometer method. 19 REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the following: The design mix for hot mix asphalt shall conform to the following: Table 403-1 Test Value For Grading Property Method SG(100) Patching Air Voids, percent at: CPL 5115 3.5 — 4.5 3.5 — 4.5 Ndesi Lab Compaction (Revolutions): CPL 5115 100 100 N(design) Stability, minimum CPL 5106 Aggregate Retained on the 4.75 mm (No. 4) Sieve with at least 2 CP 45 60 60 Mechanically Induced fractured faces, % minimum Accelerated Moisture Sus- CPL 5109 ceptibility Tensile Strength Ratio Method B 80 80 Lottman , minimum Minimum Dry Split Tensile CPL 5109 205 (30) 205 (30) Strength, kPa(psi) Method B Grade of Asphalt Cement, Top PG58-28 PG58-28 Layer Grade of Asphalt Cement, Layers PG58-28 PG58-28 below To Voids in the Mineral Aggregate CP 48 See Table See Table VMA % minimum 403-2 403-2 Voids Filled with Asphalt (VFA), AI MS-2 65-80 65-80 Dust to Asphalt Ratio 0.6 — 0.6 — 1. Fine Gradation CP 50 . 0.8 — 16 0.8 — 1.6 Coarse Gradation Note: At MS-2 = Asphalt Institute Manual Series 2 Note: The current version of CPL 5115 is available from the Region Materials Engineer. Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. Note: Gradations for mixes with a nominal maximum aggregate size of one -inch or larger are considered a coarse gradation if they pass below the maximum density line at the #4 screen. Gradations for mixes with a nominal maximum aggregate size of/a inch or smaller are considered a coarse gradation if they pass below the maximum density line at the #8 screen. All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-1. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix design optimum. go (2) REVISION OF SECTION 403 HOT MIX ASPHALT Table 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal Maximum Size*, ***Design Air Voids ** mm (inches) 3.5% 4.0% 4.5% 37.5 (1%) 11.6 11.7 11.8 25.0(1) 12.6 12.7 12.8 19.0(3 ) 13.6 13.7 13.8 12.5 (%) 14.6 14.7 14.8 9.5 (%) 15.6 15.7 15.8 * The Nominal Maximum Size is defined as one sieve larger than the first sieve to retain more than 10%. ** Interpolate specified VMA values for design air voids between those listed. *** Extrapolate specified VMA values for production air voids beyond those listed. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The hot mix asphalt shall not contain any reclaimed asphalt pavement. Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading SG). A minimum of 1 percent hydrated time by weight of the combined aggregate shall be added to the aggregate for all hot mix asphalt. Acceptance samples shall be taken at a location as approved by the Engineer. 21 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 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 23.0 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 Rev10/20/07 Section 00100 Page 8 (3) REVISION OF SECTION 403 HOT MIX ASPHALT Subsection 403.03 shall include the following: The Contractor shall use an approved anti -stripping additive. The amount of additive used shall be a minimum of 0.5 percent by weight of the asphalt cement. The additive shall be added at the refinery or at the hot plant. If liquid anti -stripping additive is added at the plant, an approved in -line blender must be used. The blender shall be in the line from the storage tank to the drier drum or pugmill. The blender shall apply sufficient mixing action to thoroughly mix the asphalt cement and anti -stripping additive. The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401.22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading SG)(100)(PG 58-28) Ton Hot Mix Asphalt (Patching)(Asphalt) Ton Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt item will not be paid for separately, but shall be included in the unit price bid. When the pay item includes the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the work. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and paid for separately, but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included in the work. 22 REVISION OF SECTION 607 FENCES Section 607 to the Standard Specifications is hereby revised for this project as follows: DESCRIPTION Subsection 607.01 shall include the following: This work also consists of the provision and installation of Type 1-A, Ornamental Posts; Type 2 — Wood Fence; and Type 3 — Chain Link Fence Steel Pipe Double Swing Gate, in accordance with these specifications and in conformity with the lines and grades shown on the plans. MATERIALS Subsection 607.02 shall include the following: Type I -A. Ornamental Fence Panels and CF (Concrete Fence Post Footer) Ornamental Posts and SM (Surface Mount Fence Posts) Ornamental Posts Sheet steel for prefabricated tubular metal fencing shall conform to the requirements of ASTM A526 Steel Sheet Zinc -Coated (Galvanized by the Hot Dip Process) and ASTM B117 Salt Spray Testing as specified. The Contractor shall submit shop drawings that clearly indicate the following: Profiles, sizes, spacing and locations of members Connections, attachments and anchor details Size and type of fasteners All fittings, mounting brackets, hardware and accessories Finishes, coatings and shop painting Weld lengths and sizes The Contractor shall include erection drawings, elevations and details where applicable. The Contractor shall submit a sample of the fence panel and posts with paint color(s). Subsection 607.03 shall include the following: Type 2 — Wood Fence. The Contractor shall submit shop drawings that clearly indicate the following: Profiles, sizes, spacing and locations of members Connections, attachments and anchor details Size and type of fasteners All fittings, mounting brackets, hardware and accessories The Contractor shall include erection drawings, elevations and details where applicable. Subsection 607.04 shall include the following: Type 3 — Chain Link Fence and Steel Pipe Double Swing Gate Materials shall meet the requirements specified in the following subsections: Chain Link Fabric 710.03 Fence Posts 710.07 23 (2) REVISION OF SECTION 607 FENCES Concrete Section 601 (Foundation concrete for fence posts shall be Class B). CONSTRUCTION REQUIREMENTS Subsection 607.05 shall include the following: Type 1-A Ornamental Fence Panels, CF Ornamental Posts and SM Ornamental Posts: Shall be delivered in pre - assembled sections ready for installation with a minimum of field welding required. Store fabricated steel in a dry place to avoid condensation or damage to finish. Deliver anchor bolts, sleeves and anchorage devices which are embedded in concrete to the project in time for installation under appropriate trades. Furnish setting drawings, templates and installation instructions as required. Ornamental metal fencing and posts shall be powder coated. Color(s) shall be is indicated on the Drawings. Fabricate fence panels and posts in accordance with details and approved shop drawings. Upon completion, work shall be straight, rigid and tight and free of defects. Material shall consist of new stock of types and sizes indicated. Contractor shall verify dimensions on site prior to shop fabrication. Fit and shop assemble sections in largest practical sizes for delivery to site and installation. Supply components required for secure anchorage of fencing as indicated. Make cuts clean and sharp with edges ground smooth. Grind exposed welds smooth and flush with adjacent surfaces. Make exposed joints butt tight, flush and hairline. Close all exposed ends of tubing with welding caps. Welding shall comply with American Welding Society Standards for exposed architectural metal work. Miter and cope intersections and weld all around. Remove splatter, grind exposed welds to blend and contour surfaces to match those adjacent. Inspection: Verify that concrete construction to receive fence panels and posts are plumb, square and level before installation is started. Report unsatisfactory conditions to General Contractor. Beginning of installation means acceptance of existing conditions. Supply items to be cast into concrete with setting templates and erection drawings to appropriate sections as required. Erect work square and level, free from distortion or defects detrimental to appearance or performance. Install panels and posts according to approved shop drawings. Leave protective coatings in place until project is substantially completed. Remove and leave surfaces clean upon completion. Remove stained or otherwise defective work. Replace with new material. Touch up paint as required following installation. The tops of all posts shall be set to the required grade and alignment. Workmanship, fabrication and shop connections shall be in accordance with AWS and AISC specifications. Welding shall be done by welder(s) certified for AWS, D.1 structural welding requirements. Installation shall be in accordance with the plans and details and with the manufacturer's recommendations as required. Panels and Posts shall be installed in the locations and quantities shown on the Drawings and as 24 (3) REVISION OF SECTION 607 FENCES detailed. Where applicable, the Owner's Representative shall approve the panel and post locations prior to fastening in place. Subsection 607.06 shall include the following: Type 2 — 6'h. Wood Fence Erect work square and level, free from distortion or defects detrimental to appearance or performance. Install fence posts and panels according to approved shop drawings. Set posts in concrete. Fabricate fencing in accordance with details and approved shop drawings. Upon completion, work shall be straight, rigid and tight and free of defects. Material shall consist of new stock of types and sizes indicated. Contractor shall verify dimensions on site prior to shop fabrication. Subsection 607.07 shall include the following: 72" h. Chain Link Fence and Steel Pipe Double Swing Gate - See Section 710. METHOD OF MEASUREMENT 607.08 Ornamental Fence Panels shall be by the 5'-6" long section. Work shall include steel, hardware, concrete, powder coating, reinforcing steel, frame, posts, rail, mounting and all other incidentals to the erection of the fence panels on the posts described below. Ornamental Posts. Shall be per each by type (CF = Concrete Footing, SM = Surface Mount). Work shall include all steel, hardware, concrete, painting, reinforcing steel, mounting and all other incidentals to the erection of the fence posts. Wood and Chain link Fence. Shall be measured by the linear foot. Measurement will be along the base of the fence from outside to outside of posts for each continuous run of fence, but excluding the length of swing gates (and oversized gate posts) and tube steel gates (and oversized gate posts) and shall include all wood, steel, hardware, concrete, painting, reinforcing steel, excavation, backfill and all other incidentals to the erection of the fence types. Gates. Shall be measured as complete units of the size and type specified. Chain link gates shall be the same type and height as the adjacent fence, unless otherwise specified, and shall include all, steel, hardware, concrete, painting, reinforcing steel, excavation, backfill and all other incidentals to the erection of the gate types. BASIS OF PAYMENT 607.09 The accepted quantities of fencing will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule: Payment will be made under: Pay Item Pay Unit Fence (Special) Residential I Relocated Fence & Gates Linear Foot Fence (Special) Residential 2 Relocated Fence & Gate Linear Foot Fence (Special) Type C Relocated Fence & Gate Linear Foot 25 (4) REVISION OF SECTION 607 FENCES Fence (Special) Type 1 A — Ornamental Fence Panels Each Fence (Special) Ornamental Posts (Surface Mount Fence Posts-SM) Each Fence (Special) Ornamental Posts (Concrete Fence Post Footer-CF) Each Fence (Special) Type 2 — 6' Wood Fence Linear Foot Fence Chain Link (72") Linear Foot 27 Foot Gate (Steel Pipe Double Swing Gate) Each 26 REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Section 608 of the Standard Specifications is hereby revised for this project as follows: In subsection 608.01, add the following: This work also consists of the provision and installation of granite and sandstone pavers, interlocking concrete pavers, sandblasting, chemical staining and sealing of street names and pigments for colored concrete as identified below, in conformance with these specifications and in conformity with the lines and grades shown on the plans. In subsection 608.02, add the following paragraph: Stone Pavers. Type 1 Pavers: Pedestrian Area (2-3/8" thick) Colorado Buff Sandstone — Stained face on top/exposed surface. Type 2 Pavers: Vehicular Area (3-1/8" thick) Colorado Buff Sandstone - Stained face on top/exposed surface. Granite Pavers — 1-1/4" thick, finished edge, color and artwork as described on the Drawings. Acceptable Supplier: 1. Fort Collins Monument & Stone 824 East Lincoln Avenue Fort Collins, CO 80524 T: 970.482.5024 2. Approved Substitute. Supplier shall provide material and sand blasting services for the artist supplied artwork. Note: Quantity's indicated on the Bid Tab for each of the stone paver types exclude the 3% over run of the quantities indicated on the drawings. Contractor shall provide 3% over run of each stone paver type to the City for their stockpile / use for future paver maintenance/replacement work. Interlocking Concrete Pavers 1. Plaza Stone Muster K Pattern — 60 mm, Plaza Stone Pavers, sized as dictated by Muster K Pattern Color: Winter Blend — Standard Finish. 2. Plaza Stone Random Pattern - 60 mm, Plaza Stone Pavers - Stone five piece random pattern consisting of. 15% Giant Rectangles, 15% Plaza II, 40% Rectangles and 30% Squares. All percentages by square footage not piece count, sized as dictated by Random Pattern. 5' x 5' mockup required for owner's representative to review and approve prior to ordering/installing the remainder of Plaza Stone Random Pattern pavers. Color: Old Town Blend — Standard Finish. 27 (2) REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS 3. Square Pattern — 60 mm, Plaza Stone 5-7/16" Square Paver Color: Winter Blend — Standard Finish. 4. Herringbone Pattern — 60 mm, Plaza Stone Rectangle 5-7/16" x 8-3/16" Paver Color: Three Tone Brown — Standard Finish. 5. Soldier Course Pattern — 60 mm, Holland Stone 3-7/8" x 7-13/16" Color: Light Brown — Standard Finish Note: Quantity's indicated on the Bid Tab for each of the concrete interlocking paver types exclude the 3% over run of the quantities indicated on the drawings. Contractor shall provide 3% over run of each interlocking paver type to the City for their stockpile / use for future paver maintenance/replacement work. Approved Interlocking Paver Manufactures: 1. Pavestone - T: 303.287.3700, www.pavestone.com 2. Borgert Products, Inc. - T: 800.622.4952, www.borjzertproducts.com 3. Wausau Tile — T: 800.388.8728 — www.wausautile.com 4. Approved substitute. Approved Interlocking Paver Installers: 1. Creative Hardscapes - T: 800.914.8525 2. Colorado Hardscapes - T: 303.750.8200, www.coloradohardscapes.com 3. Approved substitute. Joint Sand. Grading Requirements per ASTM C 144 - Sieve Size Percent Passing 3/8" (9.5 mm) 100 No. 4 (4.75 mm) 95 to 100 No. 8 (2.36 mm) 85 to 100 No. 16 (1.18 mm) 50 to 85 No. 30 (0.600 mm) 25 to 60 No.50 (0.300 mm) 10 to 30 No. 100 (0.150 mm) 2 to 10 Sand Blasting, Chemical Staining and Sealing (ofstreet names in concrete sidewalks). (3) 28 REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Sand Blasting: See details on the Drawings. Chemical Staining: Application: 1. Concrete surfaces shall be dry and properly prepared as described above. Protect surrounding areas from over -spray, run-off and tracking. Divide surfaces into small work sections using wall, joint lines, or other stationary breaks as natural stopping points. 2. Apply chemical stains full strength (undiluted) at the coverage rate recommended by the manufacturer and use application equipment described in the manufacturer's printed technical literature. The color of the liquid chemical stain has no resemblance to the final color produced on the concrete substrate. 3. Chemical stains normally fizz when reacting with the concrete. If fizzing does not occur, the substrate has not been adequately prepared or the concrete pH level is too low. If this should happen, contact the local representative for further recommendations. 4. Transfer chemical stain to the substrate by brush or spray and immediate scrub into surface. 5. Reaction time depends on wind conditions, temperatures, and humidity levels. 6. When multiple coats of one or more colors are required, washing and drying between colors is desirable to evaluate the color prior to the next coat. 7. After the final coat of chemical stain has remained on the surface for a minimum of four hours, remove all residue by wet scrubbing with commercial grade detergent. Rinse surfaces after scrubbing until rinse water is completely clean. Run off may stain the adjacent areas or harm plants. Collect rinse water by wet vacuuming or absorbing with an inert material. Acceptable Manufacturers: 1. L. M. SCOFIELD COMPANY, Douglasville, Georgia and Los Angeles, California (800) 800-9900 or the appropriate local contact: Eastern Division — 201-672-9050; Western Division — 323-720-3055; Central Division Office — 630-377-5959. 2. Approved substitute. Acceptable Materials: 1. LITHOCHROME® Chemstaino Classic; L. M. SCOFIELD COMPANY, reactive water -based solution of metallic salts which react with the calcium hydroxide in the cured concrete substrate to produce permanent, variegated or translucent color effects. Colors: CS-1 Black. 2. Approved substitute. Sealers: Application of Sealer: 1. Concrete substrate shall be completely dry. 29 (4) REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS 2. Sealer shall be produced by the chemical stain manufacturer. 3. Test surface for proper pH level prior to applying sealer. 4. Apply sealer according to manufacturer's written instructions at a rate of 300 to 500 square feet per gallon. per coat. 5. Maintain a wet edge at all times. 6. Allow sealer to completely dry before applying additional coats. 7. Apply second coat of sealer at 90' to the direction of the first coat using the same application method and rates. 8. Seal horizontal joints in areas subject to pedestrian or vehicular traffic. Acceptable Manufactures: 1. L. M. SCOFIELD COMPANY, Douglasville, Georgia and Los Angeles, California (800) 800-9900 or the appropriate local contact: Eastern Division — 201-672-9050; Western Division — 323-720-3055; Central Division Office — 630-377-5959. 2. Approved Substitute. Acceptable Materials: 1. SCOFIELD® Selectseal-WT"'; L. M. SCOFIELD COMPANY, water -based, clear aliphatic polyurethane specifically formulated for protecting chemically stained concrete hardscapes. 2. Approved substitute. Protection: Protect street name from traffic for at least 72 hours after final application of sealer. Pigments for Colored Concrete. Integrally Colored Concrete Pavement - concrete for colored sidewalks shall meet the requirements of CDOT Class B Concrete. Pigments shall contain pure, concentrated mineral pigments especially processed for mixing into concrete and complying with ASTM C979. Payment for color added to concrete is included in items 412 Concrete Pavement — Square Yard and 608 Concrete Sidewalk - Square Yard. Refer to the site plans for locations of the various colors of concrete. Color(s) shall be as indicated in the Drawings. Acceptable Manufacturer's: 1. Davis Colors by Davis Colors Inc., T: 213.269.7311, www.daviscolors.com 2. Chromix Admixtures by Scofield Systems — T: 800.800.9900, www.scofield.com 3. Colorflo Liquid Color by Solomon Colors, Inc., T: 866.747.2656 — www.solomoncolors.com 30 (5) REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS Subsection 608.03 shall include the following: Granite, Stone and Interlocking Concrete Pavers. Installation shall be by a paving contractor and crew with a minimum of three (3) years experience in placing pavers on projects of similar nature or scope. Submittals: Submit full size samples of paver units to indicate color and shape selections as detailed on the Drawings. Submit sieve analysis for grading of joint sand. Submit manufacture's cut sheet data for epoxy adhesive. Project Conditions: Do not install pavers during heavy rainfall or snowfall. Ensure the sandstone or granite pavers are free of foreign material before installation. Lay the pavers in the pattern(s) as shown on the Drawings. Fill gaps at edges/ends of paver runs with cut pavers as required. Sand bedding shall not be required / allowed. Pavers shall be set with epoxy adhesive as described on the drawings. Sweep off excess sand when the job is complete. The final surface elevation of pavers shall be a maximum of 1/8" above/below the adjacent finished concrete. Colored Concrete. The Contractor shall place integrally colored concrete panel for approval by the Engineer prior to commencing the work. If the test panel color is unacceptable to the Engineer, the Contractor shall construct additional test panels until the correct color and finish are approved by the Engineer. Workmen and equipment used on the test panel shall be the same as that used in the final construction of the colored concrete. 1. At location on Project selected by Owner's Representative, place and finish 4 x 4 feet area demonstrating materials, workmanship, and curing method to be used throughout Project. 2. Retain samples of cements and aggregates used in mock-up for comparison with materials used in remaining Work. 3. Accepted field sample provides visual standard for work specified within this Section. 4. Field sample may remain as part of Work. However, it can be removed when no longer required for comparison with finished work. Truncated Domes. Truncated dome material shall be made with a colored red truncated dome surface and be supplied in cast in tact panels or pavers, per approval of the engineer. Payment for truncated domes is included in item 608-00000 Concrete Curb Ramps — Square Yard. 31 SECTION 00300 BID FORM (6) REVISION OF SECTION 608 SIDEWALKS AND BIKEWAYS luI0IYFto) 1 II20tX i : ti7 71i1►� 608.05 Type 1 and Type 2 Stone Pavers and each of the five (5) types of Concrete Interlocking Pavers will be measured by the actual square foot of material used. Concrete base (4" depth beneath pavers), Joint Sand and Epoxy Adhesive are incidental to the price of the work. Granite pavers will be measured by the actual number of pieces used. Joint Sand and Epoxy Adhesive are incidental to the price of the work. BASIS OF PAYMENT 608.06 The accepted quantities of pavers will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Contractor shall furnish materials, labor, transportation, services, sand blasting and other equipment necessary to furnish and install sandstone and granite pavers as detailed on the drawings and specified in this Section. Payment will be made under: Pay Item Stone Paver (Special) Type 1 Stone Paver (Special) Type 2 Granite Pavers (Special) Interlocking Paver (Special) (Muster K, Winter Blend) Interlocking Paver (Special) (Random Old Town Blend) Interlocking Paver (Special) (Square Winter Blend) Interlocking Paver (Special) (Herringbone 3-Tone Brown) Interlocking Paver (Special) (Soldier Course Light Brown) Street Name Text (Special) (Sand Blast and Stain) Stone Paver (Special) Type 1 - 3% over run Stone Paver (Special) Type 2 - 3% over run Pay Unit Interlocking Paver (Special) (Muster K, Winter Blend) - 3% over run Interlocking Paver (Special) (Random Old Town Blend) - 3% over run Interlocking Paver (Special) (Square Winter Blend) - 3% over run Interlocking Paver (Special) (Herringbone 3-Tone Brown) - 3% over run Interlocking Paver (Special) (Soldier Course Light Brown)- 3% over run 32 Square Foot Square Foot Each Square Foot Square Foot Square Foot Square Foot Square Foot Each Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot REVISION OF SECTION 613 LIGHTING Section 613 of the CDOT Standard Specifications is hereby revised for this project as follows: Subsection 613.01 shall include the following: This work also consists of installation of Pedestrian Light Standard and Luminaire and Pedestrian Light Foundation. Subsection 613.02 shall include the following: Pedestrian Light Standards. Custom designed as indicated and described on the Drawings. Approved Fabricators: 1. M&R Fabricators, Inc. 3001 Rawhide Drive Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywillford@aol.com 2. Shaw Sign & Awning, Inc. 901 Southwest Frontage Road Fort Collins, CO 80524 T: 970.493.6244 e-mail: jonathan@shawsign.com 3. DaVinci Sign Systems, Inc. 4496 Bents Drive Windsor, CO 80550 T: 970.203.9292 e-mail: info ,davincisi ng com 4. Lumos Custom Lighting & Fabrication 145 Yuma Street Denver, CO 80223 T: 303.733.1200 e-mail: salesOIumoscustom.com and/or designs@lumoscustom.com Delete Section 613.12 and replace with the following: BASIS OF PAYMENT 613.12 The accepted quantities will be paid for at the contract unit price for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item Concrete Foundation Pad Pay Unit Each 3/4 Inch Electrical Conduit (Plastic) Linear Foot 2 Inch Electrical Conduit (Plastic) Linear Foot (2) 33 REVISION OF SECTION 613 LIGHTING 3 Inch Electrical Conduit (Plastic) Linear Foot Wiring Lump Sum Lighting Control Center Each Light Standard and Luminaire (Pedestrian) Each Light Standard Foundation 34 Each REVISION OF SECTION 622 REST AREAS AND BUILDINGS Section 622 of the Standard Specifications is hereby revised for this project as follows: CONSTRUCTION REQUIREMENTS Subsection 622.20 Trash Receptacles shall include the following: Approved Supplier: Wood sites & Playscapes Post Office Box 6 Elizabeth, CO 80107-0006 Phone: 303.688.2132 www.woodssite.com woodssiteo,¢mail. com Approved Manufacturer: Columbia Cascade Company Product: Timberform — Manor 2834-AT Ash/Dome Top with side empty liter container Pedestal (surface) Mount Color: Top color shall match container unless otherwise specified. A custom color is anticipated. Color shall be "Warm Grey" (similar to RAL No. 7006). Contractor shall submit a full palette of colors. Engineer shall select final color during the submittal process. Add Subsection 622.27 Bicycle Rack as follows: Custom design. See detailing on the Drawings. Color and finish as described on the Drawings. Approved Fabricators: 1. M&R Fabricators, Inc. 3001 Rawhide Drive Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywillford@aol.com 2. Shaw Sign & Awning, Inc. 901 Southwest Frontage Road Fort Collins, CO 80524 T: 970.493.6244 e-mail: jonathan@shawsign.com 3. DaVinci Sign Systems, Inc. 4496 Bents Drive Windsor, CO 80550 T: 970.203.9292 e-mail: info@davincisign.com Add Subsection 622.28 Planter Box - Pots as follows: 35 (2) REVISION OF SECTION 622 REST AREAS AND BUILDINGS Manufacturer/Supplier: Kornegay Design 212 South 18`s Street Phoenix, AZ 85034 info@kornegaydesign.com T: 877.252.6323 F: 602.252.6322 Product: Square Series: 1. SS-21 - "Natural Grey" Concrete w/ Custom Drainage Hole Size = 3" diameter. Quantity: As indicated on the Drawings 2. SS-27 - "Natural Grey" Concrete w/ Custom Drainage Hole Size = 3" diameter. Quantity: As indicated on the Drawings Miscellaneous: Contractor shall coordinate the penetrations into pot as described on the Drawings. A total of 2 holes shall be required — bottom and side. Add Subsection 622.29 Bench as follows: Custom design. See detailing on the Drawings. Approved Fabricators: 1. M&R Fabricators, Inc. 3001 Rawhide Drive Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywillford@aol.com 2. Shaw Sign & Awning, Inc. 901 Southwest Frontage Road Fort Collins, CO 80524 T: 970.493.6244 e-mail: jonathan@shawsign.com 3. DaVinci Sign Systems, Inc. 4496 Bents Drive Windsor, CO 80550 T: 970.203.9292 e-mail: info@davincisign.com Add Subsection 622.30 Pedestrian Bollard as follows: Product: 36" tall, carbon steel, surface mount, 4" diameter, standard flat cap. Color: To be determined. Submit Manufacturer's color full color chart for Owner's Representative's selection prior to placing order. Mounting: Surface mount per Manufacturer's standard detailing. 36 (3) REVISION OF SECTION 622 REST AREAS AND BUILDINGS Acceptable Manufacturer(s): 1. Cal Pipe Security Bollards Downey, CA 90241 T: 877.283.8518 www.calpipeboUards.com 2. M&R Fabricators, Inc. 3001 Rawhide Drive Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywillford@aol.com 3. Shaw Sign & Awning, Inc. 901 Southwest Frontage Road Fort Collins, CO 80524 T: 970.493.6244 e-mail: jonathan@shawsign.com 4. Or approved substitute. Add Subsection 622.31 Vehicular Bollard as follows: Product: High Security, Schedule 40 Carbon Steel, embedded, 6" diameter Color: To be determined. Submit Manufacturer's color full color chart for Owner's Representative's selection prior to placing order. Mounting: Surface mount per Manufacturer's standard detailing. Manufacturer(s): 1. Cal Pipe Security Bollards Downey, CA 90241 T: 877.283.8518 www.calpipeboUards.com 2. M&R Fabricators, Inc. 3001 Rawhide Drive Laporte, CO 80535-9330 T: 970.222.0109 e-mail: rustywillford@aol.com 3. Shaw Sign & Awning, Inc. 901 Southwest Frontage Road Fort Collins, CO 80524 T: 970.493.6244 e-mail: jonathan@shawsign.com 4. Or approved substitute. (4) 37 REVISION OF SECTION 622 REST AREAS AND BUILDINGS BASIS OF PAYMENT Add the following Pay Items to 622.11 as follows: Pay Item Pay Unit Planter Box (Special) (Pots) Each Bollards (Pedestrian) Each Bollards (Vehicular)(Special) Each Bench Each Bicycle Rack Each Trash Receptacle Each Planting soil and drainage materials are incidental to the price of the pot. See Section 214 — Planting 38 REVISION OF SECTION 623 IRRIGATION SYSTEM Section 623 of the Standard Specifications is hereby revised for this project as follows: Subsection 623.04 shall include the following: Contractor shall install temporary controllers during installation and maintenance period for control of irrigation system. Upon final completion of maintenance period, City of Arvada will purchase Toro Scorpio controllers. Contractor shall be responsible for installation only of these controllers. Coordinate with City of Arvada. Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification number (see drawings) of the remote control valve to which the control wire is connected. Subsection 623.07(a) delete the first paragraph and replace with the following: (a) Pop-up spray Sprinklers. The pop-up spray sprinkler body, stem, screen, and nozzle shall be constructed of heavy duty plastic. Delete Subsection 623.07b. Delete Subsection 623.09. Subsection 623.10 shall include the following: Plastic and Copper water lines listed below shall be paid for under section 619. Subsection 623.10 (a) shall include the following: Identify all pipe with the following indelible markings: (a) Manufacturer's Name. (b) Nominal pipe size. (c) Schedule of class. (d) Pressure rating (e) NSF (National Sanitation Foundation) seal of approval. (f) Date of extrusion. Delete subsection 623.10 (b) and replace with the following: (b) Lateral Line Pipe. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-13, Type I, Grade I. Fittings shall be standards weight Schedule 40 injection molded PVC conforming to ASTM D1784 and D2466, cell classification 12454-B. Subsection 623.10 (c) replace with the following: Drip irrigation laterals to pots, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe. Delete Subsections 623.10 (d), and 623.10 (e). 39 (2) REVISION OF SECTION 623 IRRIGATION SYSTEM Subsection 623.10 shall include the following: (f) Copper pipe: Pressure supply line from point -of -connection through backflow preventer shall be Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. (g) Joint Cement and Primer —Weldon P-70 Primer and Weldon 711 Gray Glue or Weldon 725 Wet and Dry Glue will be allowed. (h) Irrigation Roadway and sidewalk sleeves. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I. Delete Subsections 623.10 (d), and 623.10 (e). Delete Subsections 623.1 (c), 623.11 (d), and 623.11 (e). Delete Subsection 623.11 (f) and replace with the following: (f) Mainline Isolation Valves. Gate valves for 3/4-inch through 2-1/2-inch Pipe — Brass construction; solid wedge, IPS threads, and non -rising stem with square operating nut. Delete Subsection 623.13 Subsection 623.20 replace with the following: RainBird Root watering system with irrigation bubbler shall be utilized in all tree grates. Install per manufacturer's recommendations and installation details. Install at locations noted on plans. Subsection 623.23 First Sentence shall read as follows: "After installation of...for leaks after a minimum 150 PSI static pressure... for four hours in a hydro static test." Subsection 623.23 shall include the following: The contractor shall conduct pressure tests in the presence of the Engineer or Engineer's representative. The Contractor shall give 72 hour notice prior to testing. The test is acceptable if no loss of pressure is evident during the test period. The Contractor shall retest system until test pressure can be maintained for the duration of the test. Subsection 623.26 shall include the following: The Contractor shall provide a valve sequencing chart for each automatic controller installed. Charts shall not be prepared until as-builts plans have been approved by the Engineer. Charts shall be installed on the automatic controller door with photo reduction prints of the as-builts plans. Reduction prints shall be kept to the largest size possible to retain full legibility. 40 (3) REVISION OF SECTION 623 IRRIGATION SYSTEM A readable print of the as -built plans shall be provided showing the area covered by the automatic controller. The area of coverage of each control valve shall be identified using a distinctly different pastel color, drain over the entire area of coverage. In Subsection 623.30, second paragraph, delete item (4) and replace with the following: (4) Two of each Type of Valve box Subsection 623.30 shall include the following: One set of special tools required for removal, disassembling and adjusting each type of sprinkler head and valve installed. Two keys for each automatic controller enclosure. In Subsection 623.32, delete the second and third paragraphs. Subsection 62333, add the following items: Pay Item Pay Unit Irrigation Lump Sum Payment for irrigation will be the contract lump sum bid and will be full compensation for all irrigation materials and labor necessary to complete the project as shown on the plans, to include plastic piping, irrigation bubblers, drip emitters tubing, flow sensors and automatic control. 41 SECTION 00300 BID FORM PROJECT:7244 Linden Street Streetscape Place Date 1. In compliance with your Invitation to Bid dated 20 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 ($ ) in accordance with the Invitation To Bid and Instructions to 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 the specified performance and payment bonds is as follows: 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 Rev10/20/07 Section 00300 Page 1 REVISION OF SECTION 626 PUBLIC INFORMATION SERVICES Section 626 of the Standard Specifications is hereby revised for this project as follows Subsection 626.01 shall include the following: The Contractor shall provide the following public information services on an ongoing basis throughout the duration of the project: At the preconstruction conference the Contractor shall introduce the Public Information Manager (PIM) for the project and present a public information plan and strategies or methods for communicating project activities. The Contractor shall prepare and submit a preliminary list of stakeholder groups and specific stakeholders that need to receive ongoing communication about the project. The PIM shall be available on every working day, accessible and on call by cell phone or pager at all times and available upon the request of the Engineer at other than normal working hours. The PIM shall communicate with the Engineer daily. The Contractor shall establish a Public Information Office (PIO) equipped with a telephone and an answering machine or answering device with the capability to record a message from the caller. This may be a cell phone, but must be a local number. The PIO shall be equipped with a computer and an e-mail account. The PIO may or may not be located within the Contractor's regular office provided that the telephone has a local call number. The PIM shall record a friendly greeting on the project's published phone line each week, updating the message throughout the week, as necessary, depending on changes in work schedule, activities and traffic impacts. The recording shall include each week's forthcoming activities including work days, hours and expected traffic delays, posted detours, project completion date, and office hours. The PIM shall check the answering machine at least twice every calendar day, including weekends. The PIM shall respond to callers and e-mail inquiries as soon as possible, but at least within 24 hours. The PIM shall keep a logbook of all calls including the contact name, date of contact, date responded, the contact's comments, and the action the PIM took. A copy of this log shall be submitted to the Engineer every two weeks or more frequently, as requested by the Engineer. The PIM shall maintain communications with businesses and individual residences, commuters, local government entities and all other stakeholders that are directly adjacent to and affected by the project. Using a communications method or strategy approved by the Engineer, the Contractor shall notify stakeholders about the project two weeks prior to beginning any lane restrictions or project activities. Depending upon project impacts, contact with stakeholders may be required daily, weekly, monthly or periodically throughout the duration of the project. Communications tools could include hand flyers, door hangers, newsletters, mailers, using e-mail distribution lists, etc. All public information correspondence and subsequent updates must be approved by the Engineer 48 hours before distribution. Each communication tool shall include contact information, PIM's name and office phone. Cell phone numbers and e-mail addresses shall be provided where service is available. The communication shall include the description of work, lane restrictions, a detour map if warranted, the anticipated start and completion dates, hours of operation and work schedule, and a Slow for the Cone Zone message. 42 REVISION OF SECTION 626 PUBLIC INFORMATION SERVICES The Contractor shall erect construction traffic signs with the dates the Contractor expects to initiate and complete construction and with the Contractor's public information office's or PIM's phone number at each major approach to the project. The signs shall conform to the requirements of Section 630 and shall be erected at least one week prior to the beginning of construction. The Public Information Services Contact Sheet shall include the following: Subsection 626.02 shall include the following: The Engineer will monitor the PIM and all public information services. When the Contractor provides acceptable public information services in accordance with these specifications, partial payments for the pay item Public Information Services will be made as the work progresses. These partial payments will be made as follows: When 5 percent of the original Contract amount is earned, 25 percent of the amount bid for this item will be paid. When 10 percent of the original Contract amount is earned, 40 percent of the amount bid for this item, less all previous payments, will be paid. When 25 percent of the original Contract amount is earned, 50 percent of the amount bid for this item, less all previous payments, will be paid. When 75 percent of the original Contract amount is earned, 75 percent of the amount bid for this item, less all previous payments, will be paid. When 100 percent of the original Contract amount is earned, 100 percent of the amount bid for this item, less all previous payments, will be paid. Failure to provide acceptable public information services will result in withholding of progress payment for this item. Continued failure to provide the services required will result in non-payment of the corresponding percentage of the original bid item and may result in suspension of the work in those areas affected until acceptable public information services are provided by the Contractor. 43 REVISION OF SECTION 626 PUBLIC INFORMATION SERVICES For the purpose of public information services, the term "original Contract amount" as used above, shall mean the amount bid for the construction items on this Contract, not including the amounts bid for Public Information Services and Mobilization. Payment for Public Information Services will be full compensation for all fliers, public information office, telephone lines, and all other labor and materials required to complete the item, except signs. Signs will be measured and paid for in accordance with Section 630. Payment will be made under: Pay Item Pay Unit Public Information Services Hour 44 FORCE ACCOUNT ITEMS DESCRIPTION This special provision contains the Department's estimate for force account items included in the Contract. The estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work necessary to complete the item. Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Force Account Item F/A Minor Contract Revisions F/A Partnering F/A Fuel Cost Adjustment F/A Landscape Establishment Incentive F/A Asphalt Cement Cost Adjustment F/A OJT Colorado Training Program F/A Erosion Control F/A Utility Lines F/A Railroad Flagging F/A '/<" Tap Fee Estimated uanti F.A. F.A. F.A. F.A. F.A. F.A. F.A. F.A. F.A. F.A. 45 Amount $ 80,000* $ 2,000 $ 5,000 $ 3,860 $ 5,000 $ 525 $ 5,000 $ 15,000 $ 30,000 $ 13,000 TRAFFIC CONTROL PLAN - GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.10(a). The components of the TCP for this project are included in the following: (1) Subsection 104.04 and Section 630 of the specifications. (1) City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. (2) Section 630 of the specifications. (3) Revision of Sections 100, 104, and 108 of these Project Specifications. (4) Standard Plan 5-630-1, Traffic Controls for Highway Construction, Case No. 2, 18, 19, 20, 24 and Standard Plan 5-630-2. (5) Schedule of Traffic Control Devices: Construction Traffic Control Devices 1 LS Flagger 1200 Hour Traffic Control Management 105 Day Portable Message Signs 40 EA/Day Specialty Sign - Size B 8 EA Specialty Sign - Size A 10 EA Special Traffic Control Plan requirements for this project are as follows: A. The Contractor will provide all construction traffic control for the project. The Contractor shall coordinate all construction phasing and construction traffic control requests with the City Traffic Dept. The contractor must submit traffic control plans and coordinate traffic control with the City's Traffic Control Coordinator. The traffic control plans must he submitted and approved seventy-two (72) hours prior to starting construction and before making each modification. Adjustments to the approved plan may be required by the Owner based on actual traffic operation. B. Traffic Control plans need to identify public accessible parking within the work area. In accordance to CDOT Region 4 Lane Closure Strategy, no work interfering with traffic flow on Jefferson Street will be permitted during the hours of 7:00 AM to 9:00 PM Monday thru Friday unless authorized in writing by the City Traffic Dept. and CDOT. Lane Closures are permitted anytime on Saturdays and Sundays. Weekend work will require authorization in writing from City Traffic and CDOT. D. The Contractor shall maintain pedestrian and bicycle movements through the project site and the surrounding trails. The Traffic Control plan shall address the method of handling these movements including access to area businesses. E. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction site. F. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. G. Keep fire hydrants and water control valves free from obstruction and available for use at all times. H. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. 46 I. Provide and maintain continual access for businesses and residences. Roadway Usage Between Operations — At all times when work is not actually in progress, Contractor shall make passable and shall open to traffic such portions of the project and temporary roadways or portions thereof as may be agreed upon between Contractor and Owner and all authorities having jurisdiction over any properties involved. The contractor will be responsible for maintaining all public accessible driving and walking surfaces throughout the project. K. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed. L. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic Engineering and Electric Departments to assure that work activities by those departments are coordinated with the Contractor's activities. At the least 48 hours notice is required. M. The Contractor shall maintain 11' lanes throughout the project. N. The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment entering or leaving the construction area into traffic at all times. O. Standard Hours of Operation are 7:00 A.M. thru 6:00 P.M. - Monday thru Friday. Given the scope of the proposed improvements, the City will allow extended working hours with written approval. Extended Hours requests must be made in writing. P. During the construction of this project: 1.) Linden Street shall maintain 1 northbound and 1 southbound lanes at all times. 2.) Linden Street shall maintain diagonal parking whenever it is deemed feasible by the City Engineering and Traffic Departments. 3.) Willow Street shall maintain 1 eastbound and 1 westbound lanes at all times. 4.) Willow Street shall maintain parallel parking whenever it is deemed feasible by the City Engineering and Traffic Departments 5.) Short duration (less than 2 hour) individual lane closures will be permitted on Linden Street and Willow Street during paving operations with adequate onsite flagging. 6.) Upon request, the City will allow either of these options for the crosswalks at LindenfWillow intersection. Either of these options will require 3 weeks advanced notice for the City and local businesses and failure to meet the maximum number of days will result in the City requiring opening to traffic available lanes. The options are: a. A maximum of 7 calendar day closure of the LindenfWillow intersection for the completion of concrete crosswalks. b. A maximum of 5 calendar day closure of Willow Street and/or a 5 calendar day closure of Linden Street for the completion of the concrete crosswalks. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed. Prior to starting construction, the Contractor shall notify the City of Fort Collins Traffic Engineer of the date the Contractor intends to start construction. All costs incidental to the foregoing requirements shall be included in the original contract prices for the project. 47 February 3, 2011 REVISION OF SECTION 105 VIOLATION OF WORKING TIME LIMITATION Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.03 shall include the following: If there is a violation of the working time limitations for traffic control as set forth in the special provisions, a written notice to stop work will be imposed on the Contractor at the start of the next working day. Work shall not resume until the Contractor assures the Engineer, in writing, that there will not be a reoccurrence of the working time violation. If more violations take place, the Engineer will notify the Contractor in writing that there will be a price reduction charge for each incident in accordance with this specification. This incident price reduction charge will be deducted from any money due the Contractor. This price reduction will not be considered a penalty but will be a price reduction for failure to perform traffic control in compliance with the Contract. An incident is any violation up to 30 minutes in duration. Each 30 minutes or increment thereof will be considered as an incident. A price reduction will be assessed for each successive or cumulative 30 minute period in violation of the working time limitations, as determined by the Engineer. The price reduction for each incident will increase at a progressive rate starting with $150 for the second incident and increasing to $1200 for the fifth and subsequent incidents in accordance with the following schedule. A 15 minute grace period will be allowed at the beginning of the second incident on the project before the price reduction is applied. This 15 minute grace period applies only to the second incident. The number of incident charges will be accumulative throughout the duration of the Contract. PRICE REDUCTION SCHEDULE Incident Incident Rate Total Price Reduction 1St Notice to Stop Work -- 2nd $150 $150 3`d 300 450 4th 600 1,050 5`h 1,200 2,250 6th 1,200 3,450 Etc. 1,200 4,650 Etc. Etc. February 3, 2011 1 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) Sections 105 and 106 of the Standard Specifications are hereby revised for this project as follows Delete subsection 105.05 and replace with the following 105.05 Conformity to the Contract of Hot Mix Asphalt. Conformity to the Contract of all Hot Mix Asphalt, Item 403, except Hot Mix Asphalt (Patching) and temporary pavement will be determined by tests and evaluations of elements that include asphalt content, gradation, in -place density and joint density in accordance with the following: All work performed and all materials furnished shall conform to the lines, grades, cross sections, dimensions, and material requirements, including tolerances, shown in the Contract. For those items of work where working tolerances are not specified, the Contractor shall perform the work in a manner consistent with reasonable and customary manufacturing and construction practices. When the Engineer finds the materials or work furnished, work performed, or the finished product are not in conformity with the Contract and has resulted in an inferior or unsatisfactory product, the work or material shall be removed and replaced or otherwise corrected at the expense of the Contractor. Materials will be sampled randomly and tested by the Department in accordance with Section 106 and with the applicable procedures contained in the Department's Field Materials Manual. The approximate maximum quantity represented by each sample will be as set forth in Section 106. Additional samples may be selected and tested as set forth in Section 106 at the Engineer's discretion. A process will consist of either a single test value or a series of test values resulting from related tests of an element of the Contractor's work and materials. An element is a material or workmanship property that can be tested and evaluated for quality level by the Department approved sampling, testing, and analytical procedures. All materials produced will be assigned to a process. A change in process is defined as a change that affects the element involved. For any element, with the exception of the process forjoint density element, a process normally will include all produced materials associated with that element prior to a change in the job mix formula (Form 43). For joint density, anew process will be established for each new layer of pavement or for changes in joint construction. Density measurements taken within each compaction test section will be a separate process. The Engineer may separate a process in order to accommodate small quantities or unusual variations. Evaluation of materials for pay factors (PF) will be done using only the Department's acceptance test results. Each process will have a PF computed in accordance with the requirements of this Section. Test results determined to have sampling or testing errors will not be used. Except for in -place density measurements taken within a compaction test section, any test result for an element greater than the distance 2 x V (see Table 105-2) outside the tolerance limits will be designated as a separate process and the pay factor will be calculated in accordance with subsection 105.05(a). An element pay factor less than zero shall be zero. The calculated PF will be used to determine the Incentive/Disincentive Payment (I/DP) for the process. In the case of in -place density orjoint density the Contractor will be allowed to core the exact location (or immediately adjacent location forjoint density) of a test result more than 2 x V outside the tolerance limit. The core must be taken and furnished to the Engineer within eight hours after notification by the Engineer of the test result. The result of this core will be used in lieu of the previous test result. Cores not taken within eight hours after notification by the Engineer will not be used in lieu of the test result. All costs associated with coring will be at the Contractor s expense. (a) Representing Small Quantities. When it is necessary to represent a process by only one or two test results, PF will be the average of PFs resulting from the following: If the test result is within the tolerance limits then PF = 1.00 February 3, 2011 2 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) If the test result is above the maximum specified limit, then PF = 1.00 — [0.25(To - Tu)N] If the test result is below the minimum specified limit, then PF = 1.00 — [0.25(TL - To)[V] Where: PF = pay factor. V = V factor from Table 105-2. To = the individual test result. Tu = upper specification limit. TL = lower specification limit. The calculated PF will be used to determine the I/DP for the process. (b) Determining Quality Level. Each process with three or more test results will be evaluated for a quality level (QL) in accordance with Colorado Procedure 71. (c) Gradation Element. Each specified sieve, with the exception of 100 percent passing sieves, will be evaluated for QL separately. The lowest calculated QL for a sieve will be designated as the QL for gradation element for the process. (d) Joint Density Element. Joint Density will be tested according to subsection 401.17. (e) Process Pay Factor. Using the calculated QL for the process, compute PF as follows: The final number of random samples (Pn) in each process will determine the final pay factor.. As test values are accumulated for each process, Pn will change accordingly. When the process has been completed, the number of random samples it contains will determine the computation of PF, based on Table 105-3 and formula (1) below. When Pn is from 3 to 9, or greater than 200, PF will be computed using the formulas designated in Table 105- 3. Where Pn is equal to or greater than 10 and less than 201, PF will be computed by formula (1): (PF, + PF2) (PF2 + PF3) (PF, + PF2) (Pn2 — Pnx) (1) PF =--------Z -------- + [----------------- --------------------] x -�P� ----Pn-- 2— 3 Where, when referring to Table 105-3: PF1= PF determined at the next lowest Pn formula using process QL PFZ= PF determined using the Pn formula shown for the process QL PF3= PF determined at the next highest Pn formula using process QL Pn2= the lowest Pn in the spread of values listed for the process Pn formula Pn3= the lowest Pn in the spread of values listed for the next highest Pn formula Pnx= the actual number of test values in the process When evaluating the item of Furnish Hot mix asphalt, the PF for the element of In -Place Density shall be 1.0. Regardless of QL, the maximum PF in relation to Pn is limited in accordance with Table 105-3. February 3, 2011 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) As test results become available, they will be used to calculate accumulated QL and PF numbers for each process. The process I/DP's will then be calculated and accumulated for each element and for the item. The test results and the accumulated calculations will be made available to the Contractor upon request. Numbers from the calculations will be carried to significant figures and rounded according to AASHTO Standard Recommended Practice R-11, Rounding Method. (f) Evaluation of Work. When the PF of a process is 0.75 or greater, the finished quantity of work represented by the process will be accepted at the appropriate pay factor. If the PF is less than 0.75, the Engineer may: 1. Require complete removal and replacement with specification material at the Contractor's expense; or 2. Where the finished product is found to be capable of performing the intended purpose and the value of the finished product is not affected, permit the Contractor to leave the material in place. If the material is permitted to remain in place the PF for the process will not be greater than 0.75. When condition red, as described in Section 106, exists for any element, resolution and correction will be in accordance with Section 106. Material, which the Engineer determines is defective, may be isolated and rejected without regard to sampling sequence or location within a process. If removal and replacement is required because thejoint density PF for a process is below 0.75, the Contractor shall remove and replace the full lane width adjacent to and including at least 6 inches beyond the visible joint line for the entire length ofjoint representing the process. If the lane removed is adjacent to anotherjoint, that joint shall also be removed to a point 6 inches beyond the visiblejoint line. When a single joint density core is more than 2V outside the tolerance limits, the removal and replacement limits shall be identified by coring the failingjoint at 25 foot intervals until two successive cores are found to be 1 V or less below the minimum tolerance limit. If removal and replacement is required, the Contractor shall submit documentation identifying the process to be used to correct the area in question in writing. The process will be approved by the Engineer before commencing the corrective work. Table 105-2 "W" AND "V" FACTORS FOR VARIOUS ELEMENTS Hot Mix Asphalt Element V Factor W Factor 2.36 mm (No. 8) mesh and larger sieves 2.80 N/A 600 pm (No. 30) mesh sieve 1.80 N/A 75 pm (No. 200) mesh sieve 4 0.80 N/A Gradation N/A 15 Asphalt Content 0.20 25 In -place Density 1.10 45 Joint Density 1.60 15 BID SCHEDULE (Base Bid) CITY OF FORT COLLINS LINDEN STREET STREETSCAPE DESIGN Bid Tab ITEMNO. DESCRIPTION UNIT QUANTITY UNIT PRICE COST 201-00000 Clearing and Grubbing L S 1 202-00026 Removal of Slope and Ditch Paving SY 32 202-00080 Removal of Pipe Bollard EACH 7 202-00156 Removal of Planter Wall S ecial Planter Box SF 656 202-00160 Removal of Wall(El Burrito (Special) SF 80 202-00203 Removal of Curb and Gutter LF 559 202-00200 Removal of Sidewalk SY 609 202-00210 Removal of Concrete Pavement SY 52 202-00220 Removal of Asphalt Mat 6" depth SY 312.1 202-00610 Removal of Railroad Track LF 36 202-01000 Removal of Fence LF 422 203-00000 Unclassified Excavation CY 3100 203-00100 Muck Excavation Cy 1500 203-01596 Potholing with Surveying and Stationing of U/G Utilities LS 1 20640065 Structure Backfill flow -fill Cy 100 208-00002 Erosion Lon 12 Inch . LF 100 208-00011 Erosion Bales Weed Free EACH 18 208-00020 Silt Fence LF 120 Concrete Washout Swcture EACH 1 P Stonn Drain Inlet Protection EACH 8 Stabilized Construction Entrance EACH 4 Rev10/20/07 Section 00300 Page 2 February 3, 2011 4 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) Table 105-3 FORMULAS FOR CALCULATING PF BASED ON PN Pn When Pn as shown at left is 3 to 9, or greater than 200, use designated formula below to calculate Pay Factor, PF = .... when Pn is 10 to 200, use formula (1) above: Maximum PF 3 0.31177 + 1.57878 (QU100) - 0.84862 (QU100)2 1.025 4 0.27890 + 1.51471 (QU100) - 0.73553 (QU100)2 1.030 5 0.25529 + 1.48268 (QU100) - 0.67759 (QU100)2 1.030 6 0.19468 + 1.56729 (QU100) - 0.70239 (QU100)2 1.035 7 0.16709 + 1.58245 (QU100) - 0.68705 (QU100)2 1.035 8 0.16394 + 1.55070 (QU100) - 0.65270 (QU100)2 1.040 9 0.11412 + 1.63532 (QU100) - 0.68786 (QU100)2 1.040 10 to l l 0.15344 + 1.50104 (QU100) - 0.58896 (QU100)2 1.045 12 to 14 0.07278 + 1.64285 (QU100) - 0.65033 (QU100)2 1.045 15 to 18 0.07826 + 1.55649 (QU100) - 0.56616 (QU100)2 1.050 19 to 25 0.09907 + 1.43088 (QU100) - 0.45550 (QU100)2 1.050 26 to 37 0.07373 + 1.41851 (QU100) - 0.41777 (QU100)2 1.055 38 to 69 0.10586 + 1.26473 (QU100) - 0.29660 (QU100)2 1.055 70 to 200 0.21611 + 0.86111 (QU100) 1.060 > 201 0.15221 + 0.92171 (QU100) 1.060 (g) Process 1/DP Computation. I/DP = (PF - 1)(QR)(UP)(W/100) Where: I/DP = Incentive/Disincentive Payment PF = Pay Factor QR = Quantity in Tons of HMA Represented by the Process UP = Unit Bid Price of Asphalt Mix W = Element Factor from Table 105-2 When AC is paid for separately UP shall be: UP = ((TonHMA)(UPHMA) + (TOnAC)(UPAC)1/TonHMA Where: TonHMA = Tons of Asphalt Mix UPHMA = Unit Bid Price of Asphalt Mix TonAC = Tons of Asphalt Cement UPAC = Unit Bid Price of Asphalt Cement For the joint density element: February 3, 2011 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) UP = UPHMA Where: UPHMA is as defined above. When AC is paid for separately UP shall be: UP = [(BTonHMA)(BUPHMA) + (BTonAJ(BUPAJ)/BTonHMA Where: BTonHMA = Bid Tons of Asphalt Mix BUPHMA = Unit Bid Price of Asphalt Mix BTonAc = Bid Tons of Asphalt Cement BUPAC = Unit Bid Price of Asphalt Cement (h) Element I/DP. The I/DP for an element shall be computed by accumulating the process I/DP's for that element. (i) 1/DP for a Mix Design. The I/DP for a mix design shall be computed by accumulating the individual I/DP's for the asphalt content, in -place density, and gradation elements for that mix design. The accumulated quantities of materials for each element must be the same at the end of I/DP calculations for a mix design. 0) Project 1/DP. The I/DP for the project shall be computed by accumulating the mix design I/DP's and thejoint density I/DP's. The accumulated quantities of materials for each element must be the same at the end of I/DP calculations for the project. Delete subsection 106.05 and replace with the following: 106.05 Sampling and Testing of Hot Mix Asphalt. All hot mix asphalt, Item 403, except Hot Mix Asphalt (Patching) and temporary pavement shall be tested in accordance with the following program of process control testing and acceptance testing: The Contract will specify whether process control testing by the Contractor is mandatory or voluntary. (a) Process Control Testing. 1. Mandatory Process Control. When process control testing is mandatory the Contractor shall be responsible for process control testing on all elements and at the frequency listed in Table 106-1. Process control testing shall be performed at the expense of the Contractor. After completion of compaction, in -place density tests for process control shall be taken at the frequency shown in Table 106-1. The results shall be reported in writing to the Engineer on a daily basis. Daily plots of the test results with tonnage represented shall be made on a chart convenient for viewing by the Engineer. All of the testing equipment used for in -place density testing shall conform to the requirements of acceptance testing standards, except nuclear testing devices need not be calibrated on the Department's calibration blocks. For elements other than in -place density, results from quality control tests need not be plotted, or routinely reported to the Engineer. This does not relieve the Contractor from the responsibility of performing such testing along with appropriate plant monitoring as necessary to assure that produced material conforms to the applicable specifications. Quality control test data shall be made available to the Engineer upon request. 2. Voluntary Process Control. The Contractor may conduct process control testing. Process control testing is not required, but is recommended on the elements and at the frequency listed in Table 106-1. All of the testing equipment used for in -place density testing shall conform to the requirements of February 3, 2011 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) acceptance testing standards, except nuclear testing devices need not be calibrated on the Department's calibration blocks. (b) Acceptance Testing. Acceptance testing is the responsibility of the Department. For acceptance testing the Department will determine the locations where samples or measurements are to be taken and as designated in Section 403. The maximum quantity of material represented by each test result, the elements, the frequency of testing and the minimum number of test results will be in accordance with Table 106-1. The location or time of sampling will be based on the stratified random procedure as described in CP 75. Acceptance sampling and testing procedures will be in accordance with the Schedule for Minimum Materials Sampling, Testing and Inspection in the Department's Field Materials Manual. Samples for project acceptance testing shall be taken by the Contractor in accordance with the designated method. The samples shall be taken in the presence of the Engineer. Where appropriate, the Contractor shall reduce each sample to the size designated by the Engineer. The Contractor may retain a split of the each sample which cannot be included as part of the Contractor's process control testing. All materials being used are subject to inspection and testing at any time prior to or during incorporation into the work. Table 106-1 SCHEDULE FOR MINIMUM SAMPLING AND TESTING Element Process Control Acceptance 1 Asphalt Content 1/500 tons 1/1000 tons -ore -- - — - ---- - --- - --- —------- ---J The tical Maximum Specific 1.1000 tons, minimum 1/1000 tons, minimum 1/day Gravity_____ 1/day Gradation II/Day_ - -- - 1/2000tons __-�_-- In-Place Density 1/500 tons 1/500 tons 1 core/ 2500 linear feet of Joint Density 1 core /5000 linear feet of in joint_ Aggregate 1/2000 tons or 1/Day if 1/2000 tons Percent _Moisture (s) less than 2000 tons -- - - "' "' 1/Day -- -- - --_J � Percent Lime Not applicable Notes: (1) The minimum number of in -place density tests for acceptance will be 5. (2) Process control tests for gradation are not required if less than 250 tons are placed in a day. The minimum number of process control tests for gradation shall be one test for each 1000 tons or fraction thereof. (3) Not to be used for incentive/disincentive pay. Test according to CP 60B and report results from Form 106 or Form 565 on Form 6. (4) Verified per Contractor's QC Plan. February 3, 2011 REVISION OF SECTIONS 105 AND 106 CONFORMITY TO THE CONTRACT OF HOT MIX ASPHALT (LESS THAN 5000 TONS) (c) Reference Conditions. Three reference conditions can exist determined by the Moving Quality Level (MQL). The MQL will be calculated in accordance with the procedure in CP 71 for Determining Quality Level (QL). The MQL will be calculated using only acceptance tests. The MQL will be calculated on tests 1 through 3, then tests 1 through 4, then tests 1 through 5, then thereafter on the last five consecutive test results. The MQL will not be used to determine pay factors. The three reference conditions and actions that will be taken are described as follows: 1. Condition green will exist for an element when an MQL of 90 or greater is reached, or maintained, and the past five consecutive test results are within the specification limits. Condition yellow will exist for all elements at the beginning of production or when a new process is established because of changes in materials or the job -mix formula, following an extended suspension of work, or when the MQL is less than 90 and equal to or greater than 65. Once an element is at condition green, if the MQL falls below 90 or a test result falls outside the specification limits, the condition will revert to yellow or red as appropriate. 3. Condition red will exist for any element when the MQL is less than 65. The Contractor shall be notified immediately in writing and the process control sampling and testing frequency increased to a minimum rate of 1/250 tons for that element. The process control sampling and testing frequency shall remain at 1/250 tons until the process control QL reaches or exceeds 78. If the QL for the next five process control tests is below 65, production will be suspended. If gradation is the element with MQL less than 65, the Department will test one randomly selected sample in the first 1250 tons produced in condition red. If this test result is outside the tolerance limits, production will be suspended. (This test result will not be included as an acceptance test.) After condition red exists, a new MQL will be started. Acceptance testing will stay at the frequency shown in Table 106-1. After three acceptance tests, if the MQL is less than 65, production will be suspended. Production will remain suspended until the source of the problem is identified and corrected. Each time production is suspended, corrective actions shall be proposed in writing by the Contractor and approved in writing by the Engineer before production may resume. Upon resuming production, the process control sampling and testing frequency for the elements causing the condition red shall remain at 1/250 tons. If the QL for the next five process control tests is below 65, production will be suspended again. If gradation is the element with MQL less than 65, the Department will test one randomly selected sample in the first 1250 tons produced in condition red. If this test result is outside the tolerance limits, production will be suspended. February 3, 2011 REVISION OF SECTION 106 CERTIFICATES OF COMPLIANCE AND CERTIFIED TEST REPORTS Section 106 of the Standard Specifications is hereby revised for this project as follows In subsection 106.12, delete the second paragraph and replace it with the following: The original Certificate of Compliance shall include the Contractor's original signature as directed above. The original signature (including corporate title) on the Certificate of Compliance, under penalty of perjury, shall be of a person having legal authority to act for the manufacturer. It shall state that the product or assembly to be incorporated into the project has been sampled and passed all specified tests in conformity to the plans and specifications for this project. One legible copy of the fully signed Certificate of Compliance shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. In subsection 106.13, delete the second paragraph and replace it with the following: The Certified Test Report shall be a legible copy or an original document and shall include the Contractor's original signature as directed above. The signature (including corporate title) on the Certified Test Report, under penalty of perjury, shall be of a person having legal authority to act for the manufacturer or the independent testing laboratory. It shall state that the test results show that the product or assembly to be incorporated into the project has been sampled and passed all specified tests in conformity to the plans and specifications for this project. One legible copy or original document of the fully signed Certified Test Report shall be furnished to the Engineer prior to installation of material. Failure to comply may result in delays to the project or rejection of the materials. February 3, 2011 REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.15(c) and replace it with the following: (c) Each insurance policy shall include provisions preventing cancellation or non -renewal without at least 30 days prior notice to Contractor. The Contractor shall forward to the Engineer any such notice received within seven days of the Contractor's receipt of such notice. February 3, 2011 REVISION OF SECTIONS 107 and 208 WATER QUALITY CONTROL UNDER ONE ACRE OF DISTURBANCE Sections 107, 208, are hereby revised for this project as follows: In subsection 107.25(b)6 delete the second paragraph and replace it with the following: The Contractor shall record the location of potential pollutants on the plans. Descriptions of the potential pollutants shall be submitted to and approved by the Engineer. In subsection 208.03 delete the first paragraph and replace it with the following: Prior to construction the Contractor shall implement BMPs in accordance with the approved project schedule as described in subsection in 208.03(b). In subsection 208.03 delete the third, fourth, and fifth paragraphs and replace them with the following: The Contractor shall evaluate all non-stormwater coming onto the site, such as springs, seeps, and landscape irrigation return flow. If such flow is identified, BMPs shall be used to protect off -site water from becoming contaminated with sediment or other pollutants. The Contractor shall review existing inlets and culverts to determine if inlet protection is needed due to water flow patterns. Prior to beginning construction, inlets and culverts needing protection shall be protected and the location of the implemented BMP added to the plans. When additional BMPs are required and approved by the Engineer, the Contractor shall implement the additional BMPs and shall record and describe them on the plans. The approved BMPs will be measured and paid for in accordance with subsections 208.11 and 208.12. Delete subsections 208.03(c) and (d) and replace them with the following: (c) Implementation, Maintenance and Revision of the SWMP. The Contractor's responsibilities shall be as follows: (1) Install, construct, and maintain all BMPs specified in the Contract and coordinate the construction of BMPs with all other construction operations. (2) Implement suitable temporary erosion and sediment control features as necessary to correct unforeseen conditions or emergency situations. Dismantle those features when their purpose has been fulfilled unless the Engineer directs that the features be left in place. (3) Implement necessary actions to reduce anticipated or presently existing water quality or erosion problems resulting from construction activities. (4) Make available, all labor, material, and equipment needed to install, maintain, and remove BMPs. (5) When included in the Contract, the Contractor shall assign to the project an individual to serve in the capacity of Erosion Control Supervisor (ECS). The ECS may be the Superintendent. The ECS shall be experienced in all aspects of construction and have satisfactorily completed an ECS training program authorized by the Department. Proof that this requirement has been met shall be submitted to the Engineer prior to or at the preconstruction conference. A list of authorized ECS training programs will be provided by the Engineer upon request by the Contractor. The ECS shall be the person responsible for ensuring that the responsibilities listed in (1) through (4) above are fulfilled (d) Documentation Available on the Project. The following Contract documents and references will be made available for reference in one location on the project during construction. 1. Project Documents. The following documents shall be kept, maintained, and updated in a single notebook: (1) SWMP Sheets (2) SWMP site map, if applicable to the project. (3) Details of BMPs used on the project not covered in Standard Plan M-208-1. (4) List of potential pollutants as described in subsection 107.25. (5) SPCC and reports of reportable spills submitted to CDPHE. (6) Form 105s and all other correspondence relating to water quality. (7) Project environmental permits and associated applications and certifications. 2 February 3, 2011 REVISION OF SECTIONS 107 and 208 WATER QUALITY CONTROL UNDER ONE ACRE OF DISTURBANCE 2. Reference Materials (1) CDOT Erosion Control and Stormwater QuaBty Guide. (2) CDOT Erosion Control and Stormwater QuaBty Field Guide. (3) Copy of biological opinion, if applicable. In subsection 208.04 delete the first and second paragraphs and replace them with the following: The Contractor shall modify the SWMP to clearly describe and locate all BMPs implemented at the site to control potential sediment discharges from vehicle tracking. Vehicle tracking pads shall be used at all vehicle and equipment access points to the site to prevent sediment exiting the project site onto paved public roads. Access shall be provided only at locations approved by the Engineer. Delete subsection 208.04(e) and replace it with the following: (e) Stabilization. Once earthwork has begun on a section, it shall be pursued until completion. Clearing and grubbing operations shall be scheduled and performed so that grading operations and final stabilization measures can follow immediately thereafter if the project conditions permit. Otherwise temporary stabilization measures shall be taken between successive construction stages. Additional work required because the Contractor has failed to properly coordinate the entire erosion control schedule, thus causing previously seeded areas to be disturbed by operations that could have been performed prior to the seeding shall be performed at the Contractor's expense. In subsection 208.06 delete the first paragraph and replace it with the following: The Contractor shall clearly describe and record on the SWMP, all practices implemented at the site to minimize impacts from procedures or significant material that could contribute pollutants to runoff. Areas or procedures where potential spills can occur shall have spill contingency plans in place as specified in subsections 107.25(b)6 or 208.06(c). In subsection 208.07 delete the second paragraph and replace it with the following: Erodible stockpiles (including topsoil) shall be contained with acceptable BMPs at the toe (or within 20 feet of the toe) throughout construction. BMPs shall be approved by the Engineer. In subsection 208.08, delete the first paragraph and replace it with the following: The Contractor shall limit construction activities to those areas within the limits of disturbance shown on the plans and cross -sections. Construction activities, in addition to the Contract work, shall include the on -site parking of vehicles or equipment, on -site staging, on -site batch plants, haul roads or work access, and all other action which would disturb existing conditions. Off road staging areas must be pre -approved by the Engineer, unless otherwise designated in the Contract. Construction activities beyond the limits of disturbance due to Contractor negligence shall be restored to the original condition by the Contractor at the Contractor's expense. The Contractor shall tabulate additional disturbances not identified in the SWMP and indicate locations and quantities on the SWMP and report to the Engineer. In subsection 208.09, second paragraph, delete the list and replace it with the following: (1) Failure to include erosion control in the project schedule or failure to include erosion control in each schedule update as specified in subsection 208.03(b). (2) Failure of the Contractor to implement necessary actions required by the Engineer as required by subsection 208.03(c). (3) Failure to amend SWMP and implement BMPs as required by subsection 208.04. (4) Failure to keep documentation and records current. (5) Failure to construct or implement erosion control or spill containment measures required by the Contract, or failure to construct or implement them in accordance with the Contractor's approved schedule as required by subsection 208.06(c). February 3, 2011 REVISION OF SECTIONS 107 and 208 WATER QUALITY CONTROL UNDER ONE ACRE OF DISTURBANCE (6) Failure to stabilize disturbed areas as required by subsections 208.04(e) and 208.08. (7) Failure to replace or perform maintenance on an erosion control feature after notice from the Engineer to replace or perform maintenance as required by subsection 208.04(f). (8) Failure to remove and dispose of sediment from BMPs as required. (9) Failure to install and properly utilize a concrete washout structure for containing washout from concrete placement operations. (10) Failure to perform permanent stabilization as required by subsection 208.04 (e). In subsection 208.09 delete the third paragraph and replace it with the following: The Engineer will immediately notify the Contractor in writing of each incident of failure to perform erosion control in accordance with the Specifications, including, but not limited to items (1) through (10) above. Correction shall be made as soon as possible but no later than 48 hrs from the date of notification to correct the failure. The Contractor will be charged liquidated damages in the amount of $875 for each calendar day after the 48 hour period has expired, that one or more of the incidents of failure to perform items (1) through (10) above, remains uncorrected. In subsection 208.09 delete the eighth and ninth paragraphs and replace them with the following: Disagreements regarding the suggested corrective action for a BMP compliance issue between the Project Engineer and Superintendent, shall be discussed with the Resident Engineer and Region Water Pollution Control Manager. If after meeting the Contractor is still in disagreement and feels that additional compensation is owed, the Contractor will follow the decision of the Project Engineer, keep track of the costs and negotiate further with the Project Engineer. If after pursuing the issue, the Contractor is unable to reach agreement with the Project Engineer, then the Contractor can follow the dispute process outlined in subsection 105.21. If the Contractor's corrective action plan and schedule are not submitted and approved within 48 hours of the Stop Work Order or the corrective action plan is not implemented by the Contractor, the Engineer will have an on -site meeting with the Superintendent and the Superintendent's supervisor. This meeting will also be attended by the Resident Engineer, the Region Water Pollution Control Manager, and the Region Program Engineer. This meeting will identify and document needed corrective actions and a schedule for completion. If after the meeting, the unacceptable work is not remedied within the schedule as agreed to in the meeting, the Engineer will take action to effect compliance with the Contract by utilizing CDOT Maintenance personnel or other non -Contractor forces and deduct the cost from any moneys due or to become due to the Contractor pursuant to subsection 105.16_ Delays due to these Stop Work Orders shall be considered nonexcusable. The Stop work Order shall be in place until the project is in Contract compliance. Delete subsection 208.10 and replace it with the following: 208.10 Items to Be Accomplished Prior to Final Acceptance. (a) Reclamation of Washout Areas. After concrete operations are complete, washout areas shall be reclaimed in accordance with subsection 208.05(n) at the Contractor's expense. (b) Survey. The Contractor shall survey Permanent Water Quality BMPs (Permanent BMPs) on the project after they are constructed and confirm they are at final configuration and grade. The Engineer will identify which Permanent BMPs shall be surveyed prior to the final walk through. The survey shall be performed in accordance with Section 625. (c) Removal of Temporary BMPs. Temporary BMPs subject to removal shall be determined by the Engineer at a final walk through of the project and shall be removed by the Contractor. If any BMPs are left in place, the Region's Water Pollution Control Manager shall be notified of the BMP locations. February 3, 2011 REVISION OF SECTION 109 ASPHALT CEMENT COST ADJUSTMENT (ASPHALT CEMENT INCLUDED IN THE WORK) Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: (i) Asphalt Cement Cost Adjustments. Contract cost adjustments will be made to reflect increases or decreases in the monthly average price of asphalt cement from the average price for the month preceding the month in which bids were received for the Contract. These cost adjustments are not a change to the contract unit prices bid. Cost adjustments will be based on the asphalt cement price index established by the Department and calculated as shown in subsection 109.06(i) 2.D below. The index will be the average for the month of the daily postings of the spot price per barrel of Western Canadian Select (WCS) as published on http://www.cenovus.com/operations/doing-business-with-us/marketing/crude-oil-pricing,h . The index from this source will be converted to US Dollars using the currency converter at http://finance.yahoo.com/currency; the posted price of Canadian Dollars per cubic meter of WCS on Cenovus.com will be converted to US Dollars per cubic meter. A conversion factor of 0.89 cubic meter per Ton will be used to convert the posted price from cubic meter to tons. The converted daily prices and the average index number for the month will be posted as soon as they are available on the CDOT website at: http://www.dot.state.co.us/DesignSupport/Construction/Fuel%20Cost%20Adoustments/Cenovus/Daily Pri ces/Daily Asphalt Cement Cost Adjustment Index.htm 2. Cost adjustments will be made on a monthly basis subject to the following conditions: A. Adjustment will be based on the pay quantities on the monthly partial pay estimate for the following two pay items when measured by the ton and asphalt cement is included in the pay items: Item No. Item Pay Unit 403` Hot Mix Asphalt(Grading (Asphalt) Ton 403 Stone Matrix Asphalt (Grading (Asphalt) Ton 'Hot Mix Asphalt (Patching) is not sub ect to fuel cost adjustment. B. A cost adjustment will be made only when the asphalt cement price index varies by more than 5 percent from the asphalt cement price index at the time of bid, and only for that portion of the variance in excess of 5 percent. Cost adjustments may be either positive or negative dollar amounts. C. Asphalt cement cost adjustments will not be made for any partial estimate falling wholly after the expiration of contract time. Adjustment formula: EP greater than BP: ACCA = (EP — 1.05 BP)(PA) (Q) EP less than BP: ACCA = (EP — 0.95 BP) (PA) (Q) Where: 208-00205 Erosion Control Supervisor HOUR 20 210-00010 Reset Mailbox Structure Type 1 EACH 2 210-04005 Adjust Fire Hydrant EACH 1 210-04010 Adiust Manhole EACH 10 210-04015 Modif Manhole EACH 1 210-04017 Modify Meter Pit EACH 1 210-04050 Adjust Valve Box EACH 6 210-04060 Adjust Water Meter EACH 12 212-00006 Seeding Native ACRE 0.2 212-00040 Soil Preparation Lawn ACRE 0.2 212-00050 Sod SF 1216 212-00910 Organic Amendment Soil CY 4 213-00008 Mulching Wood Chi S ecial CF 2109 213-00061 Mulching Tackifer LB 20 213-00065 Inorganic Mulch (Special) Pea Gravel SF 550 213-00070 Landscape Weed Barrier Fabric SY 62 213-00300 Concrete Landscape Border LF 672 213-00460 Metal Landscape Border 3/16x4 Inch LF 131 213-00500 Tree Grate EACH 22 214-00005 Landscape Maintenance 24 months LS 1 214-00220 Deciduous Tree 2 Inch Caliper) EACH 9 214-00230 Deciduous Tree 3 Inch Caliper) EACH 21 214-00350 Deciduous Shrub 5 Gallon Container EACH 153 214-00650 Evergreen Shrub 5 Gallon Container EACH 20 214-00910 Perennials 1 Gallon Container EACH 36 214-00960 Ornamental Grass 1 Gallon Container S ecial EACH 392 216-00015 Soil Retention Blanket Excelsior SY 65 304-06000 jAggregate Base Course Class 6 TON 2.705 Rev10/20/07 Section 00300 Page 3 February 3, 2011 REVISION OF SECTION 109 ASPHALT CEMENT COST ADJUSTMENT (ASPHALT CEMENT INCLUDED IN THE WORK) EP = Average Asphalt Cement price index for the calendar month prior to the calendar month in which the partial estimate p�y period ends ACCA = Asphalt Cement Cost Adjustment PA = Percent of the paving mixture that is asphalt cement. Asphalt Cement content will be determined by the weighted average of all asphalt cement content percentages obtained from the field acceptance tests for that item (Use decimal in formula, e.g.: 0.05.). If Reclaimed Asphalt Pavement (RAP) is used the percent of Virgin Asphalt Cement added to the mix will be determined by subtracting the percent of asphalt cement in the Reclaimed Asphalt Pavement (RAP) from the percent of asphalt cement in the mix as calculated from Revision of Section 401 Reclaimed Asphalt Pavement. Q = Increased pay quantity for all 403 items shown above on the monthly partial pay estimate in Tons. Example: Bids are opened on July 16. The BP will be the average of the daily postings for June 1 through June 30. For an estimate cut-off date selected by the Contractor at the Pre - Construction Conference of the 201h of the month a February estimate will include HMA quantities measured from the 2151 of January through the 20`h of February, and the EP index used to calculate ACCA will be the average of the daily postings for January 1 through January 31 as established by CDOT) E. Cost adjustment will not be made for the quantity of any item that is left in place at no pay or for material removed and replaced at the Contractor's expense. F. Cost adjustments will not be made to items of work added to the Contract by Change Order after the award of the Contract. G. The asphalt cement cost adjustment will be the sum of the individual adjustments for each of the pay items shown above. No adjustment will be made for asphalt cement costs on items other than those shown above. H. Asphalt cement cost adjustments resulting in an increased payment to the Contractor will be paid for under the planned force account item: Asphalt Cement Cost Adjustment. Asphalt cement cost adjustments resulting in a decreased payment to the Contractor will be deducted from monies owed the Contractor. February 3, 2011 REVISION OF SECTION 109 FUEL COST ADJUSTMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: (h) Fuel Cost Adjustments. Contract cost adjustments will be made to reflect increases or decreases in the monthly average prices of gasoline, diesel and other fuels from the average price for the month preceding the month in which bids were received for the Contract. These cost adjustments are not changes to the Contract unit prices bid. When bidding, the Contractor shall specify on the Form 85 whether the cost adjustment will apply to the Contract. After bids are submitted, the Contractor will not be given any other opportunity to accept or reject this adjustment. If the Contractor fails to indicate a choice on the Form 85, the cost adjustment will not apply to the Contract. If the fuel cost adjustment is accepted by the Contractor, the adjustment will be made in accordance with the following criteria: 1. Cost adjustments will be based on the fuel price index established by the Department and calculated as shown in subsection 109.06(h)2.D below. The index will be the monthly average of the rates posted by the Oil Price Information Service (OPTS) for Denver No. 2 Diesel. The rate used will be the OP/S Average taken from the OPIS Standard Rack table for Ultra -Low Sulfur w/Lubricity Gross Prices (ULS column), expressed in dollars per gallon and rounded to two decimal places. 2. Cost adjustments will be made on a monthly basis subject to the following conditions: A. Adjustment will be based on the pay quantities on the monthly partial pay estimate for each of the pay items listed in the table below for which fuel factors have been established. Adjustment will be made only when the pay item is measured by the pay unit specified in the table: Item Pay Unit Fuel Factor (FF) 202-Removal of Asphalt Mat (Planing) Square Yard 0.006 Gal/SY/Inch depth 203-Excavation (muck, unclassified) Embankment, Borrow Cubic Yard 0.29 Gal/CY 203-Rock Excavation Cubic Yard 0.39 Gal/CY 206-Structure Excavation and Backfill [applies only to quantities paid for by separate bid item; no adjustment will be made for pay items that include structure excavation & backfill, such as RCP(CIP)) Cubic Yard 0.29 Gal/CY 304-Aggregate Base Course (Classes Cubic Yard 0.85 Gal/CY 304-Aggregate Base Course (Classes Ton 0.47 Gal./Ton 307-Processing Lime Treated Subgrade Square Yard 0.12 Gal/SY 310-Full Depth Reclamation Square Yard 0.06 Gal/SY 403-Hot Mix Asphalt (HMA) (Grading_- ` Ton 2.47 Gal/Ton 403-Stone Matrix Asphalt (Grading —) Ton 2.47 Galfron 405-Heating and Scarifying Treatment Square Yard 0.44 Gal/SY 405-Heating and Repaving Treatment Square Yard 0.44 Gal/SY 405-Heating and Remixing Treatment Square Yard 0.44 Gal/SY 406-Cold Bituminous Pavement (Recycle) Square Yard 0.01 Gal/SY/Inch depth 412- Concrete Pavement Inch Square Yard 0.03 GaVSY/Inch thickness 412-Place Concrete Pavement" Square Yard 0.03 Gal/SY/Inch thickness 'Hot Mix Asphalt (Patching) is not subject to fuel cost adjustment. "Use the thickness shown on the plans. February 3, 2011 REVISION OF SECTION 109 FUEL COST ADJUSTMENT B. A fuel cost adjustment will be made only when the current fuel price index varies by more than 5 percent from the price index at the time of bid, and only for that portion of the variance in excess of 5 percent. Fuel cost adjustments may be either positive or negative dollar amounts. C. Fuel cost adjustments will not be made for any partial estimate falling wholly after the expiration of contract time. D. Adjustment formula: EP greater than BP: FA = (EP — 1.05 BP)(Q)(FF) EP less than BP: FA = (EP — 0.95 BP)(Q)(FF) EP = Average fuel price index for the calendar month prior to the calendar month in which the partial estimate pay period ends FF = Fuel usage factor for the pay item ;Q =Pay quantity for the pay item on the monthly- partial pay estimate Note: When the pay item is based on area, and the rate of fuel use varies with thickness, Q should be determined by multiplying the area by the thickness. For example: for 1000 square yards of 8-inch concrete pavement Q should be 8000. Example: Bids are opened on July 16. The BP will be the average of the daily postings for June 1 through June 30. For an estimate cut-off date selected by the Contractor at the Pre - Construction Conference of the 201h of the month a February estimate will include HMA quantities (Q) measured from the 2151 of January through the 20�h of February, the FF will be 2.47 Gal/Ton, and the EP index used to calculate FA will be the average of the daily postings for January 1 through January 31 as established by CDOT. E. Fuel cost adjustment will not be made for the quantity of any item that is left in place at no pay. F. Fuel cost adjustments will not be made to items of work added to the Contract by Change Order after the award of the Contract. The fuel cost adjustment will be the sum of the individual adjustments for each of the pay items shown. No adjustment will be made for fuel costs on items other than those shown. The factors shown are aggregate adjustments for all types of fuels used, including but not limited to gasoline, diesel, propane, and burner fuel. No additional adjustments will be made for any other type of fuel. Fuel cost adjustments resulting in an increased payment to the Contractor will be paid for under the planned force account item: Fuel Cost Adjustment. Fuel cost adjustments resulting in a decreased payment to the Contractor will be deducted from monies owed the Contractor. February 3, 2011 1 REVISION OF SECTION 109 MEASUREMENT OF QUANTITIES Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.01, delete the 17`h paragraph and replace it with the following Vehicles used to haul material being paid for by weight shall bear a plainly legible identification mark. Each of these vehicles shall be weighed empty daily at times directed by the Engineer. The Contractor shall furnish to the Engineer, in writing, a vehicle identification sheet that lists the following for each delivery vehicle to be used on the project: (1) identification mark (2) vehicle length (3) tare weight (4) number of axles (5) the distance between extreme axles (6) information related to legal weight, including the Permit No. and permitted weight of each vehicle for which the State has issued an overweight permit. This information shall be furnished prior to time of delivery of the material and at any subsequent time the Contractor changes vehicles, combination vehicles, axle length relationships, or overweight permitting of vehicles. February 3, 2011 REVISION OF SECTION 401 COMPACTION OF HOT MIX ASPHALT Section 401 of the Standard Specifications is hereby revised for this project as follows: In subsection 401.17, delete the third paragraph and replace with the following: SMA shall be compacted to a density of 93 to 97 percent of the daily theoretical maximum specific gravity, determined according to CP 51. All other HMA shall be compacted to a density of 92 to 96 percent of the daily theoretical maximum specific gravity, determined according to CP 51. If more than one theoretical maximum specific gravity test is taken in a day, the average of the theoretical maximum specific gravity results will be used to determine the percent compaction. Field density determinations will be made in accordance with CP 44 or 81. February 3, 2011 REVISION OF SECTION 401 COMPACTION PAVEMENT TEST SECTION (CTS) Section 401 of the Standard Specifications is hereby revised for this project as follows: In subsection 401.17, delete the fifteenth paragraph and replace with the following: Two sets of random cores shall be taken within the last 200 tons of the CTS. Each set shall consist of a minimum of seven random cores. The Engineer will determine the coring locations using a stratified random sampling process. The locations of these cores will be such that one set can serve as a duplicate of the other. One set of these cores shall be immediately submitted to the Engineer. This set will be used for determining acceptance of the CTS and determining density correction factors for nuclear density equipment. Densities of the random samples will be determined by cores according to CP 44. Density correction factors for nuclear density equipment will be determined according to CP 81. Coring shall be performed under CDOT observation. Coring will not be measured and paid for separately but shall be included in the work. For SMA, a CTS is not used. The Contractor shall follow the requirements for the demonstration control strip in accordance with the Revision of Section 403, Stone Matrix Asphalt Pavement. February 3, 2011 REVISION OF SECTION 401 TEMPERATURE SEGREGATION Section 401 of the Standard Specifications is hereby revised for this project as follows: In subsection 401.16 delete the twelfth (last) paragraph and replace it with the following: The Engineer may evaluate the HMA for low density due to temperature segregation any time industry best practices, as detailed on Form 1346, are not being followed or the Engineer suspects temperature segregation is occurring. The Engineer will first meet with the Contractor to discuss the paving practices that are triggering the temperature investigation. Areas across the mat, excluding the outside 1 foot of both edges of the mat, that are more than 25 OF cooler than other material across the width may be marked for density testing. Material for temperature comparison will be evaluated in 3-foot intervals behind the paver across the width of the mat. The material shall be marked and tested in accordance with CP 58. If four or more areas within a lot of 500 tons have densities of less than 93 percent of the material's maximum specific gravity for SMA mixes or less than 92 percent of the material's maximum specific gravity for all other HMA mixes, a 5 percent price disincentive will be applied to the 500 ton lot. The 500 ton count begins when the Engineer starts looking for cold areas, not when the first cold area is detected. This price disincentive will be in addition to those described in Sections 105 and 106. Only one area per delivered truck will be counted toward the number of low density areas. Temperature segregation checks will be performed only in areas where continuous paving is possible. February 3, 2011 REVISION OF SECTION 601 CONCRETE BATCHING Section 601 of the Standard Specifications is hereby revised for this project as follows: In subsection 601.06, delete (13) and (17) and replace with the following: (13) Gallons of water added by truck operator, the time the water was added and the quantity of concrete in the truck each time water is added. (17) Water to cementitious material ratio. February 3, 2011 REVISION OF SECTIONS 601 CONCRETE FINISHING Section 601 of the Standard Specifications are hereby revised for this project as follows In subsection 601.12 (a) delete the fifth paragraph and replace it with the following: Water shall not be added to the surface of the concrete to assist in finishing operations Hand finishing should be minimized wherever possible. The hand finishing methods shall be addressed in the Quality Control Plan for concrete finishing. Hand finished concrete shall be struck off and screeded with a portable screed that is at least 2 feet longer than the maximum width of the surface to be struck off. It shall be sufficiently rigid to retain its shape. Concrete shall be thoroughly consolidated by hand vibrators. Hand finishing shall not be allowed after concrete has been in -place for more than 30 minutes or when initial set has begun. Finishing tools made of aluminum shall not be used. The Contractor shall provide a Quality Control Plan (QCP) to ensure that proper hand finishing is accomplished in accordance with current Industry standards. It shall identify the Contractor's method for ensuring that the provisions of the QCP are met. The QCP shall be submitted to the Engineer at the Preconstruction Conference. Concrete placement shall not begin until the Engineer has approved the QCP. The QCP shall identify and address issues affecting the quality finished concrete including but not limited to: (1) Timing of hand finishing operations (2) Methodology to place and transport concrete (3) Equipment and tools to be utilized (4) Qualifications and training of finishers and supervisors When the Engineer determines that any element of the approved QCP is not being implemented or that hand finished concrete is unacceptable, work shall be suspended. The Contractor shall supply a written plan to address improperly placed material and how to remedy future hand finishing failures and bring the work into compliance with the QCP. The Engineer will review the plan for acceptability prior to authorizing the resumption of operations. In subsection 601.14(a) delete the fourth paragraph February 3, 2011 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.10 shall include the following after the first paragraph: The Contractor's Superintendent and all others serving in a similar supervisory capacity shall have completed a CDOT-approved two-day Traffic Control Supervisor training as offered by the CCA. The one -day ATSSA Traffic Control Technician (TCT) training along with the two-day ATSSA Traffic Control Supervisor training will serve as an alternate. If the alternate is chosen, the Contractor shall provide written evidence that at least an 80 percent score was achieved in both of the two training classes. The certifications of completion or certifications of achievement for all appropriate staff shall be submitted to the Engineer at the preconstruction conference. 304-06000 Aggregate Base Course Class 6 TON 2.705 306-01000 Reconditioning 12- Depth) SY 7.325 403-00720 Hot Mix Asphalt(Patching) (Asphalt) TON 50 403-32821 Hot Mix Asphalt(Grading SG 100 PG 58-28 TON 1,994 412-00605 Concrete Pavement 6 inch Residential Drive Fast Track 24 hour Colored SY 17.4 412-00805 Concrete Pavement 8 inch Commercial Drive Fast Track 24 hour Colored SY 430.3 412-01020 Concrete Pavement 10 inch Fast Track 24 hour Class P SY 207.8 420-00500 Geotextile Pavin Sub rade Reinforcement SY 1,000 601.21000 Precast Wall Segment EACH 35 601.21020 Concrete Seatwall - Type A Precast (Special) EACH 1 601-21030 Concrete Seatwall - Type B Precast (Special) EACH 6 601-40020 IMasonry Wall Repair SF 100 604-00305 Inlet Type C 5 Foot EACH 1 607.11531 Fence (Special) Residential 1 Relocated Fence and Gates LF 32 607-11532 Fence (Special) Residential 2 Relocated Fence and Gate LF 44 607.11533 Fence (Special) Type C Relocated Fence and Gate LF 135 607-11610 Fence (Special) Type 1A - Ornamental Fence Panels EACH 38 607.11650 Fence (Special) Type 2 - 6' Wood Fence LF 31 607-52000 Fence (Special) Ornamental Posts Surface Mount Fence PostsSM EACH 27 607-52010 Fence (Special) Ornamental Posts Concrete Fence Post Footer-CF EACH 17 607-53172 Fence Chain Link 72 Inch LF 215 607-60122 27 Foot Gate (Special) Steel Pie Double Swing Gate EACH 1 607-60279 30 Foot Gate (Special) Chain Link Double Swing Gate EACH 1 608-00000 lConcrete Sidewalk 6' Depth) SYJ 329.0 608-00010 Concrete Curb Ramp SY 120.0 608-00015 Truncated Domes SF 310 608-00060 Stone Pavers SF 731 608-00061 Stone Pavers (Special) Type 1 1 SF 635 Rev10/20/07 Section 00300 Page 4 February 3, 2011 REVISION OF SECTION 630 RETROREFLECTIVE SIGN SHEETING (WITH TYPE VI SHEETING) Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.02, delete the sixth and seventh paragraphs, including Table 630-1, and replace them with the following: Retroreflective sheeting for all signs requiring an orange background shall be Type VI or Type Fluorescent. Retroreflective sheeting for all signs requiring a yellow background shall Type Fluorescent. Table 630-1 RETROREFLECTIVE SHEETING TYPES Type VI l Sheeting Type IV* (Roll -up sign material) Type Fluorescent Application Work Zone Work Zone Work Zone All Orange Construction Signs X Orange Construction Signs that are used only during daytime hours for short term or mobile X4 X operations Barricades (Temporary) X Vertical Panels X Flaggers Stop/Slow Paddle X X Drums X Non -orange Fixed Support signs X with prefix "W" Special Warning Signs X STOP sign (RI-1) YIELD sign (RI-2) WRONG WAY sign (115-1a) X DO NOT ENTER sign (R5-1) EXIT sign (E5-1a) DETOUR sign (M4-9) or X (M4-10) All other fixed support signs X X All other signs used only during X X working hours All other signs that are used 5 only during daytime hours for X X X short term or mobile operations 1 Fluorescent Sheeting shall be of a brand that is on the CDOT Approved Products List. 2 Drum Sheeting shall be manufactured for flexible devices. 3 Fixed support signs are defined as all signs that must remain in use outside of working hours. They shall be mounted in accordance with Standard Plan S-630-1. 4 RS 24 only. 5 White only. ♦ New signs and devices shall be manufactured with Type IV sheeting. Existing signs and devices manufactured with Type III sheeting may be used on projects advertised prior to January 1, 2014. Signs and devices used on projects advertised on or after January 1, 2014 shall be manufactured with Type IV sheeting. February 3, 2011 REVISION OF SECTION 712 WATER FOR MIXING OR CURING CONCRETE Section 712 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 712.01 and replace it with the following: 712.01 Water. Water used in mixing or curing concrete shall be reasonably clean and free of oil, salt, acid, alkali, sugar, vegetation, or other substance injurious to the finished product. Concrete mixing water shall meet the requirements of ASTM C1602. The Contractor shall perform and submit tests to the Engineer at the frequencies listed in ASTM C1602. Potable water may be used without testing. Where the source of water is relatively shallow, the intake shall be so enclosed as to exclude silt, mud, grass, and other foreign materials. February 3, 2011 1 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY A. AFFIRMATIVE ACTION REQUIREMENTS Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area are as follows: Goals and Timetable for Minority Utilization Timetable - Until Further Notice Economic Standard Metropolitan Counties Goal Area Statistical Area (SMSA) Involved 157 2080 Denver -Boulder Adams, Arapahoe, Boulder, Denver, (Denver) Douglas, Gilpin, Jefferson ................... 13.8% 2670 Fort Collins Larimer................................................ 6.9% 3060 Greeley Weld .................................................... 13.1% Non SMSA Counties Cheyenne, Clear Creek, Elbert, Grand, Kit Carson, Logan, Morgan, Park, Phillips, Sedgwick, Summit, Washington & Yuma ............................ 12.8% 158 1720 Colorado Springs El Paso, Teller ..................................... 10.97 (Colo. Spgs. - 6560 Pueblo Pueblo ................................................. 27.5% Pueblo) Non SMSA Counties Alamosa, Baca, Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, Huerfano, Kiowa, Lake, Las Animas, Lincoln, Mineral, Otero, Prowers, Rio Grande, Sa uache........ 19.0% 159 Non SMSA Archuleta, Delta, Dolores, Eagle, (Grand Junction) Garfield, Gunnison, Hinsdale, La Plata, Mesa, Moffat, Montezuma, Montrose, Ouray, Pitkin, Rio Blanco, Routt, San Juan, San Miguel 10.2% 156 (Cheyenne - Non SMSA Jackson County, Colorado .................. 7.5% Casper WY) GOALS AND TIMETABLES FOR FEMALE UTILIZATION Until Further Natice......................................................................................................................6.9% Statewide February 3, 2011 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non -federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts meet the goals established for the geographical area where the contract resulting form this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Par 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this specification, and in the contract resulting from this solicitation, the "covered area" is the county or counties shown on the Invitation for Bids and on the plans. In cases where the work is in two or more counties covered by differing percentage goals, the highest percentage will govern. February 3, 2011 3 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY B. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these Specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority' includes; (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractor toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered Construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of Federal Contract Compliance Programs Office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. February 3, 2011 4 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following; a. Ensure and maintain a working environment free of harassment, intimidation , and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its union have employment opportunities available, and maintain a record of the organization's responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off - the -street applicant and minority or female referral from a union, a recruitment source of community organization and of what action was taken with respect to each individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the rile with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when he Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc., by specific review of the policy with all management personnel and with all minority and female employees at least once a year, and by posting the Contractor's EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. February 3, 2011 5 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY g. Review, at least annually, the Contractor's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foreman, etc., prior to the initiation of construction work at anyjob site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc. such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and Contractor's activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's EEO policies and affirmative action obligation. February 3, 2011 6 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor - union contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goal and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even thought the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13 The Contractor in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form, however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). February 3, 2011 7 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY C. SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES. 1. General. a. Equal employment opportunity requirements not to discriminate and to take affirmative action to assure equal employment opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required Contract. Provisions (Form FHWA 1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to Section 140 of Title 23, U.S.C., as established by Section 22 of the Federal -Aid highway Act of 1968. The requirements set forth in these Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract provisions. b. The Contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract. c. The Contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment opportunity: (The equal employment opportunity requirements of Executive Order 11246, as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal -Aid Highway Program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The Contractor will include these requirements in every subcontract of $10,000 or more with such modification of language as is necessary to make them binding on the subcontractor. 2. Equal Employment Opportunity Policy. The Contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote the full realization of equal employment opportunity through a positive continuing program; It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include; employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training. 3. Equal Employment Opportunity Officer. The Contractor will designate and make known to the State highway agency contracting officers and equal employment opportunity officer (herein after referred to as the EEO Officer) who will have the responsibility for an must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be assigned adequate authority and responsibility to do so. 4. Dissemination of Policy. a. All members of the Contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the Contractor's equal employment opportunity policy and contractual responsibilities to provide equal employment opportunity in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum; (1) Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the Contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official. February 3, 2011 8 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY (2) All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the Contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the Contractor. (3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer or appropriate company official in the Contractor's procedures for locating and hiring minority group employees. b. In order to make the Contractor's equal employment opportunity policy known to all employees, prospective employees and potential sources of employees, i.e., schools, employment agencies, labor unions (where appropriate), college placement officers, etc., the Contractor will take the following actions: (1) Notices and posters setting forth the Contractor's equal employment opportunity policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. (2) The Contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 5. Recruitment. a. When advertising for employees, the Contractor will include in all advertisements for employees the notation; "An Equal Opportunity Employer." ' All such advertisements will be published in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived. b. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to, State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the Contractor will, through his EEO Officer, identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the Contractor for employment consideration. In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the Contractor's compliance with equal employment opportunity contract provisions. (The U.S. Department of Labor has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the Contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The Contractor will encourage his present employees to refer minority group applicants for employment by posting appropriate notices or bulletins in areas accessible to all such employees. In addition, information and procedures with regard to referring minority group applicants will be discussed with employees. 6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed; a. The Contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT 608-00062 Stone Pavers (Special) Type 2 SF 96 608-00065 Granite Pavers (Special) EACH 12 608-00070 Intedockin Pavers 6' concrete bed SF 4634 608-00071 Interlocking Pavers (Special) Muster K. Winter Blend) SF 1697 608-00072 1 Interlocking Pavers (Special) Random Old Town Blend) SF 1347 608-00073 Interlocking Pavers (Special) (Square Winter Blend SF 621 608-00074 Intedockin Pavers (Special) (Herringbone 3-Tone Brown SF 609 608-00075 Interlocking Pavers (Special) Soldier Course Light Brown SF 360 608-00076 Street Name Text (Special) Sandblast and Stain EACH 10 608-01000 Bituminous Sidewalk 3' Depth) TON 18 608-10000 Sidewalk Drain Concrete Chase EACH 2 609-21020 Curb and Gutter Type 2 Section 11-13 LF 247 609-21023 Curb and Gutter Type 2 Section II-B (Special) 18' Head LF 1865 613-01075 3/4 Inch Electrical Conduit Plastic LF 40 613-01200 2 Inch Electrical Conduit Plastic LF 1500 613-01300 3 Inch Electrical Conduit Plastic LF 420 613-01410 Traffic Signal Conduit (Special) (Plasfic)(Schedule 80)(2 each-2 inch and 2 each- 3 inch per lineal foot) LF 350 613-30005 Light Standard and Luminaire Pedestrian EACH 19 61340000 Concrete Foundation Pad EACH 2 61340010 1 Light Standard Foundation EACH 19 613-50100 Lighting Control Center EACH 2 614-10145 Variable Message Sign LED (Single Faced DAY 40 61940061 3/4-inch Service LF 45 619.50080 1 inch Plastic Pie LF 5,880 619-50160 2 inch Plastic Pie LF 495 620-00001 Field Office Class 1 EACH 1 620-00020 ISanitary Facility EACH 1 Rev10/20/07 Section 00300 Page 5 February 3, 2011 9 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY b. The Contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The Contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the Contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The Contract will promptly investigate all complaints of alleged discrimination made to the Contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the Contractor will inform every complainant of all of his avenues of appeal. 7. Training and Promotion. a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the Contractor's work force requirements and as permissible under Federal and State regulations, the Contractor shall make full use of training programs, i.e., apprenticeship, and on- the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. c. The Contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The Contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 8. Unions. If the Contractor relies in whole or in part upon unions as a source of employees, the Contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women with the unions, and to effect referrals by such unions of minority and female employees. Actions by the Contractor either directly or thorough a contractor's association acting as agent will include the procedures set forth below: a. The Contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The Contractor will use best efforts to incorporate an equal employment opportunity clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, or national origin. c. The Contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the Contractor, the Contractor shall so certify to the State highway department and shall set forth what efforts have been made to obtain such information. February 3, 2011 10 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY d. In the event the union is unable to provide the Contractor with a reasonable flow of minority and women referrals within he time limit set forth in the collective bargaining agreement, the Contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion , sex or national origin; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the Contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the Contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such Contractor shall immediately notify the State highway agency. 9. Subcontracting. a. The Contractor will use his best efforts to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of minority -owned construction firms from State highway agency personnel. b. The Contractor will use his best efforts to ensure subcontractor compliance with their equal employment opportunity obligations. 10. Records and Reports. a. The Contractor will keep such records as are necessary to determine compliance with the Contractor's equal employment opportunity obligations. The records kept by the Contractor will be designed to indicate: (1) The number of minority and nonminority group members and women employed in each work classification on the project. (2) The Progress and efforts being made in cooperation with unions to increase employment opportunities for minorities and women (applicable only to contractors who rely in whole or in part on unions as a source of their work force). (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees, and (4) The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority and female representation among their employees. b. All such records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the State highway agency and the Federal Highway Administration. c. The Contractors will submit an annual report to the State highway agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391. February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (a) Definitions and Procedures For this project, the following terms are defined: 1. Disadvantaged Business Enterprise (DBE). A small business concern that is certified as being: A. At least 51 percent owned by one or more socially and economically disadvantaged individuals or, in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more socially and economically disadvantaged individuals; and B. Whose management and daily business operations are controlled by one or more of the socially and economically disadvantaged individuals who own it. C. Socially and economically disadvantaged individual means any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who is: (1) Any individual whom the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) finds to be a socially and economically disadvantaged individual. (2) Any individual in the following groups, members of which are rebuttably presumed to be socially and economically disadvantaged: a. "Black Americans," which includes persons having origins in any of the Black racial groups of Africa; b. "Hispanic Americans," which includes persons of Mexican, Puerto Rican, Cuban, Dominican, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; c. "Native Americans," which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians; d. "Asian -Pacific Americans," which includes persons whose origins are from Japan, China, Taiwan, Korea, Burma (Myanmar), Vietnam, Laos, Cambodia (Kampuchea), Thailand, Malaysia, Indonesia, the Philippines, Brunei, Samoa, Guam, the U.S. Trust Territories of the Pacific Islands (Republic of Palau), the Commonwealth of the Northern Marianas Islands, Macao, Fji, Tonga, Kirbati, Juvalu, Nauru, Federated States of Micronesia, or Hong Kong; e. "Subcontinent Asian Americans," which includes persons whose origins are from India, Pakistan, Bangladesh, Bhutan, the Maldives Islands, Nepal or Sri Lanka; f. "Women", which means females of any ethnicity; g. "Other," which means any additional groups whose members are designated as socially and economically disadvantaged by the Small Business Administration (SBA), at such time as the SBA designation becomes effective and/or individuals who have been determined to be socially and economically disadvantaged based on the criteria for social and economic disadvantage. 2. Underutilized DBE (UDBE). A firm which meets the definition of DBE above and is eligible to meet the contract goal as defined in the project special provision titled "Contract Goal." February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 3. DBE Joint Venture. Joint venture means an association of a DBE firm and one or more other firms to carry out a single, for -profit business enterprise, for which the parties combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the work of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest. A DBE joint venture must be certified as a joint venture by the Business Programs Office at CDOT. A. For those projects set -aside forbidding by UDBEs only; all of the partners in a joint venture must be UDBEs and certification of thejoint venture will not be required. B. For all projects other than the set -aside projects discussed in A. above; one of the partners in a joint venture must be a DBE. The DBE percentage of the joint venture will be determined at the time of certification. 4. Contract Goal. The goal for UDBE participation that the Department determines should appropriately be met by the successful bidder. Contract goal will be the percentage stated in the invitation for bids and in the project special provisions. Successful bidders that are awarded a Contract based on good faith efforts shall continue to make good faith efforts through the period of time that work on the project is in process, to provide for additional UDBE participation toward meeting the goal. 5. Good Faith Efforts. It is the obligation of the bidder to make good faith efforts to meet the contract goal prior to the bid opening. The bidder can demonstrate that it has done so either by meeting the contract goal or by documenting good faith efforts made. CDOT will evaluate only the good faith efforts made by the bidder prior to the bid opening. Any UDBE Participation submitted on Form 715 that exceeds the participation submitted on Form 714 will be accepted as additional UDBE participation, but will not be counted as Good Faith Efforts and will not exempt a bidder from fulfilling the Good Faith Efforts requirements. The apparently successful bidder shall report all efforts made including but not limited to the efforts required on Form 718. The efforts employed by the bidder should be those that one could reasonably expect a bidder to take if the bidder were actively and aggressively trying to obtain UDBE participation sufficient to meet the DBE contract goal. The bidder may submit information on its UDBE successes in the preparation of this bid and its successes on CDOT projects during the three preceding calendar years. These successes shall be documented in Section IV of the Form 718. Other factors the bidder considers relevant to its past performance in meeting CDOT UDBE contract goals shall also be documented in Section IV of the Form 718. In determining whether a bidder has made good faith efforts, CDOT will consider the performance of the apparently successful bidder in meeting UDBE contract goals over the preceding three calendar years. This will include performance at the time of Contract bid and at the time of Contract close. CDOT will use this information to help assess the bidder's ongoing level of commitment in performing good faith efforts to meet project goals. CDOT will also take into account the performance of other bidders in meeting the contract goal. For example, when the apparently successful bidder fails to meet the contract goal, but others meet it, CDOT will reasonably raise the question of whether, with additional reasonable efforts, the apparently successful bidder could have met the goal. The greater the difference between the contract goal and the apparently successful bidder's DBE commitments on the Form 714, the greater the level of Good Faith Efforts expected by CDOT. If the apparently successful bidder fails to meet the goal, but meets or exceeds the average UDBE participation obtained by other bidders, CDOT will view this, in conjunction with other factors, as evidence that the apparently successful bidder may have made adequate good faith efforts. February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS CDOT will accept verifiable comments from persons that have specific information pertaining directly to the efforts made by the bidder to reach the contract goal on this project. CDOT will consider these comments as part of its good faith effort analysis prior to issuing its decision regarding whether good faith efforts were employed by the apparently successful bidder. To be considered during CDOT's good faith effort analysis for the project, such comments must be submitted by letter, fax, or email. Comments must be sufficiently detailed, and must be received by CDOT within seven calendar days after the bid opening. Written comments should be submitted to CDOT based on the contact information listed at http://www.dot.state.co.us/EEO/ContactUs.htm . The Business Programs Office, with the DBE Liaison's Approval, will notify the apparently successful bidder by fax regarding any deficiencies in the documentation and effort demonstrated by the bidder. This fax will include the Business Programs Office's recommendation to the DBE Liaison Officer regarding whether the good faith effort demonstrated was sufficient for the bidder to be regarded as responsible. If the bidder may be regarded as responsible but with minor deficiencies in its good faith effort, the bidder will be expected to correct any deficiencies noted prior to bidding on other CDOT projects. Within five working days of being informed by the Business Programs Office that it is not a responsible bidder because it has not documented sufficient good faith efforts, a bidder may request administrative reconsideration from the Good Faith Efforts (GFE) Committee, which will not have played any role in the original determination that the bidder did not document sufficient good faith efforts. The bidder should make this request to: Good Faith Efforts Committee Fax: 303-757-9019 Phone: 303-757-9234 As part of this reconsideration, the bidder will have the opportunity to provide written documentation or argument concerning the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The bidder will also have the opportunity to meet in person with CDOT's GFE Committee to discuss the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The Business Programs Office, with the DBE Liaison's Approval, will send. the bidder a written decision on reconsideration, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts prior to the bid opening to do so. The GFE Review Committee will make a recommendation to the DBE Liaison Officer. The DBE Liaison Officer will review the good faith efforts documentation and the recommendation of the GFE Review Committee, determine whether the required efforts are sufficient for award and notify the Chief Engineer of this finding. The Chief Engineer will make the final decision regarding award. There will be no administrative appeal of the Chief Engineer's decision. The Chief Engineer may pursue award of the Contract to the next lowest responsible bidder based upon this decision. If award of the Contract is made based on the Contractor's good faith efforts, the goal will not be waived. The Contractor will be expected to continue to make good faith efforts as described below throughout the duration of the Contract. To demonstrate Good Faith Efforts to meet the contract goal throughout the performance of the Contract, the Contractor shall document to the CDOT Region Civil Rights Professional the steps taken on Form 205. For each subcontract item not identified for DBE participation on Form 718, steps the Contractor must take include but are not limited to the following: A. Seek out and consider UDBEs as potential subcontractors. (1) Contact all UDBEs for each category of work that is being subcontracted. (2) Affirmatively solicit their interest, capability, and price quotations. (3) Provide equal time for all prospective subcontractors to prepare their proposals. (4) Provide at least as much time to UDBEs in assisting them to prepare their bids for subcontract work as to non UDBE subcontractors. (5) Award subcontracts to UDBEs where their quotations are reasonably competitive with other quotations received. February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS B. Maintain documentation of UDBEs contacted and their responses. (1) Maintain a list of UDBEs contacted as prospective subcontractors. (2) Maintain thorough documentation of criteria used to select each subcontractor. (3) Where a UDBE expressed an interest in a subcontract and made a quotation, and where the work was not awarded to a UDBE, furnish a detailed letter explaining the reasons. (b) Certification as a DBE by the Department 1. Any contractor may apply to the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) for status as a DBE. Application shall be made on the USDOT's Uniform Certification Application Form as provided by these agencies for certification of DBEs. Application need not be made in connection with a particular bid. Only work contracted to UDBE contractors or subcontracted to UDBEs and independently performed by UDBEs shall be considered toward contract goals as established elsewhere in these specifications. 2. It shall be the Contractor's responsibility to submit applications so that the certifying agency has sufficient time to render decisions. The certifying agency will review applications in a timely manner but is not committed to render decisions about a firm's DBE status within any given period of time. 3. The Department will publish an online directory of DBE contractors, vendors and suppliers for the purpose of providing a reference source to assist any bidder in identifying DBEs and UDBEs. Bidders will be solely responsible for verifying the Certification of DBEs they intend to use prior to submitting a proposal. The directory is updated daily by the certifying agencies and is accessible online at http://www.dot.state.co.us/app_ucp/ . 4. Bidders shall exercise their ownjudgments in selecting any subcontractor to perform any portion of the work. 5. Permission for a DBE/non-DBE joint venture to bid on a specific project may be obtained from the Business Programs Office based on information provided by the proposed joint venture on Form 893, "Information For Determining DBE Participation When A Joint Venture Includes A DBE". Joint applications should be submitted well in advance of bid openings. (c) Bidding Requirements 1. All bidders shall submit with their proposals a fully executed Form 714 including a list of the names of their UDBE subcontractors to meet the contract goal. The apparently successful bidder shall submit a fully executed Form 715 for each UDBE used to meet the contract goal (sample attached) no later than 4:00 p.m. on the third work day after the date of bid opening to the Business Programs Office in the Center for Equal Opportunity. Form 715 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. If the contract goal is not met, the apparently successful bidder shall submit a completed Form 718 and corresponding evidence of good faith efforts no later than 4:00 on the day following the bid opening to the Business Programs Office in the Center for Equal Opportunity. CDOT Form No. 718 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. A copy of Form 718 is incorporated into this specification. 2. The award of Contract, if awarded, will be made to the lowest responsible bidder that will meet or exceed the contract goal or, if the goal will not be met, is able to demonstrate that good faith efforts were made to meet the goal. Good faith efforts are explained in (a) of this special provision. 3. The use of the UDBE firms named on Form 714 or on a Form 715, for the items of work described, is a condition of award. The replacement of a named UDBE firm will be allowed only as provided for in (e) of this special provision. Failure to comply will constitute grounds for default and termination of the Contract. February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 4. Contractor's DBE Obligation. The prime Contractor bidding on construction projects advertised by the Department agrees to ensure that Disadvantaged Business Enterprises (DBEs), as defined in this special provision, have equal opportunity to participate in the performance of contracts or subcontracts financed in whole or in part with Federal or State funds. The prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the bidding process or the performance of contracts. To ensure that UDBEs are offered equal opportunity to participate in the performance of contracts, it is the responsibility of the prime Contractor to offer and to provide assistance to UDBEs related to the UDBE performance of the subcontract. However, the UDBE must independently perform a commercially useful function on the project. (d) Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal 1. Once a firm has been certified as a DBE the total dollar amount of the contract awarded to the firm shall be counted toward CDOT's annual DBE goal and the contract goal as explained below, and as modified for the project in the project special provisions titled "Contract Goal." 2. The actual dollar total of a proposed subcontract, supply or service contract with any DBE firm shall be reported to the Department using Form 713. A Form 713 for subcontracts is to be submitted with the Form 205 and receipt will be a condition of approval. The eligibility of a proposed DBE subcontractor will be finally established based on the firm's status at the time of Form 205 approval. A Form 713 for a supply or service contract is to be submitted once a contract has been fully executed so the Department will be able to report the DBE participation in a timely manner. The eligibility of a DBE supplier or service firm will be finally established as of the date the Form 713 is received by the Department. A Form 205 is not required for a supply or service contract. If a firm becomes certified as a DBE during performance under a fully executed contract with CDOT but prior to the DBE performing any work, then 100 percent of the work performed by the firm under that contract may be claimed as eligible work. 3. The Contractor may count toward its contract goal the percentage of the total dollar amount of a contract with a Department certified joint venture that equals the percentage of the ownership and control of the UDBE partner in ajoint venture. 4. A The Contractor may count toward its contract goal only that percentage of expenditures to UDBEs which independently perform a commercially useful function in the work of a contract. A DBE is considered to be performing a commercially useful function by actually performing, managing, and supervising the work involved. To determine whether a DBE is performing a commercially useful function, the Department will evaluate the amount of work subcontracted, work performed solely by the DBE, industry practices, and other relevant factors. B. A DBE may enter into subcontracts consistent with normal industry practices. If a DBE does not perform or exercise responsibility for at least 30 percent of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, the DBE shall be presumed not to be performing a commercially useful function. The DBE may present evidence to rebut this presumption to the Department. 5. The Contractor may count toward its contract goal the percentage of expenditures for transportation services obtained from UDBE trucking firms, provided the UDBE controls the trucking operations for which it seeks credit. A UDBE trucking firm must have at least one truck and driver of its own, but it can lease trucks owned by others, both DBEs and non -DBEs, including owner -operators. For work done with its own trucks and drivers, and for work done with DBE lessees, the UDBE trucking firm receives credit for all transportation services provided. For work done with non -DBE lessees, the UDBE trucking firm gets credit only for the fees or commissions it receives for arranging the transportation services, because the services themselves are being performed by non -DBEs. February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 6. The Contractor may count toward its contract goal the percentage of expenditures for materials and supplies obtained from UDBE suppliers (regular dealers) and manufacturers, provided that the UDBEs assume the actual and contractual responsibility for and actually provide the materials and supplies. A. The Contractor may count 100 percent of its expenditures to a UDBE manufacturer. A DBE manufacturer is a certified firm that operates or maintains a factory or establishment that produces on the premises the materials or supplies obtained by the Contractor. B. The Contractor may count 60 percent of its expenditures to UDBE suppliers (regular dealers) that are not manufacturers, provided that the DBE supplier performs a commercially useful function in the supply process. A DBE supplier (regular dealer) is a certified firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a supplier (regular dealer) the firm must engage in, as its principal business and in its own name, the purchase and sale of the products in question. A supplier in such bulk items as steel, cement, gravel, stone, and petroleum products need not keep such products in stock, if it owns or operates distribution equipment. Brokers and packagers shall not be regarded as manufacturers or suppliers within the meaning of this section. C. The Contractor may count toward its contract goal the following expenditures to UDBE firms that are not manufacturers or suppliers (regular dealers): (1) The fees or commissions charged for providing a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials or supplies required for performance of the Contract, provided that the fee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. (2) The fees charged for delivery of materials and supplies required to ajob site (but not the cost of the materials and supplies themselves) when the hauler, trucker, or delivery service is not also the manufacturer of or a supplier of the materials and supplies, provided that the fee is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. (3) The fees or commissions charged for providing any bonds or insurance specifically required for the performance of the Contract, provided that the fee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. To determine the goals achieved under this Contract the participation as described in (d) of this special provision shall be divided by the original prime Contract amount and multiplied by 100 to determine the percentage of performance. The Contractor shall maintain records of payment that show amounts paid to all DBEs. Upon completion of the project, the Contractor shall submit a Form 17 listing all DBEs that participated in this Contract, the subcontract tier number of each, and the dollar amount paid to each. This dollar amount shall include payments made by nonDBE subcontractors to DBE subcontractors. The Contractor shall certify the amount paid, which may be audited by the Department. When there is no participation by DBEs, the Contractor shall submit a Form 17 that indicates no participation and gives reasons why there was no participation. CDOT will not count the participation of a DBE subcontractor toward the prime contractor S UDBE achievements or CDOT's overall DBE goal until the amount being counted toward the goal has been paid to the DBE. (e) Replacement of UDBE Subcontractors used to meet the contract goal Based upon a showing of good cause the Contractor may request that a UDBE named on Form 714 or on a Form 715 be replaced with another UDBE pursuant to the terms and conditions of this special provision. In the event that the Contractor is able to both document the need and to offer a replacement UDBE who can perform the work at a reasonable cost, the CDOT Region Civil Rights Professional will approve the replacement at no additional cost to the Department. Replacements will be allowed only with prior written approval of the Region Civil Rights Professional. February 3, 2011 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 1. If a replacement is to be requested prior to the time that the named UDBE has begun to effectively prosecute the work under a fully executed subcontract, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Written permission of the named UDBE. Written permission may be waived only if such permission cannot be obtained for reasons beyond the control of the Contractor. B. A full written disclosure of the circumstances making it impossible for the Contractor to comply with the condition of award. C. Documentation of the Contractor's assistance to the UDBE named on Form 714 or on Form 715. D. Copies of any pertinent correspondence and documented verbal communications between the Contractor and the named UDBE. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. It is within the control of the Contractor to locate, prior to award, DBEs that offer reasonable prices and that could reasonably be expected to perform the work. For this reason, increased cost shall not, by itself, be considered sufficient reason for not providing an in -kind replacement. 2. In the event a UDBE subcontractor begins to prosecute the work and is unable to satisfactorily complete performance of the work, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Documentation that the subject UDBE subcontractor did not perform in a satisfactory manner. B. Documentation of the Contractor's assistance to the UDBE subcontractor prior to finding the UDBE subcontractor in default. C. A copy of the certified letter finding the UDBE to be in default or a letter from the UDBE stating that it cannot complete the work and it is turning the work back to the Contractor. D. Copy of the contract between the Contractor and the UDBE subcontractor, plus any modifications thereto. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. In the event the Contractor is able to locate a replacement UDBE who can perform work at a reasonable cost to the Contractor, and also demonstrates to the satisfaction of the Department that prior to bid it had reason to believe that the named UDBE firm was responsible and not expected to default, the Department may modify or renegotiate the Contract to compensate the Contractor for any reasonable extra costs, because of a higher price in the proposal of the replacement UDBE subcontractor than that of the original UDBE subcontractor who failed to perform. Provided, however, that the Department will not be obligated to participate in any increased cost to the Contractor if the UDBE that fails to perform has a recent history of performance failure or default that was either known, or should have been known, to the Contractor prior to award. 3. If the Contractor is unable to locate a UDBE replacement that is both interested in and capable of performing the work at a reasonable cost, the Department may waive the requirement that the work be performed by a UDBE and the Contractor shall provide for the satisfactory completion of the work at no additional cost to the Department. 8 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (0 Sanctions. February 3, 2011 It is the obligation of the Contractor to provide DBE firms with equal opportunity to participate in the performance of the work. It is the responsibility of DBE firms to perform their work in a responsible manner fully consistent with the intent of the DBE program, and in substantial compliance with the terms and conditions of these DBE definitions and requirements. DBE firms which fail to perform a commercially useful function as described in subsection (d) of these DBE definitions and requirements or operate in a manner which is not consistent with the intent of the DBE program may be subject to revocation of certification. A finding by the Department that the Contractor has failed to comply with the terms and conditions of these DBE definitions and requirements shall constitute sufficient grounds for default and termination of the Contract in accordance with subsection 108.09 of the specifications. Attachments: Form 714 Form 715 Form 718 622-00010 Bicycle Rack EACH 9 622-00155 Planter Box (Special) Pots EACH 34 622-00250 Bench EACH 11 622-00270 Bollard Pedestrian EACH 4 622-00271 Bollard VehicularS ecial EACH 2 622-00350 Trash Receptacle EACH 6 623-00100 Irrigation LS 1 623-01706 3/4-inch Backflow Preventer EACH 1 623-07006 3/4-inch Water Meter EACH 1 623-09906 3/4" Tie -In To Existing Irrigation EACH 1 626-00000 Mobilization L S 1 626-01000 Public Information Services HOUR 45 630-00000 Flagging HOUR 1200 630-00012 Traffic Control Management DAY 105 630.10005 Traffic Control Devices LS 1 630-80341 lConstructim Traffic Sin Panel Size A EACH 8 630-80342 Construction Traffic Sign (Panel Size B) EACH 10 Construction Bid Items Total: 700-70010 F/A Minor Contract Revisions F A 1 $ 80,000.00 $80,000.00 700-70011 F/A Partneri F A 1 $ 2,000.00 $2.000.00 700-70016 F/A Fuel Cost Adjustment F A 1 $ 5,000.00 $5.000.00 700-70017 F/A Landscape Establishment Incentive F A 1 $ 3,860.00 $3.860.00 700-70019 F/A Asphalt Cement Cost Adjustment F A 1 $ 5,000.00 $5,000.00 700-70022 F/A OJT Colorado Training Program F A 1 $ 525.00 $525.00 700-70380 F/A Erosion Control F A 1 $ 5.000.00 $5,000.00 700-70230 F/A Ufilfiy Lines F A 1 5,. $$315,000.0002!20 700.700 FA RoadFI in FA 1 $ 06 0000.00 705:70242A3a4rTap Fee ji FAI 1 1 $ 13,000.00 1 $13.000.00 FORCE ACCOUNT ITEMS TOTAL: $159,385.00 Base Bid Total: In Words: Rev10/20/07 Section 00300 Page 6 COLORADO DEPARTMENT OF TRANSPORTATION Project #: BIDDERS LIST DATA and UNDERUTILIZED Location: DBE (UDBE) BID CONDITIONS ASSURANCE Prime Contractor Instructions: This form has two sections, both must be completed and submitted with your bid. Complete Section I to list all subcontract quotes received (non -DBE and DBE). Complete Section II to report only Underutilized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project. Please review CDOT Form #715 instructions before completing Section Il. Attach additional sheets as necessary. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate on projects financed with federal, state or local entity funds. Consistent with 49 Code of Federal Regulations (CFR) Part 26.11, the Bidders List data provided by the Contractors will provide CDOT as accurate data as possible about the universe of DBE and non -DBE firms actively seeking work on its highway construction contracts, for use in setting overall DBE goals. SECTION I: CDOT BIDDERS LIST INFORMATION (Non -DBEs and DBEs) 1) Are all subcontract bids (quotes) received by your firm for this project listed below? ❑ Yes ❑ No 2) If No, make certain any additional subcontract bidding information is submitted to the CDOT Business Programs Office before 4:00 pm on the day after bids are opened to ensure CDOT has the best data possible for setting future DBE goals (use the same table format as below): CDOT Business Programs Office 4201 E. Arkansas Ave., Room 200 Denver, Colorado 80222 FAX: 303-757-9019 EMAIL: eo@dot. state. co. us 3) The most recent CDOT Bidders List will be posted online at: www.dot.state.co.us/EEO/DBEProgramPage.htm Name of firm submitting Bid/Quote Certified DBE firm? Yes No Work item(s) description Firm being used? Yes No ter° 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Page 1 of 2 Previous editions are obsolete and may not be used uuu i i-orm sna aiud Name of firm submitting Bid/Quote Certified DBE firm? Yes No Work item(s) description Firm being used? Yes No ter" 15. 16. 17. 18. 19. 20. SECTION If: UNDERUTILIZED DBE (UDBE) PARTICIPATION COMMITMENT 1) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below: % 2) Will your company's Underutilized DBE (UDBE) participation commitment meet the contract goal? ❑ Yes ❑ No 3) List the UDBE firms, committed work items, and eligible UDBE percentage of your bid committed to each. UDBE Firm name Certification # Committed work item(s) % Commitment toward DBE Goal' 1. % 2. 3.. % 4. % 5. % BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT (Round to nearest hundredth) % ' Detailed instructions on how to calculate DBE commitment amounts are available on CDOT Form #715 and in the "Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal" section of the "DBE - Definitions and Requirements" in the Standard Special Provisions. I understand that, if my company is determined to be the low bidder for the contract on this project, I must submit a completed CDOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed in Section II of this form to the Transportation Department by 4:00 pm on the third work day after the day bids are opened. The actual amounts submitted on each CDOT Form #715 must equal or exceed the DBE percentage commitments documented on this form. In addition, if my company does not meet the DBE/UDBE goal for this project, I must submit a completed CDOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before 4:00 pm on the day after bids are opened. CDOT Form #715s submitted for firms not included on this form, OR for amounts exceeding those listed on this form, will be accepted but NOT counted as Good Faith Efforts. Only the efforts the contractor made priorto the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the Policy stated above Section I. 1 shall not discriminate on the basis of race, color, age, sex, national origin, or handicap in the bidding process or the performance of contracts. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE IN THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Company Name: Date: Company Officer Signature: Title: oy= rrev,ous eamons are oosoieze ano may not oe usea COOT Form #714 4/08 COLORADO DEPARTMENT OF TRANSPORTATION Project No.: CERTIFICATE OF PROPOSED UNDERUTILIZED DBE (UDBE) Project Code (SA#): PARTICIPATION Location: Form #: of Prime Contractor — Send completed/signed form to the Business Programs Office (instructions on second page). The "Eligible UDBE Amounts" submitted on this form must equal or exceed the commitment(s) documented on the CDOT Form 714 you submitted with your bid. For the complete list of certified DBE/UDBE firms and their DBE work codes go to hftp:/twww.dot.state.co.us/ap uc / NOTE: See 49 CFR part 26.55, and the "DBE - Definitions and Requirements" in the Standard Special Provisions, for further information concerning counting DBE participation of truckers, subcontractors, suppliers and service providers toward the project's UDBE goal. PART 1a - TRUCKING CONTRACT If the UDBE is being used as a trucker for one or more "trucking" DBE work codes (25500, 25505 etc.) then: • ACTUAL UDBE AMOUNT = Actual contract amount for the transportation services provided by the UDBE firm and any UDBE lessees. ELIGIBLE UDBE TRUCKING AMOUNT = I (ACTUAL UDBE AMOUNT) — (Any non-UDBE lessee amounts in this contract)` J ` For work done on this UDBE contract with non-UDBE lessees, credit toward the project UDBE goal is given only for the broker fees or commissions the UDBE trucker receives for arranging the transportations services, because the services themselves are being performed by non-UDBEs. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE TRUCKING AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http://www.dot.state. co.us/app_ucp/ PART 1 b -SUBCONTRACT '� n ` non 1 • ELIGIBLE UDBE SUBCONTRACT AMOUNT= (Actual UDBE contract amount) (Any=nonr- DBE11owe r amounts in this contract) " Work that a UDBE subcontracts to a lower tier non-UDBE firm does not count toward a project UDBE goal 1-1 NAME OF UDBE FIRM CERTIFICATION # EXPIRATION'DATE VELIG/BLE UDBE SUBCONTRACT AMOUNT t /�O $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED;FOR�� Complete list of work codes is at http://www.dot. state\co us/app ucp/ � PART lc- SUPPLY CONTRACTNVY If the supplier is a UDBE with a Type "field of ,!Man`ufacturer for the item(s): t Y N 'N wz - \ ' .� • ELIGIBLE UDBt�SUPPLYAMOUNT (Actual UDBE contract amount) X 100% If the supplier is a WDBE with Typeb field of "Regular Dealer I for the item(s): VAII • ELIGIBLE UDBE SUPPLYAMOUNT = [ (Actual UDBE contract amount) X 60% _ A,_; NOTE: If the supplier islaDBE with a "Type" field of "Broker" for the item(s) use PART 'Id —BROKER/ SERVICE CONTRACT. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SUPPLY AMOUNT I / $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http://wwwdot. state. co.us/app_ucp/ PART I - BROKER / SERVICE CONTRACT If purchasing materials or supplies through a UDBE with a "Type" field of "Broker", count only the amount of brokerage commission and/or delivery service fees included in the contract. Other examples of services to include in this section are bonding, brokering, consulting, security guards, and insurance etc. • ELIGIBLE UDBE SERVICE FEE AMOUNT = Actual compensation retained by the UDBE broker/agent for services rendered* " The amounts that count toward UDBE goals are limited to the compensation retained by the UDBE broker/agent for services rendered, provided the fee/commission is determined by COOT to be reasonable and not excessive as compared with fees customarily charged for similar services. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SERVICE FEE AMOUNT / / $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http:/Avww.dot. state. co.us/app_ucp/ Original — Business Programs Office Previous editions may not be used CDOT Form 715 — Page 1 of 2 1106 PART 2 — UDBE PARTICIPATION SUMMARY A) What is the total dollar value of this proposed trucking, subcontract, supply, OR broker/service contract that is eligible for counting toward contract goals? A = [ TOTAL FROM "ELIGIBLE" COLUMNS IN PART 1 ] A> $ NOTE: Provide in actual subcontractor dollars and not prime contract prices. B) What is the total dollar value of proposed subcontracts that are eligible for counting towards B> $ contract goals from prior sheets/forms? C) What is the accumulative value of proposed subcontracts that are eligible for counting towards contract goals? C> $ C=[A + B] D) What is the original contract bid total? D> $ E) What is the accumulative percent of contract bid total subcontracted to all underutilized DBEs? PART 3 — UDBE CONFIRMATION "A V 6ht- I �1 ,cb rhibn I confirm that my company is participating in this contract as documented in the PrimeContractor's commitments) in PART 1 of this form. Only the value of the work that my company is actually performing tsI lbe9 counteti:omthls form. UDBE Firm Name: UDBE Representative Signature and Title: PART 4 — PRIME CO I certify that: • my company has met the contracted UDB�goals;%Phas submitted a completed CDOT Form #718. • my company has acccep,a proposal from;the UDBE named above. • my company has notifiedit etproposed_tJDBE of the contracted UDBE commitment. • my company,h s enstSred�that t — proposed UDBE has signed PART 3 of this form. e t ei c • my company s se of _ - proposed UDBE for the items of work listed above is a condition of the contract award. • my company{wilhrjviteahe-proposed UDBE to attend the preconstruction conference. my compa"nywlll not use a substitute UDBE for the proposed UDBE's failure to perform under a fully executed subcontract, unless my company complies with the definitions and requirements section of the DBE Special Provisions. • 1 understand that failure to comply with the information shown on this form will be considered grounds for contract termination. I declare under penalty of perjury in the second degree, and any other applicable state or federal laws, that the statements made on this document are true and complete to the best of my knowledae. Prime Contractor Name: Officer Signature and Title: FORM INSTRUCTIONS Prime Contractor: 1. An officer of the contractor(s) must complete this form. 2. Include only DBE firms which meet the underutilized criteria in the contract goal specification for this project (i.e., UDBE firms). 3. Complete only relevant section(s) for PART 1. 4. Ensure that the proposed UDBE has signed PART 3 of this form. 5. Complete ALL sections of PART 2 and PART 4. 6. Submit a separate CDOT Form #715 for EACH proposed UDBE. Date: 7. Retain a photocopy for your records. 8. Send original to: Colorado Department of Transportation Business Programs Office 4201 E. Arkansas Ave. Denver, Colorado 80222 FAX: (303) 757-9019 may not be used CDOT Form COLORADO DEPARTMENT OF TRANSPORTATION Project No.: Project Code (SA#): UNDERUTILIZED DBE (UDBE) GOOD FAITH Location: EFFORT DOCUMENTATION Date: No. Of Sheets Attached To Form: The Contractor who is the apparent low bidder on a CDOT construction project, and has failed to meet the Underutilized DBE (UDBE) contract goal, shall use this form to document all good faith efforts that were made prior to bid opening by said Contractor to meet the goal. FAILURE TO FULLY / CLEARLY COMPLETE THIS FORM MAY RESULT IN REJECTION OF THE BID. Each portion of this form is to be addressed in the space provided, or on supplemental sheets that follow the same tabular structure and format outlined below. Attach supporting documentation as required by COOT. This completed form and required attachments are to be submitted to the Business Programs Office in the Center for Equal Opportunity prior to 4:00 p.m. on the day after the day bids are opened. This form may be submitted by FAX (303-757-9019) with an original copy to follow. An extension may be granted by the DBE Liaison. Only the efforts the Contractor made prior to bid opening will count as Good Faith Efforts consistent with the instructions on CDOT Form #714. I. Complete the following table to document sufficient bid items identified as subcontract work to be performed by UDBEs to achieve the contract goal. This includes, where appropriate, breaking out contract work items into economically feasibly units to facilitate DBE participation, even when the Contractor might otherwise prefer to perform these work items with its own forces. The total percentage of subcontract items identified for UDBE participation must equal or exceed the percentage UDBE goal set by CDOT. DBE Work Code DBE Work Code Closest Matching Actual % Amount DBE DIRECTORY WORK CODES From DBE Directory Description CDOT Bid Item # Of Final Contract The DBE Directory can be found online at: http://www.dot.state.co.uslapp_ucp/ • DBE work codes are 5 digit numbers where the 1st digit corresponds to the overall section the code belongs to • The 1st 3 digits of a DBE work code identity its category • DBE work codes ending in '00" represent certification for the entire work code category • DBE work codes NOT ending in "00" represent certification in a specific sub -category only UDBE CONTRACT GOAL %: TOTAL CONTRACT %: It. Complete the following table to summarize all outreach efforts made to UDBE firms. For each subcontract item identified, contact by mail, fax, phone and/or email 100% of the Colorado certified UDBEs whose DBE work codes match the type of work being solicited and who are marked as "CDOT GFE Eligible" on the DBE Directory. The Contractor shall ensure that initial solicitations allow UDBEs at least 10 calendar days to participate effectively in the bidding process. In order to determine with certainty which UDBEs are interested, the Contractor is also required to take appropriate steps to follow-up initial solicitations (e.g., regional follow-up phone calls etc.). If soliciting by telephone, attach a summary telephone log of calls, including topic of discussion, date, time, name of person contacted, and the response received. If soliciting by mail, fax, and/or email, attach one example copy of the letter, fax, and/or email sent to UDBEs along with a summary log that documents all dates and responses received. Letters, faxes and/or entails must specifically identity the project, the items to be subcontracted, and the bid date. Letters, faxes and/or emails must also provide an address and phone number where specific quantities or details will be available to bidders. DBE Work Code DBE Work Code # Of UDBEs # Of UDBEs % Of UDBEs D BE DIRECTORY UPDATES From DBE Directory Description Contacted "Eligible" Contacted Go to http://www.dot.state.co.us/app_ucp/ and use the "Directory Updates" button on the DBE Directory to submit any of the following documented updates on UDBE firms: • Contact information changes (e.g., phone and address etc.) • "COOT GFE Eligibility" status changes (e.g., UDBE firm says they don't want to be contacted via GFE solicitations etc.) Note: In order to verify all updates submitted, CDOT may request additional information from contractors and/or UDBE firms before posting requested changes to the Directory. Original - Business Programs Office THIS FORM IS CONFIDENTIAL - Previous editions may not be used CDOT Form 718 - Page 1 of 2 1/06 III. Complete the following table to show all subcontract bids received (non-UDBE and UDBE), bid dollar amounts for each bid item, and the name of the successful bidder. Where bundled subcontract bids were received, break out quotes per bid item number. If the UDBE bids were rejected, give reasons for each case. If the work is to be counted as a potential UDBE subcontract item, the Contractor cannot elect to perform that work itself when a UDBE bid is competitive or only UDBE bids are received. Cost alone may not be adequate justification for failure to use a UDBE bid. When a non-UDBE bid is significantly lower than a UDBE bid, the Contractor may choose to perform the item itself. COOT will determine whether a subcontractor's bid is "competitive" based on factors such as the percentage and dollar difference between quote(s), and/or the percentage the quote(s) represents of the overall contract. CDOT Bid Item # Break Out Bundled Quotes ( ) Closest DBE Work Code Bid Item Description Subcontractor Name (Place an next to firm being used) Actual Bid It item Quote Price UDBE Firm? % Difference On Items That UDBE Firms Bid Li Ll El 11 Ll Li Li I Ll Ll LJ Li IV. The efforts required herein are not exhaustive or exclusive. Other factors or types of efforts may be relevant in appropriate cases. In determining whether Good Faith Efforts have been made, the quantity and quality of the efforts made as well as kinds of efforts made may be considered. List any additional efforts to increase UDBE contract participation, such as assisting UDBEs in obtaining bonding/insurance/lines of credit, effectively using the services of community organizations/publications, and/or requesting subcontractors to assist with providing UDBE participation. Report the results of such efforts. Note: Advertising in a publication with low UDBE subscription rates will not be considered as quality efforts by CDOT. THE CONTRACTOR UNDERSTANDS THAT DEMONSTRATION OF GOOD FAITH EFFORTS IN ACHIEVING THE UDBE GOALS ESTABLISHED BY COOT IS REQUIRED THROUGHOUT THE PERFORMANCE OF THE CONTRACT. Company Name: Phone: Fax: Title: Printed Name: Signature: Original - Business Programs Office THIS FORM IS CONFIDENTIAL - Previous editions may not be used CDOT Form 718 - Page 2 of 2 1/06 -1- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION Decision Nos. CO20100014 and CO20100015 dated March 12, Modifications ID 2010 supersedes Decision Nos. C0020080014 and C0020080015 MOD Number Date Page Number(s) dated February 08, 2008. 1 05-07-10 1,2 2 06-04-10 1, 5 1 2 When work within a project is located in two or more counties and the minimum wages and fringe benefits are different for one or more 3 08-06-10 1,5 3 job classifications, the higher minimum wages and fringe benefits 4 10-08-10 1 4 shall apply throughout the project. 5 10-29-10 5 5 General Decision No. CO20100014 applies to the following counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo, and Weld counties. General Decision No. CO20100014 The wage and fringe benefits listed below reflect collectflivety bar ained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod ELECTRICIANS: 1200 Electrical work $150,000 or less (Pueblo county) 22.85 10.79 1201 Electrical work over $150,000 (Pueblo county) 27.00 10.91 1202 Electricians (Adams, Arapahoe, Boulder, Broomfield, Denver, 31.60 12.32 4 Douglas, Jefferson, Latimer, and Weld counties) 1203 Electricians (El Paso county) 28.80 13.10 + 3% 1204 Electricians (Mesa county) 20.31 8.92 1205 Traffic Signal Installer (Zone 1) 23.83 4.75 + 13.75% 1206 Traffic Signal Installer (Zone 2) 26.83 4.75 + 13.75% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo -1-25 & Highway 50 Zone 2 - All work outside these areas. POWER EQUIPMENT OPERATORS: 1300 Asphalt Screed 23.67 9.22 1301 Bituminous or Asphalt Spreader/Laydown Machine 23.67 9.22 1302 Bulldozer 23.67 9.22 -2- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS (cont.): Crane: 1305 50 tons and under 23.82 9.22 1306 51 to 90 tons 23.97 9.22 1307 91 to 140 tons 24.12 9.22 1308 141 tons and over 24.88 9.22 Drill Operator: 1309 William MF/Watson 2500 only 23.97 9.22 Grader/Blade: 1310 Rough 23.67 9.22 1311 Finish 23.97 9.22 Loader: 1312 Barber Green, etc., 6 cubic yards and under 23.67 9.22 1313 Over 6 cubic yards 23.82 9.22 Mechanic and/or Welder (Includes heavy duty and combination mechanic and welder): 1314 Mechanic and/or Welder 26.12 9.22 1 1315 Mechanic/Welder (Heavy duty) 23.97 9.22 1316 Oiler 22.97 9.22 Power Broom: 1317 Under 70 HP 22.97 9.22 1318 70 HP and over 23.67 9.22 Roller (excluding dirt and soil compaction): 1319 Self-propelled, rubber tires under 5 tons 23.32 9.22 1320 Self-propelled, all types over 5 tons 23.67 9.22 Scraper: 1321 Single bowl under 40 cubic yards 23.82 9.22 1322 Single bowl including pups 40 cubic yards and tandem bowls 23.97 9.22 and over 1323 Trackhoe 23.82 9.22 -3- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: Asphalt Laborer/Raker, Common Laborer, 1400 and Concrete Laborer/Mason Tender 18.68 6.78 General Decision No. CO20100014 The wage and fringe benefits listed below do not reflect collectively bargained rates. 1500 Bricklayers 15.55 2.85 Carpenters: 1600 Form Work (Excluding curbs and gutters) 16.54 3.90 1601 All other work 16.61 3.88 1700 Concrete Finishers/Cement Masons 16.05 3.00 Ironworkers: 1900 Reinforcing 16.69 5.45 1901 Bridge Rail (Excludes guardrail) 18.22 6.01 Laborers: 2001 Fence Erector (Includes fencing on bridges) 13.02 3.20 2002 Form Work (Curbs and gutters only) 11.85 3.45 2003 Guardrail Erector (Excludes bridgerail) 12.89 3.20 2004 Landscape and Irrigation Laborer 12.26 3.16 2005 Pipelayer 13.55 2.41 2006 Striping Laborer (Pre -form layout and removal of pavement 12.62 3.21 markings) 2007 Traffic Director/Flagger 9.55 3.05 2008 Traffic and Sign Laborer (Sets up barricades and cones, 12.43 3.22 and installs permanent signs) PAINTERS 2100 Brush 16.94 2.10 2101 Spray 16.99 2.87 POWER EQUIPMENT OPERATORS: 2200 Backhoes 16.54 4.24 2201 Bobcat/Skid Loader 15.37 4.28 2202 1 Concrete Pump Operator 16.52 4.30 4- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100014 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS (cont.): Drill Operator: 2203 All except William MF/Watson 2500 16.74 2.66 2204 Forklift 15.91 4.09 2205 Rotomill Operator 16.22 4.41 2206 Post Driver/Punch Machine 16.07 4.41 2207 Tractor 13.13 2.95 2208 Compactor (Dirt and soil only) 16.70 3.30 Groundman (Traffic signalization) 2301 Class C 11.44 3.25 Truck Drivers: 2400 Floats -Semi Truck 14.86 3.08 2401 Multipurpose Truck - Specialty & Hoisting 14.35 3.49 2402 Truck Mechanic 16.91 3.01 2403 Pickup Truck (Includes Pilot and Sign/Barricade Truck) 13.93 3.68 2405 Single Axle Truck 14.24 3.77 2406 Distributor Truck 15.80 5.27 2407 Dump Truck: 2408 14 cubic yards and under 14.93 5.27 2409 15 to 29 cubic yards 15.27 5.27 2410 30 to 79 cubic yards 15.80 5.27 2411 80 cubic yards and over 16.45 5.27 2412 Low Boy Truck 17.25 5.27 2413 1 Water Truck 14.93 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses [29 CFR 5.5(a) (1) (ii)]. END OF GENERAL DECISION NUMBER CO20100014. 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: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 7 -5- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100015 applies to the following counties: Alamosa, Archuleta, Baca, Bent, Chaffee, Cheyenne, Clear Creek, Conejos, Costilla, Crowley, Custer, Delta, Dolores, Eagle, Elbert, Fremont, Garfield, Gilpin, Grand, Gunnison, Hinsdale, Huerfano, Jackson, Kiowa, Kit Carson, La Plata, Lake, Las Animas, Lincoln, Logan, Mineral, Moffat, Montezuma, Montrose, Morgan, Otero, Ouray, Park, Phillips, Pitkin, Prowers, Rio Blanco, Rio Grande, Routt, Saguache, San Juan, San Miguel, Sedgwick, Summit, Teller, Washington, and Yuma counties. When work within a project is located in two or more counties, and the minimum wages and fringe benefits are different for one or more job classifications, the higher minimum wages and fringe benefits shall apply throughout the project. General Decision No. CO20100015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod ELECTRICIANS: (Including traffic signal installation) Electrical work $150,000 or less (Alamosa, Archuleta, Baca, 3200 Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, 22.85 10.79 Huerfano, Kiowa, Las Animas, Mineral, Otero, Prowers, Rio Grande, and Saguache counties) Electrical work over $150,000 (Alamosa, Archuleta, Baca, 3201 Bent, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont, 27.00 10.91 Huerfano, Kiowa, Las Animas, Mineral, Otero, Prowers, Rio Grande, and Saguache counties) Electricians (Clear Creek, Eagle, Gilpin, Grand, Jackson, Lake, 3202 Logan, Morgan, Phillips, Sedgwick, Summit, Washington, 31.60 12.32 5 and Yuma counties) 3203 Electricians (Cheyenne, Elbert, Kit Carson, Lincoln, Park, 28.80 13.10+ 3% and Teller counties) Electricians (Dolores, Garfield, Gunnison, Hinsdale, La Plata, 3204 Moffat, Montezuma, Ouray, Piddn, Rio Blanco, Routt, San Juan, 28.00 9.24 and San Miguel counties) 3205 Electricians (Delta and Montrose counties) 21.31 8.92 3206 Traffic Signal Installer (Zone 1) 23.83 4.75 + 13.75% 3207 Traffic Signal Installer (Zone 2) 26.83 4.75 + 13.75% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - I-25 & Highway 50 Zone 2 - All work outside these areas. -6- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS: 3300 Bituminous or Asphalt Spreader/Laydown Machine 23.67 9.22 3301 Bulldozer 23.67 9.22 Crane: 3302 50tons and under 23.82 9.22 3303 51 to 90 tons 23.97 9.22 3304 91 to 140 tons 24.12 9.22 3305 141 tons and over 24.88 9.22 3306 Grade Checker 23.82 9.22 Loader: 3307 Barber Green, etc., 6 cubic yards and under 23.67 9.22 3308 Over 6 cubic yards 23.82 9.22 Roller (excluding dirt and soil compaction): 3309 Self-propelled, rubber tires under 5 tons 23.32 9.22 3310 Self-propelled, all types over 5 tons 23.67 9.22 3311 Trackhoe 23.82 9.22 3312 Oiler 22.97 9.22 3313 Water Wagon 23.82 9.22 General Decision No. CO20100015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Carpenters: 3600 Form Building and Setting (Excluding curbs and gutters) 15.92 5.38 3601 All other work 16.30 3.71 3700 Concrete Finishers/Cement Masons 15.55 2.85 3800 Groundman (Traffic signalization) 11.57 3.50 Ironworkers: 3900 Reinforcing 16.94 6.77 3901 Bridge Rail (Excluding guardrail) 16.76 6.01 -7- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: 4000 Asphalt Laborer/Raker 12.40 2.92 4001 Common 12.44 3.53 4002 Concrete Laborer/Mason Tender 12.44 3.10 4003 Striping -Paint Laborer (Pre -form layout and removal of 12.90 3.07 pavement markings) 4004 Traffic Director/Flagger 9.42 3.21 4005 Traffic/Sign Laborer (Sets up barricades and cones, 12.39 3.20 and installs permanent signs) 4007 Guardrail (Excludes bridgerail) 12.78 3.31 4008 Formwork (Curbs and gutters only) 12.92 4.54 4009 Landscape Laborer (Including irrigation work) 12.21 3.16 Painters: 4100 Spray 17.54 3.52 POWER EQUIPMENT OPERATORS: 4200 Asphalt Plant 17.23 1.20 4201 Asphalt Screed 16.21 3.76 4202 Backhoe 16.42 4.42 4203 Compactor (Dirt and soil only) 16.52 3.13 4204 Grader/Blade 16.39 4.20 4205 Mechanic and or Welder (Includes heavy duty and combination 16.74 4.20 mechanic welder) 4206 Post Driver/Punch Machine 16.07 4.41 4207 Rotomill Operator 16.28 4.41 4209 Scraper 17.62 3.16 -8- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Truck Drivers: 4400 Dump 14.15 3.83 4401 Low Boy 15.07 4.56 4402 Truck Mechanic 15.97 4.61 4403 Multipurpose Truck -Specialty and Hoisting 14.60 3.49 4404 Pickup (Including pilot car) 14.04 3.49 4405 Water Truck 14.88 2.07 4406 1 Distributor 15.80 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses [29 CFR 5.5(a) (1) (ii) 1. END OF GENERAL DECISION NUMBER CO20100015. -9- U.S. DEFT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 10-29-10 GENERAL DECISION NUMBERS CO20100014 AND CO20100015, HIGHWAY CONSTRUCTION WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: ♦ an existing published wage determination ♦ a survey underlying a wage determination ♦ a Wage and Hour Division letter setting forth a position on a wage determination matter ♦ a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of construction wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 4.) All Decisions of the Administrative review board are final. February 3, 2011 1 ON THE JOB TRAINING This training special provision is an implementation of 23 U.S.C. 140 (a). The Contractor shall meet the requirements of the FHWA 1273 for all apprentices and trainees. As part of the Contractor's Equal Employment Opportunity Program, training shall be provided on projects as follows: (a) General Requirements 1. The Contractor shall provide on thejob training aimed at developing full journey workers in the skilled craft identified in the approved training plan. 2. A primary objective of this specification is to train and upgrade women and minority candidates to full journey worker status. The Contractor shall make every reasonable effort to enroll and train minority and women workers. This training commitment shall not be used to discriminate against any applicant for training whether or not the applicant is a member of a protected class. 3. An employee shall not be employed or utilized as a trainee in a skilled craft in which the employee has achieved journey status. 4. The minimum length and type of training for each skilled craft shall be as established in the training program selected by the Contractor and approved by the Department and the Colorado Division of the Federal Highway Administration (FHWA), or the U. S Department of Labor (DOL), Office of Apprenticeship or recognized state apprenticeship agency. To obtain assistance or program approval contact: CDOT Center for Equal Opportunity 4201 East Arkansas Avenue Denver, CO 80222 eo@dot.state.co.us 1-800-925-3427 5. The Contractor shall pay the training program wage rates and the correct fringe benefits to each approved trainee employed on the project and enrolled in an approved program. The minimum trainee wage shall be no less than the wage for the Guardrail Laborer classification as indicated in the wage decision for the project. 6. The CDOT Regional Civil Rights Manager must approve all proposed apprentices and trainees for the participation to be counted toward the project goal and reimbursement. Approval must occur before training begins. Approval for the apprentice or trainee to begin work on a CDOT project will be based on: A. Evidence of the registration of the trainee or apprentice into the approved training program. B. The completed Form 838 for each trainee or apprentice as submitted to the Engineer. 7. Before training begins, the Contractor shall provide each trainee with a copy of the approved training program, pay scale, pension and retirement benefits, health and disability benefits, promotional opportunities, and company policies and complaint procedures. 8. Before training begins, the Contractor shall submit a copy of the approved training program and CDOT form 1337 to the Engineer. Progress payments may be withheld until this is submitted and approved and may be withheld if the approved program is not followed. 9. On a monthly basis, the Contractor shall provide to the Engineer a completed On the Job Training Progress Report (Form 832) for each approved trainee or apprentice on the project. The Form 832 will be reviewed and approved by the Engineer before reimbursement will be made. The Contractor will be reimbursed for no more than the OJT Force Account budget. The Engineer may increase the force account budget and the number of reimbursable training hours through a Change Order. February 3, 2011 2 ON THE JOB TRAINING 10. Upon completion of training, transfer to another project, termination of the trainee or notification of final acceptance of the project, the Contractor shall submit to the Engineer a "final" completed Form 832 for each approved apprentice or trainee. 11. All forms referred to are available from the CDOT Center for Equal Opportunity, through the CDOT Regional Civil Rights Manager, or on CDOT's website at http://www.dot.state.co.us/Bidding/BidForms.htm. 12. Forms 838 and 832 shall be completed in full by the Contractor. Reimbursement for training is based on the number of hours of on the job training documented on the Form 832 approved by the Engineer. The Contractor shall explain discrepancies between the hours documented on Form 832 and the corresponding certified payrolls. 13. Failure to provide the required training will result in the following damages: The Region Civil Rights Manager will determine the damages to be assessed. The damages will be defined as the sum representing the number of training hours specified in the Contract, minus the number of training hours worked as certified on Form 832, multiplied by the journey worker hourly wages plus fringe benefits [(hours specified —hours actually worked) x Journeyman's rate(base hourly + fringe benefits) = Damages Assessed. Wage rate may be determined by averaging the wages for the crafts listed on Form 1337. The Engineer will provide the Contractor with a written notice at Final Acceptance of the project informing the Contractor of the noncompliance with this specification which will include a calculation of the damages to be assessed. (b) Standard Training Program If the Contractor is participating in the Standard Training Program, the training shall be provided according to the following in addition to the general requirements outlined above in part (a): 2. Contractors participating in the Standard Program at the beginning of the contract must remain in that program for the duration of the project. Contractors may transfer to the Colorado Training Program with Region Civil Rights Manager approval if there is a demonstrated increase in training hours or training opportunity for the trainee. The OJT goal (# of training hours required) for the project will be included in the Project Special Provisions and will be determined by the Regional Civil Rights Manager after considering: A. Availability of minorities, women, and disadvantaged for training; B. The potential for effective training; C. Duration of the Contract; D. Dollar value of the Contract; E. Total normal work force that the average bidder could be expected to use; F. Geographic location; G. Type of work; and H. The need for additional journey workers in the area I. The general guidelines for minimum total training hours are as follows: February 3, 2011 3 ON THE JOB TRAINING Contract dollar value _ Minimum total training hours to be provided on the project Up to 1 million 0 >1 - 2 million 320 >2 - 4 million 640 >4 - 6 million 1280 >6 - 8 million 1600 >8 - 12 million 1920 >12 - 16 million 2240 >16 - 20 million 2560 For each increment of $5 million, over $20 million 1280 3. The number of training hours for the trainees to be employed on the project shall be as shown in the Contract. The trainees or apprentices employed under the Contract shall be registered with the Department using Form 838, and must be approved by the Regional Civil Rights Manager before training begins for the participation to be counted toward the OJT project goal. 4. Subcontractor trainees who are enrolled in an approved Program may be used by the Contractor to satisfy the requirements of this specification. 5. The Contractor will be reimbursed 80 cents per hour worked for each apprentice or trainee whose participation toward the OJT project goal has been approved. 6. The Contractor shall have fulfilled its responsibilities under this specification if the CDOT Regional Civil Rights Manager has determined that it has provided acceptable number of training hours. (c) Colorado Training Program. The training shall be provided in accordance with the approved Colorado Training Program in addition to the general requirements outlined in part (a) above when applicable. 1. The Contractor must meet the requirements of the Colorado Program throughout the duration of the contract and will be exempt from the required Project Goal (required training hours). If the Contractor places an apprentice on a CDOT project and does not meet the requirements of the Colorado Training Program, then the Contractor will be reimbursed in accordance with the Standard Training Program as described in (b) of this special provision. 2. The minimum required number of trainees to be employed by the Contractor shall be as shown in the Contractor's approved Colorado Training Program. One apprentice is required for every four million dollars of contract work with the Department based on a three year average. CDOT will determine the required number of apprentices upon approval of the Colorado Program. 3. The Contractor will be reimbursed $4.80 per hour worked for each approved apprentice and will pay the Sponsor $4.00 per hour worked on a CDOT project. The contractor will receive credit for their trainees whether they work on a CDOT or a non-CDOT project, however, they will be reimbursed by CDOT only for hours worked on CDOT projects. February 3, 2011 ON THE JOB TRAINING 4. The Contractor shall comply with the requirements in their approved Colorado Training Program. The Contractor will require the Sponsor to provide a monthly report to the Regional Civil Rights Manager and Center for Equal Opportunity that provides information regarding trainee progress to ensure that the Contractor is in compliance with the approved Colorado Training Program. a. Name b. Occupation c. Training period completed d. Status( active, graduated, terminated) February 3, 2011 PARTNERING PROGRAM The Colorado Department of Transportation actively encourages partnering and invites the Contractor and his subcontractors and suppliers to participate in a voluntary partnering agreement for this project. The following information summarizes the partnering process. More information is available through the Resident Engineer listed in the project special provisions. This partnership will be structured to draw on the strengths of each organization to identify and achieve mutual goals. The objectives are effective and efficient Contract performance with reciprocal cooperation, and completion within budget, on schedule, and in accordance with the Contract. This partnership will be bilateral in make-up and all costs associated with this partnership will be agreed to by both parties and will be shared equally. The Contractor shall assume full responsibility for all costs associated with partnering during the implementation of the partnering process. CDOT will reimburse the Contractor for the agreed amount. The CDOT Program Engineer or the Resident Engineer will contact the Contractor within ten days after the award of this project to ask if the Contractor wants to implement this partnership initiative. If the Contractor agrees, the Contractor's on -site project manager shall meet with CDOT's Resident Engineer to plan a partnering development and team building workshop. At this planning session, arrangements shall be made to determine the facilitator and the workshop, attendees, agenda, duration, and location. The workshop shall be held prior to the commencement of any major work item and preferably before the preconstruction conference. The following persons shall attend the workshop: CDOT's Resident Engineer, Project Engineer, and key project personnel; the Contractor's on -site project manager and key project supervision personnel; and the subcontractors' key project supervision personnel. The following personnel shall also be invited to attend as needed: project design engineer, key local government personnel, suppliers, design consultants, CDOT maintenance foreman, CDOT environmental manager, key railroad personnel, and key utility personnel. The Contractor and CDOT shall also have Regional or District managers and Corporate or State level managers on the partnering team. Follow-up workshops may be held periodically throughout the duration of the Contract as agreed by the Contractor and the Engineer at the initial workshop. A closeout workshop shall be held to evaluate the effectiveness of the partnership. The establishment of a partnership charter, which identifies the workshop participants' mutual goals on the project, will not change the legal relationship of the parties to the Contract or relieve either party from any terms of the Contract. SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev10/20/07 Section 00410 Page 1 February 3, 2011 RAILROAD INSURANCE The Contractor shall carry insurance of the following kinds and amounts: A. CONTRACTOR'S PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE The Contractor shall furnish evidence to the Department that with respect to the operations the Contractor performs, the Contractor carries Contractor's Public Liability Insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for all damages arising out of bodily injuries to or death of one person and subject to that limit for each person, a total limit of Two Million Dollars ($2,000,000.00) for all damages arising out of bodily injuries to or death of two or more persons in any one occurrence; and Contractor's Property Damage Liability Insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for all damages arising out of injury to or destruction of property in any one occurrence and subject to that limit per occurrence, a total (or aggregate) limit of Two Million Dollars ($2,000,000.00) for all damages arising out of injury to or destruction of property during the policy period. If any part of the work affecting railroad property or facilities is sublet, similar insurance shall be provided by or in behalf of the subcontractor(s) involved. B. CONTRACTOR'S PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE. The Contractor shall furnish evidence to the Department that with respect to the operations performed for the Contractor by subcontractors, the Contractor carries in its own behalf Contractor's Protective Public Liability Insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for all damages arising out of bodily injuries to or death of one person and subject to that limit for each person a total limit of Two Million Dollars ($2,000,000.00) for all damages arising out of bodily injuries to or death of two or more persons in any one occurrence; and Contractor's Protective Property Damage Liability Insurance providing for a limit of not less than One Million Dollars ($1,000,000.00) for all damages arising out of injury to or destruction of property in any one occurrence, and subject to that limit per occurrence, a total (or aggregate) limit of Two Million Dollars ($2,000,000.00) for all damages arising out of injury to or destruction of property during the policy period. C. RAILROAD'S PROTECTIVE LIABILITY AND PROPERTY DAMAGE INSURANCE. In addition to the above, the Contractor shall furnish evidence to the Department that with respect to the operations the Contractor or any of its subcontractors perform, the Contractor has provided for and in behalf of the Railroad Company, and each Railroad Company when more than one is involved, Railroad Protective Public Liability and Property Damage Insurance providing for a combined single limit of Two Million Dollars ($2,000,000.00) per occurrence with an aggregate limit of six Million Dollars ($6,000,000.00) applying separately for each annual period for: 1. All damages arising out of bodily injuries to or death of one or more persons. 2. All damages arising out of injury to or destruction of property. 1t>lelZI011:111.7_LI Said policy or policies of insurance shall be deemed to comply with the requirements of this Special Provision if each of said policies contains a properly completed and executed "Railroad Protective Liability Form", reference copies of which are available from the Agreements Engineer of the Colorado Department of Transportation, 4201 East Arkansas Avenue, Denver, Colorado 80222. Certificates of insurance required under A. and B. above, and policy or policies of Insurance required under C. above shall be furnished to the Department's Agreements Engineer for transmittal to the Railroad Company's Insurance Department. The insurance hereinbefore specified shall be carried until all work required to be performed under the terms of the Contract is satisfactorily completed as evidenced by the formal acceptance of the Department. The Railroad Company shall be furnished with the original of each policy carried in its behalf. February 3, 2011 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Attached is Form FHWA 1273 titled Required Contract Provisions Federal -Aid Construction Contracts. As described in Section I. General, the provisions of Form FHWA 1273 apply to all work performed under the Contract and are to be included in all subcontracts with the following modification: The weekly payrolls submitted by contractors and subcontractors in accordance with Part V., paragraph 2c shall not include full social security numbers and home addresses. Instead, the payrolls shall only need to include an individually identifying number for each employee (e.g. the last four digits of the employee's social security number). Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them to the SHA upon request. February 3, 2011 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA-1273 Electronic version -- March 10, 1994 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 6. Selection of Labor: During the performance of this contract, Page the contractor shall not: I. General.........................................................1 If. Nondiscrimination............................................1 III. Nonsegrated Facilities......................................3 IV. Payment of Predetermined Minimum Wage .......... 3 V. Statements and Payrolls...................................6 VI. Record of Materials, Supplies, and Labor.............6 VII. GeneralSubletting or Assigning the Contract ......... 7 Vill. Safety: Accident Prevention...............................7 IX. False Statements Concerning Highway Projects. ..7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act................................8 XI. Certification Regarding Debarment, Suspension...... Ineligibility, and Voluntary Exclusion..................8 XII. Certification Regarding Use of Contract Funds for... Lobbying......................................................9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor s own organization and with the assistance of workers under the contractors immediate superin- tendence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor s employees or their representatives. a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. II. NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 1. Equal Employment Opportunity: Equal employment opportu- nity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, execu- tive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor s project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et sec.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obligations and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor s staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractors EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not 3 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS less often than once every six months, at which time the contract- ors EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor s EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractors procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractors EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractors EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractors compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employ- ee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimi- nation. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination February 3, 2011 may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such com- plaints, and will take appropriate corrective action within a reason- able time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractors work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of appren- ticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance require- ments for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor s association acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable Flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcon- tractor compliance with their EEO obligations. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reason- able times and places for inspection by authorized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. J. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on -the - job training is being required by special provision, the contractor will be required to collect and report training data. 111. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) February 3, 2011 a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agree- ment or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establish- ments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account [except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provi- sions of Section IV, paragraph 31b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS determination for the classification of work actually performed, without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employers payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorpo- rated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Stan- dards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. d. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30- day period that additional time is necessary e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional February 3, 2011 classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secre- tary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2)- The allowable ratio of apprentices to journeyman -level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any appren- tice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (ex- pressed in percentages of the journeyman -level hourly rate) specified in the contractors or subcontractors registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the apprentices level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: (1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evi- denced by formal certification by the DOL, Employment and Training Administration. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not regis- tered and participating in a training plan approved by the Employ- ment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classifica- tion of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance proce- dure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved definition, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the require- ments of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will February 3, 2011 be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in para- graph 8 above. V. STATEMENTS AND PAYROLLS 7 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appala- chian contracts, the payroll records shall contain a notation indicat- ing whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any taborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, para- graphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029- 005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcon- tractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow- ing: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; February 3, 2011 (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. I. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspec- tion, copying, or transcription by authorized representatives of the SHA, the FHWA, or the DOL, and shall permit such repre- sentatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1b relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractors option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percent- age if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractors own organiza- tion (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract require- ments, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineer- ing services) as the SHA contracting officer determines is neces- sary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Vill. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contract- ing officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall February 3, 2011 have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false represen- tation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false repre- sentation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 21, 1916, (39 Slat. 355), as amended and supple- mented; Shall be fined not more that $10,000 or imprisoned not more than 5 years or both." X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et sue., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS amended (33 U.S.C. 1251 et sec., as amended by Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such require- ments. XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transac- tions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disquali- fy such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "volun- tarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. I. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared February 3, 2011 ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certifi- cation Regarding Debarment, Suspension, Ineligibility and Volun- tary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocure- ment portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration. I. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification; and d. Have not within a 3-year period preceding this applica- tion/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned 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, 7244 Linden Street Streetscape. 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. Rev10/20/07 Section 00410 Page 2 10 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Covered Transac- tions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assis- tance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. I. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocure- ment List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. February 3, 2011 I. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influenc- ing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Con- gress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. VA Yeh and Associates, Inc. Consulting Engineers & Scientists Final Pavement Design And Geotechnical Engineering Report Linden Street at Willow Street Ft. Collins, Colorado Yeh Project No. 210-218 March 10, 2011 Prepared for. HDR Inc. 303 East 17th Avenue, Suite 700 Denver, Colorado 80203 Aft: Jason Wenger, RE Prepared by. Yeh and Associates, Inc. 5700 East Evans Avenue Denver, Colorado 80222 Phone: 303-781-9590 Fax: 303-781-9583 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 Table of Contents Paae 1.0 Project Information.............................................................................................1 1.1 Purpose and Scope of Study............................................................................ 1 2.0 Proposed Construction......................................................................................1 3.0 Geologic Conditions.......................................................................................... 2 4.0 Subsurface Exploration..................................................................................... 2 5.0 Laboratory Testing............................................................................................. 3 5.1 Soil Classification.............................................................................................. 4 5.2 Soil Corrosion and Sulfate Attack..................................................................... 4 5.3 Swell/Settlement Tests..................................................................................... 5 6.0 Traffic Loading.................................................................................................... 5 7.0 Pavement Recommendations............................................................................ 5 8.0 Asphalt Mix Recommendations........................................................................ 6 9.0 Subgrade Preparation........................................................................................ 6 10.0 Drainage..............................................................................................................7 11.0 Limitations.......................................................................................................... 7 Figures No. ProjectLocation.............................................................................................................. 1 Tables No. Existing Pavement and Base Course Thickness............................................................. 1 HMA Pavement Design Parameters................................................................................ 2 Minimum Recommended HMA Pavement Thickness..................................................... 3 Appendix BoringLogs.....................................................................................................................A Laboratory Test Results.................................................................................................. B TrafficLoading................................................................................................................0 Pavement Design Calculations.......................................................................................D Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 1.0 Project Information 1.1 Purpose and Scope of Study This report documents the results of the geotechnical investigation and pavement design recommendations for improvements on Linden Street / Willow Street intersection in Ft. Collin, Colorado. The scope of work for this study included exploring the subsurface conditions by advancing three exploratory borings near the intersection, conducting laboratory testing on representative soil samples obtained from the subsurface explorations and determining the minimum required pavement thickness. A full depth hot mix asphalt (HMA) pavement section and a composite pavement section using HMA and aggregate base course (ABC) to address the future traffic loading are presented. 2.0 Proposed Construction It is our understanding that the existing Linden Street pavement will be widened and reconstructed to accommodate parking and a new alignment. Figure 1 presents a photograph of the project location showing the Linden Street / Willow Street intersection and th- - - - - -I--- - - - - Figure 1 - Project Location Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 3.0 Geologic Conditions The geology of the site was studied by reviewing relevant geologic maps. The general geology is based upon our review and our experience in the general area. In general, the site is located east of the mountains in the alluvial area of the Cache la Poudre River basin. The area is generally overlain by windblown alluvial sand containing various amounts of silt and clay covering alluvial sandy material with gravel and cobbles. 4.0 Subsurface Exploration Two borings were taken along Linden Street east of Willow, and one boring was taken at the intersection at Willow Street on January 17, 2011. The exploratory borings were advanced to a depth of 10 feet at each location. The exploratory borings were drilled by using a truck -mounted CME-75 drill rig. All test holes were advanced using 6-inch outside diameter, solid stem continuous -flight augers to a depth of 10 feet. Bulk soil samples were taken from below the pavement section to a depth of approximately 5 feet and penetration tests (PT) were obtained at depths of 5 feet and 10 feet. Groundwater was not encountered in the borings during our investigation; however, variations in groundwater levels can occur due to precipitation events, construction and site grading, local landscape irrigation practices, and changes in surface and subsurface drainage characteristics of the surrounding areas. To perform the PT, a 2-inch inside diameter California spoon sampler was seated at the bottom of the bore hole, then driven up to 12 inches with blows of an automatic standard hammer weighing 140 pounds and falling a distance of 30 inches. The number of blows (blow count) required to drive the sampler 12 inches or a fraction thereof, constitutes the PT. The PT is similar to the standard penetration test described in ASTM Designation D1586. The PT, when properly evaluated, is an index to the consistency or relative density of the material tested. For the soils on this project, the blow counts varied from 11 to 34 indicating a stiff to very stiff sand at the 5 foot level, and at the 10 foot level; the material (sand or sandstone) was hard to very hard. The 2 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 boring locations and complete results are shown on the engineering geology sheet and boring logs in Appendix A. Existing pavement and primarily fill soils were encountered during drilling. Asphalt pavement, base course, sandy clay or silty sand over sand was encountered in the Linden Street borings (YA-1 and YA-2). Boring No. YA-1 also encountered sandstone at a depth of 7 feet. Boring YA-3, at the intersection on Willow Street encountered base course consisting of aggregate and recycled asphalt pavement to a depth of 5 feet below the Hot Mix Asphalt (HMA) pavement. Below this base course, sand similar to the other borings was encountered. Based on the boring information, the existing pavement on Linden Street consists of 7 to 7.5 inches of HMA over 4 to 4.5 inches of ABC on clay fill material. Table 1 shows the pavement and base thickness for each boring. Table 1 - Existing Pavement and Base Course Thickness Boring Number HMA Thickness inches ABC Thickness inches YA-1 7.0 4.0 YA-2 7.5 4.5 YA-3 7.5 54 5.0 Laboratory Testing Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were classified in accordance with AASHTO and the Unified Soil Classification System. A program of laboratory testing was developed to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions of the samples were confirmed or modified as necessary and boring logs were prepared and are presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the determination of minimum pavement thickness. Laboratory tests were performed in general accordance with the applicable local or other accepted standards, and the results are summarized below. 3 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 5.1 Soil Classification Soil classification tests consisted of Atterberg Limits determination and sieve analysis tests. Atterberg Limits tests were performed in general accordance with ASTM D4318 to determine the water contents which define the various stages of soil consistency. Sieve analyses on samples from the sites were performed in accordance with ASTM D1140. The results of both tests were then used in classifying the soil according to the AASHTO and USCS Classification Standards. The AASHTO soil classification for the bulk samples taken from below the Aggregate Base Course (ABC) to a depth of 5 feet (1 to 5 feet) were classified as A-6(1) and A-2-6(0) respectively for YA-1 and YA-2. Both samples are classified as sandy clay by the Unified Soil Classification System. These bulk samples were combined and an R-value (ASTM T199) was performed with a resulting R-value of 29. The R-value was used to calculate a Resilient Modulus (MR) of 6,629 psi using Equations 2.1 and 2.2 from the Colorado Department of Transportation (CDOT) 2011 Pavement Design Manual. This value is used as the input to the Darwin Pavement Design Pavement Design Program to represent the subgrade strength. The Darwin program follows the 1993 AASHTO Pavement Design Manual for pavement design. Complete laboratory soil test results are in Appendix B. 5.2 Soil Corrosion and Sulfate Attack Test for water-soluble sulfate, chloride, pH and resistivity were performed to evaluate the potential sulfate attack on concrete and to provide information for selection of culvert materials. The pH was 8.1 which is slightly basic, and the chloride concentration was 0.033 percent. There are no special requirements for concrete mixes or culvert selection based on the pH and chloride concentrations. The soluble sulfate concentration was 0.005%. This sulfate concentration represents a Class 0 for severity of sulfate attack on concrete, based on the CDOT project specification for Section 601 and 701 Structural Concrete. The soil resistivity was 1,041 ohm -cm. Based on the CDOT culvert selection policy, if polymer coated or aluminized Type 2 pipe is used it should have a minimum wall thickness of 0.052 inches, 18 gauge. The test report for corrosion items is presented in Appendix B. 4 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 5.3 Swell/Settlement Tests Swell/settlement tests were conducted in general accordance with ASTM D4546 with a loading of 200 psf to determine the swell or settlement potential of selected samples of the subsurface materials upon addition of water. The test results ranged from -0.4 to -0.8 percent settlement at a depth of 5 feet. In accordance with the the CDOT Pavement Design Manual, no noticeable swell or settlement problems are expected in this pavement. 6.0 Traffic Loading Present and future traffic volumes and percent trucks were provided by HDR for this section of Linden Street.. Using these traffic volumes, 20-Year design Equivalent Single Axle Loads (ESALs) were calculated for the pavement thickness designs. The calculated 20-Year Design ESALs for the HMA pavement design are 945,000 ESALs. The complete traffic loading calculations are presented in Appendix C. 7.0 Pavement Recommendations Pavement section thicknesses were calculated using the DARWin pavement design program which follows the 1993 AASHTO Pavement Design Guide, and is recommended by the 2011 CDOT Pavement Design Manual. The input parameters for the pavement design are presented in Table 2: Table 2 - HMA Pavement Design Parameters Hot Mix Asphalt Design Parameters 20-Year Design ESALs 945,000 Resilient Modulus, MR, psi 6,629 Reliability, % 90 Initial Serviceability 4.5 Overall Standard Deviation 0.44 Terminal Serviceability 2.5 HMA Str. Layer Coefficient 0.44 ABC Str. Layer Coefficient 0.11 The minimum pavement thickness recommendations using both full depth HMA and a composite section using HMA and ABC are presented in Table 3 and the design program outputs are presented in Appendix D. F Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 Table 3 - Minimum Recommended HMA Pavement Thickness Roadway Section Full Depth Composite Section HMA (inches) HMA/ABC (inches) Linden Street 8.0 6.0/8.0 We recommend the section using 6.0 inches of HMA over 8.0 inches of Class 6 Aggregate Base Course. 8.0 Asphalt Mix Recommendations Based on the cities past experience, we recommend that an asphalt mix meeting the requirements for CDOT Grading SG (100) be used for the asphalt pavement on this project. We also recommend that unmodified performance grade asphalt binder meeting the requirements for PG 58-28 be used. Each HMA lift thickness should be between 2.0 and 3.0 inches. PG 58-28 is the 98% reliability binder recommended for this area using the Long Term Pavement Performance Binder Selection program; LTPPBind. This program uses historic local weather data to specify the appropriate performance graded binder. The output from the LTPPBind program is presented in Appendix D. Aggregates for hot mix asphalt should be of uniform quality, composed of clean, hard, durable particles of crushed stone, gravel, or slag. Excess of fine material should be wasted before crushing. 9.0 Subgrade Preparation Following grading of the subgrade to the proper elevation, the exposed subgrade area should then be scarified to a depth of 12 inches, brought to near optimum moisture, and recompacted. The required percent of relative compaction and moisture content in accordance with Section 203.07 of the CDOT Standard Specifications for Road and Bridge Construction. The pavement subgrade should be proof rolled with a heavily loaded pneumatic - tired vehicle. Areas which deform more than 0.5 inch under heavy wheel loads should 0 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-21 B be removed, replaced if necessary and reworked to achieve a stable subgrade.prior to. paving. We recommend that acceptance of proof rolling and compaction tests be. performed by the representative of a Registered Professional'Engineer. 10.0 Drainage The collection and diversion of surface drainage away from paved areas is extremely important to -the satisfactory performance of pavement. Proper.design of drainage should include prevention of,ponding of water'on or immediately adjacent to pavement,areas. All landscape sprinkler heads adjacent to pavement areas should be frequently-cliecked for leaks and maintained in good working order. Over -spray. from sprinklers should be minimized.. 11.0 Limitations This report has been prepared in accordance with generally accepted engineering, geologic and geotechnical engineering practices in this area, for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from our exploratory borings and the traffic loading supplied. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, bedrock or water conditions appear to be different from those described herein, this office should be advised immediately to re-evaluation of the recommendations can be made. Respectfully Submitted: YEH AND ASSOCIATES Robert F: LaForce, P.E.N Senior Materials Manager .O�.REG/ST �QAN C/S°o Cy�•,,m 1,91.92 No: �S/nniet E� ere A. StrlcKlano,. t-.l_. Senior Project Manager IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20_, 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: Address• By: Title: ATTEST: By: (SEAL) SURETY By: Title: (SEAL) Rev10/20/07 Section 00410 Page 3 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 Appendix A- Engineering Geology Sheet and Boring Logs son umaosT IFGFND .-M E I IE �. I xl m fl a •0^-_inL rxv.ao__ xn.ao xu.ao (xn.ao xle.00 :n.w_.._—.. xle.m xn.w oxo.ao � :auao � i ( YA 3 _ ---—�It a I xk t II 1-......_..- -- -- ..... .... _�. _�-1+ .......__ .. _ _ ........-..__... ,......_._ ._....__ _... ._.._� __ .1.-.._.__. __. _.. I _ an nA x>b � 71W40 VIM tRlm ll1 2114 jIA00 21" tlhm 29M 2194 MIN tllgl I 1 r•'. ` . n Sheet Revlslon% ` Aa Constructed LINDEN_ 51 REETSCAPE__ DESIGN Pre(eet No./Code Sx x Q rig ��f1$ 1.. . it : im ,., ENGINEERING GEOLOGY lI ff:r2 n '!•f., lcl I iG l • I e ',t -s.u• 4wini xsvi a If 1F.1 Thl Nal EYNm _ 611e (.OEM Il>•ale ®O .b 1t• m tr Project: Linden Street Ft. Collins Boring: YA-1 YYEH AND ASSOCIATES, INC. GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 210-218 Date: Sheet 1 of 1 Boring Began: 1/17/2011 Completed: 1/17/2011 Total Depth: 10.3 ft Drilling Method: Solid -Stem Auger (6" O.D.) Drill Bit: Ground Elevation: 4960.0 ft Casing: Location: Drill: CME 75 Weather: Coordinates: N: 10.0 E: 1.0 Driller: Drilling Engineers Logged By: R. BarGngale Ground Water Notes: Dry during drilling Final By: R. Bartingale Depth Date Inclination: Vertical Time a Rock Soil Samples T Field Notes m a) a) E 0)o 'o Blows o Material Description P and 0— rn 0 per N � Lab Tests u� 6 in � 0.0 - 0.6 ft. ASPHALT (7 inches). MC= 4.4 % #200= 39 % 7LL= 0.6 - 0.9 ft. BASE COURSE (4 inches). 0.9 - 3.0 ft. clayey SAND FILL, brown, moist. 24 3.0 - 7.0 ft. SAND with gravel, brown, moist, PL= 13 medium dense. Pl= 11 AASHTO: A-6 (1) 12/22 34 4955 5 USCS: SC MC= 5.2 % DD= 130.1 pcf #200= 3 % 7.0 -10.3 ft. silty SANDSTONE, light brown, wr LL= NV moist, very hard. PL= NP Pl= NP AASHTO: A-1-a (0) 11/50:4" 4950 10 USCS: SP 0:4' MC= 16.7 % Bottom of Hole at 10.3 ft. DD= 100.0 pcf #200= 14 % LL= NV PL= NP Pl= NP S/C= -0.8 % AASHTO: A-2-4 (0) 4945 15 USCS: SM 4940 20 4935 25 4930 30 YYEH AND ASSOCIATES, INC. Project: Linden Street Ft. Collins Boring: YA-2 GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 210-218 Date: Sheet 1 of 1 Boring Began: 1/1712011 Completed: 1/17/2011 Total Depth: 10.5 ft Drilling Method: Solid -Stem Auger (6" O.D.) Drill Bit: Ground Elevation: 4965.0 ft Casing: Location: Drill: CME 75 Weather: Coordinates: N: 20.0 E: 2.0 Driller: Drilling Engineers Logged By: R. Bartingale Ground Water Notes: Dry during drilling Final By: R. Bartingale Depth DateTime Inclination: Vertical n Rock Soil Samples c t >, a� a d E Blows ° Field Notes > > Q) o o Material Description and . p v, > per N - Lab Tests w 6in 0.0 - 0.6 ft. ASPHALT (7.5 inches). 0.6 -1.0 ft. BASE COURSE (4.5 inches). MC= 4.1 % #200= 27 % 1.0 - 5.5 ft. clayey SAND, brown, moist, loose. LL= 29 PL= 13 P1= 16 AASHTO: A-2-6 (0) 4/7 11 4960 5 USCS: SC MC= 11.4 % 5.5 -10.5 ft. gravelly SAND with some silt, brown, moist, medium dense to dense, varying 11 pcf amounts of clay. 20 #200= 54 % # LL= 28 PL= 17 P1= 11 S/C= -0.4 % 26129 55 4955 10 ; AASHTO: A-6 (3) USCS: CL Bottom of Hole at 10.5 ft. MC= 3.2 % #200= 5 % LL= NV PL= NP PI= NP AASHTO: A-1-a 4950 15 USCS: SP-SM 4945 i 20 i i 4940 25 4935 30 YEH AND ASSOCIATES, INC. A Project: Linden Street Ft. Collins Boring: YA-3 GEOTECHNICAL ENGINEERING CONSULTANTS Project Number: 210-218 Date: Sheet 1 of 1 Boring Began: 1/17/2011 Completed: 1/1712011 Total Depth: 10.5 ft Drilling Method: Solid -Stem Auger (6" O.D.) Drill Bit: Ground Elevation: 4970.0 ft Casing: Location: Drill: CME 75 Weather: Coordinates: N: 30.0 E: 3.0 Driller: Drilling Engineers Logged By: R. Bartingale Ground Water Notes: Dry during drilling Final By: R. Bartingale Depth Date - Inclination: Vertical Time - - - - a ^ Rock Soil Samples T � C .�\.. >. ^ L ^ ° °' Field Notes m a m E Q Q Blows o Material Description p and a) V°,' p� �°' U) 'o d per N w Lab Tests W C O 6 in J t1) 0.0 -0.6 ft. ASPHALT (7.5 inches). 0.6 -5.0 ft. BASE COURSE (composed of recycled asphalt. V MC= 9.6 % DD= 130.8 pcf #200= 12 % 4/11 15 4965 5 LL= 25 5.0 -10.5 ft. sandy GRAVEL with occasional 190 cobbles to 4 inches diameter, brown, moist, PL= 16 .�: medium dense to dense. Pl= 9 AASHTO: A-2-4 (0) USCS: GC MC=3.7% 4960 10 14133 47 #200= 2 % Bottom of Hole at 10.5 ft. LL= NV PL= NP Pl= NP AASHTO: A-1-a USCS: GP 4955 15 4950 20 4945 25 4940 30 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 Appendix 13- Laboratory Test Results Project No: jM YEH & ASSOCIATES, INC Summary of Laboratory Test Results 210 - 218 Project Name: Linden at Willow in Ft Collins Date: 2/1/2011 Sam le Location Natural Moisture Content N Natural Dry Density (pcf) Gradation Atterber PH Water Soluble % % Swell (+) / ConsSulfate anon i- dation (-) Unconf. Comp. Strength sf R-VALUE CLASSIFICATION Boring NO. (ft) SamDepth T e Type Gravel > #4 (%) Sand (/°) Fines < #200 (%) LL PL PI AASHTO USCS YA-1 Bulk 4.4 — 4 57 39 24 13 11 — — — — A - 6 ( 1 ) SC YA-1 4.5-5.5 CA 5.2 130.1 42 55 3 NV NP NP — — — — — A-1-a ( 0 ) SP YA-1 9.5-10.5 CA 16.7 100.0 0 86 14 NV NP NP — — -0.8 — — A-2-4 ( 0 ) SM YA-2 Bulk 4.1 — 13 60 27 29 13 16 — — — — A-2-6 ( 0 ) SC YA-2 4.5-5.5 CA 11.4 119.6 0 46 54 28 17 11 — — -0.4 — — A - 6 ( 3 ) CL YA-2 9.5-10.5 CA 3.2 — 47 48 5 NV NP NP — — — — — A-1-a ( 0 ) SP - SM YA-3 4.5-5.5 CA 9.6 130.8 50 37 12 25 16 9 — — — — — A-2-4 ( 0 ) GC YA-3 9.5-10.5 CA 3.7 — 54 44 2 NV NP NP — — — — — A-1-a ( 0 ) GP Mixed Bulk (YA-1) and (YA-2) — — — — — — — — — — — — 29 — — Rev 2 - 8/02 Page 1 of 1 Sieve Analysis Hydrometer Analysis Sieve Opening in Inches I U.S. Standard Sieves I Size of Particles in mr 12" 6" 3" 2" 1" 3/4" 12" 3/8" 4 8 10 16 30 40 50 100 200 100 90 80 70 rn 60 c .y N N a 60 M C d U d 40 IL 30 20 10 0 Sieve Size % Passing 3" - 2 1/2" - 2" - 1 1/2" - % " 1/2" 100 99 #4 96 #10 91 #40 76 #200 39 1000 100 10 1 Particle Size (mm) 0.1 0.01 Gravel (%) 4 LL 24 Project Name: Linden at Willow in Ft. Collins VAGeotechnical Engineering Consultants Yeh & Associates, Inc. Sand (%) 57 PL 13 Sample ID: YA-1 SIEVE ANALYSIS Fines ° (/o) 39 PI 11 Sample Depth ft.: Drawn By: Checked By: Date: MA RFL 02/0"2/11 project No.: 210 - 218 Sample SC / A - 6 (1) Description: Figure No.: - Revised 04/27/2004 Sieve Analysis Hydrometer Analysis Sieve Opening in Inches U.S. Standard Sieves Size of Particles in mm 12" 6" 3" 2" 1" 3/4" 1/2" 3/8" 4 8 10 16 30 40 50 100 200 100 90 80 70 rn 60 c .y A a 50 c m u y 40 a 30 20 10 0 Sieve Size % Passing 3" 2 1�2" 2" 1 1/2" 1" - 3�4 " 100 1/2" 98 95 #4 87 #10 75 #40 53 #200 27 1000 100 10 1 Particle Size (mm) 0.1 0.01 Gravel (%) 13 LL 29 Project Name: Linden at Willow in Ft. Collins VA & Associates, Inc. Geotechnical Engineering Consultants Sand (%) 60 PL 13 Sample ID: YA-2 SIEVE ANALYSIS Fines (%) 27 PI 16 Sample Depth ft.: Drawn By: Checked By: Date: MA RFL 02/02/11 Project No.: 210 - 218 Sample SC / A - 2 - 6() 0 Descri tion: Figure No.: Revised 04/27/2004 i 8.0 6.0 e ,^ 4.0 3 2.0 :. 0.0 0 y -2.0 0 rz -4.0 O U -6.0 1I:NIDl 1111]N11 1 10 Applied Normal Pressure, ksf 100 Natural Dry Moisture Consolidation(-) SWELL / Boring Number Depth, It Density, pcf Co t nt /Swell(+), % Soil Description CONSOLIDATION %GRAPH YA - 1 9.5 - 10.5 130.9 7.2 -0.8 SM Drawn By: M.A Job No: 210 - 218 Project Name: Linden at Willow in Ft Collins Checked By: RFL YEH & ASSOCIATES, INC 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: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. Rev10/20/07 Section 00420 Page 1 i .A 8.0 6.0 4.0 2.0 -2.0 -6.0 -8.0 _L_ 0.1 WATER ADDED 1 10 Applied Normal Pressure, ksf 100 Natural Dry Moisture Consolidation(-) SWELL / Boring Number Depth, It Content, Soil Description CONSOLIDATION Density, pcf /Swell(+), % GRAPH YA - 2 4.5 - 5.5 1 130.9 7.2 1 -0.4 SM Drawn By: M.A Job No: 210 - 218 Project Name: Linden at Willow in Ft Collins Checked By: RFL YEH & ASSOCIATES, INC R-VALUE TEST REPORT 100 80 60 CU 40 20 0 fill 100 200 300 400 500 600 700 800 Exudation Pressure - psi Resistance R-Value and Expansion Pressure - AASHTO T 190 No. Compact. Pressure psi Density pcf Moist. % Expansion Pressure psf Horizontal Press. psi @ 160 psi Sample Height in. Exud. Pressure psi R Value R Value Corr. 1 350 123.2 9.2 44 108 2.45 306 29 29 2 250 122.6 10.2 22 133 2.47 194 14 14 3 350 124.4 7.9 1 131 72 2.49 779 51 51 Test Results Material Description R-value at 300 psi exudation pressure = 29 Project No.: M06.1071.000 Project:#210-218 Location: Linden at Willow in Ft. Collins Sample Number: 5547-1 Date: 2/4/2011 Tested by: H. Redzic Checked by: J. Baker, P.E. Remarks: Figure YA-1 & YA-2 R-VALUE TEST REPORT Geocal, Inc. ?k)Eq1oradp Analytical Laboratories, Ins. Report To: Sam Yu Company: Yeh & Associates, Inc. 5700 E. Evans Ave Denver CO 80222 Analytical Results TASK NO: 110201014 Bill To: Sam Yu Company: Yeh & Associates,.lnc. 5700 E. Evans Ave Denver CO 80222 Task No.: 110201014 Date Received: 2/1/11 Date Reported: 2/8/11 Client PO: Client Project: Linden at Willow 210-218 Matrix: Soil - Geotech - ■ (YA-1) + (YA-2) Sample Daterrime: Lab Number: 110201014-01 eslt Result Method., Chloride - Water Soluble 0.0330 % AASHTO T291-91 pH 8.1 units AASHTO T289-91 Resistivity 1041 ohm.cm AASHTO T288-91 Sulfate - Water Soluble 0.m % AASHTO T290-91 Abbreviations/ References: n AASHTO- American Association of Slate Highway and Transportation Officials. / 1 r f� ASTM- AmericanSocietyforTesUng,andMatenafs. /J f` r` ASA- American Society ofAgronomy. y — DIPRA - Ductile flon Pipe Research Association Handbook of Ductile Imn Plpe. (25 DATA APPROVED FOR RELEASE BY Page 1 of 240 South Main Street / Brighton, Co 80601-0507 / 303-659-2313 Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 / Fax: 303=659-2315 110201014 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 Appendix C- TrafficLoading 10 Traffic Volume Data for Linden and Willow in Ft. Collins Given: Volumes: 2030 20-Yr Growth Factor Annual Growth Factor Distribution: Passenger Cars Busses Other Single Units Semi -Tractor -Trailers Linden Street SW of Willow Street 6800 2.175 HMA PCCP 1.0396 ESAL ESAL Uniform Factor Factor 95.00% 0.003 0.003 0.00% 1.087 1.692 0.00% 0 0 2.50% 0.249 0.285 2.50% 1.087 1.692 100% 20-Year HMA Design ESALs Design Volume: 5933 AADT ESALs Two Cars 5636 123433 Lane Correction Busses 0 0 Factor Sin. Units 148 269604 0.6 Semis 148 1176945 20-Yr HMA ESALs Total 5933 1569982 941989 ESALs HMA Design ESALs = {(Present Vol + Future Vol))/2 X ESAL Factor X 365 X 20 30-Year HMA Design ESALs Design Volume: 6839 AADT ESALs Two Cars 6497 213427 Lane Correction Busses 0 0 Factor Sin. Units 171 533568 0.6 Semis 171 3167711 30-Yr PCCP ESALs Total 6839 3914706 2348824 ESALs PCCP Design ESALs = {(Present Vol + Future Vol))/2 X ESAL Factor X 365 X 30 1 210-218 4-Lane AADT 2010 given: 3128 3128 2011 Present Volume 3252 2012 3381 2013 3515 2014 3654 2015 3798 2016 3949 2017 4105 2018 4268 2019 4437 2020 4612 2021 10-Year 4795 2022 4985 2023 5182 2024 5388 2025 5601 2026 5823 2027 6053 2028 6293 2029 6542 2030 Given: 6803 6801 2031 20-Year Volume 7071 2032 7351 2033 7642 2034 7944 2035 8259 2036 8586 2037 8926 2038 9279 2039 9647 2040 10029 2041 30-Year Volume 10426 Traffic Volume Data for Linden and Willow in Ft. Collins Given: Volumes: 2030 20-Yr Growth Factor Annual Growth Factor Distribution: Passenger Cars Busses Other Single Units Semi -Tractor -Trailers Linden Street NE of Willow Street 6400 1.637 HMA PCCP 1.025 ESAL ESAL Uniform Factor Factor 95.00% 0.003 0.003 0.00% 1.087 1.692 0.00% 0 0 2.50% 0.249 0.285 2.50% 1.087 1.692 100% 20-Year HMA Design ESALs Design Volume: 5849 ESALs Cars 5556 121682 Busses 0 0 Sin. Units 146 265780 Semis 146 1160253 Total 5849 1547715 AADT Two Lane Correction Factor 0.6 20-Yr HMA ESALs 928629 ESALs HMA Design ESALs = {(Present Vol + Future Vol)}/2 X ESAL Factor X 365 X 20 30-Year HMA Design ESALs Design Volume: 6207 ESALs Cars 5897 193709 Busses 0 0 Sin. Units 155 484273 Semis 155 2875053 Total 6207 3553036 AADT Two Lane Correction Factor 0.6 30-Yr PCCP ESALs 2131821 ESALs PCCP Design ESALs = ((Present Vol + Future Vol))/2 X ESAL Factor X 365 X 30 210-218 4-Lane AADT 2010 given: 3910 3910 2011 Present Volume 4008 2012 4108 2013 4211 2014 4316 2015 4424 2016 4534 2017 4648 2018 4764 2019 4883 2020 5005 2021 10-Year 5130 2022 5259 2023 5390 2024 5525 2025 5663 2026 5804 2027 5950 2028 6098 2029 6251 2030 Given: 6401 6407 2031 20-Year Volume 6567 2032 6731 2033 6900 2034 7072 2035 7249 2036 7430 2037 7616 2038 7806 2039 8001 2040 8201 2041 30-Year Volume 8407 Page 1 of 2 From: Wenger, Jason [Jason.Wenger@hdrinc.comj Sent: Tuesday, February 01, 2011 11:22 AM To: Bob LaForce Subject: FW: Linden Street - Fort Collins Bob, Below is the information I received on traffic. Will this help? In terms of percentage of trucks, I think the 5% would cover us as truck traffic may seem high today but is anticipated to decrease with the hope of redevelopment. For the FIR, the City had us use 6" HMA over 6" ABC as that is typical for most their streets. Please let me know if this information will suffice or if you need additional info. Thanks Bob, Jason From: Seyer, John M. Sent: Monday, January 31, 2011 2:04 PM To: Wenger, Jason; Kolkman, Laycee Subject: RE: Linden Street - Fort Collins Jason — The data that we have is likely not what they like to use for pavement design, but here it is anyway: i ADT on Linden Street, northeast of Willow Street 1. Existing = 3,910 (projection based on existing TMCs and ADT southwest of Willow) 2. 2030 = 6,400 i ADT on Linden Street, southwest of Willow Street 1. Existing = 3,128 2. 2030 = 6,800 The counts provided by the City (existing volumes southwest of Willow) did not include percentage of trucks. Given that most of the traffic through this area is commuting and visitor traffic, and given that the projected land use that contributes to the 2030 projections was primarily residential and specialty retail, I'd be comfortable with a 5% heavy truck percentage assumption. I hope that this helps. John M. Seyer, PE, PTOE HDR ONE COMPANY I Many Solutions 419 Canyon Avenue, Suite 316 Fort Collins, CO 80524 Phone: 970.419.4388 x4407 I Fax: 970.419.4389 E-mail: john.seyer@hdrinc.com From: Bob LaForce [mailto:blaforce@y-ehl.net] Sent: Wednesday, January 26, 2011 10:02 AM To: Wenger, Jason Subject: RE: Linden Street - Fort Collins Jason, file://Z:\2010 Projects\210-218 Linden Street Ft Collins\Traffic\FW Linden Street - Fort Col... 2/8/2011 Page 2 of 2 Do you have any traffic information for Linden Street. I will be out the remainder of the week with Bahram in Meeker, but I will try to get you some information as soon as I can next week. Bob LaForce Robert F. LaForce, P.E. Yeh and Associates 5700 East Evans Avenue Denver, Colorado 80222 Office (303) 781-9590 FAX (303) 781-9583 blaforce eh-eng.corn file://Z:\2010 Projects\210-218 Linden Street Ft Collins\Traffic\FW Linden Street - Fort Col... 2/8/2011 Linden Street at Willow Street Ft. Collins, Colo. Yeh Project: 210-218 Appendix D- Pavement Designs 11 1993 AASHTO Pavement*Design. DARWin Pavement Design .and Analysis System' A Proprietary AASHTOWare Computer Software'Product Flexible Structural Design Module Linden At Willow in Ft. Collins '210-218 Linden Street ESALs . iMA'& ABC R='29 Flexible Structural. Design 18-kip ESALs Over -Initial Performance Period 945,000 Initial Serviceability 4.5 Terminal Serviceability 2:5 Reliability Level 90 % Overall Standard Deviation. :0!44, Roadbed Soil Resilient Modulus .61629 psi Stage Construction 7 Calculated Design Structural Number 3:48 in Specified Layer Design 'Struct Diain Coef.. Coef. Thickness Width. .Calculated Laver. Material Description, (AD Mj�i Mani u SN in 1 HMA 0.44 1• 6 12 2.64. 2 ABC 0.11 1 8 12 0.88 Total - - Kft - 3:52 Layered Thickness Design Thickness precision -Actual Stiuct Drain Spec Min Elastic Calculated ,Coef Coef. Thickness Thickness Modulus 'Width Thickness. Calculated Laver Material Description W Mi)i i in , i in si 01 in SN in 1 Full Depth IRVIA 0.44 1 - - - 7.91 3.48 Total - - - - 7.91 3.48 Page 1 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. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 19. Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time?_ IF yes, DETAIL Rev10/20/07 Section 00420 Page 2 What this Linden St in Ft. Collins - LTPP Binder Selection jk� Five Closest Weather Stations For Latitude/Longitude= r x General _-- A=9km_� Jp=15km C=28krn -lip-=42 'JE=42 km -- Station ID - CO8839 CO3005 CO2759 CO5116 CO0183 �CountyNislrict larimer larimer larimer boulder boulder YJeather3Yatioi - waterdale fort collins estes park Iongmont 2 ese allenspark 2 nn Elevation, in _ - 1481 1417 2131 1402 2356 Latdude, Longitude 40.43 ,105.2 40.58 ,105.08 40.38 ,105.52 40.17 ,105.07 40.22 ,105.53 t Last Year llata Available 1997 1997 1993 1997 1993 i I Air Temperature Mean (stq N) � Mean (StA, N) Meen (Stq N) I Mean (SYq N) Mean (mod, N y High Temperature 33.7 (13,35) (33 (17,35) 128.7 (13,29) 35 (14,35) � 27.3 (14,22) Low Temperature -26.5 (37,35) -24.6 (36,35) -28.6 (40,30) -26.7 (90,35J -29.2 (80,22) Low Temperature Drop 32.4 (73,35) 27.4 (21,35) 29.7 (28,30) 77.6 (35,35) 30.6 (99,22) Degree -Dogs > tOC - - 2772 (198,35) 2719 (146,35) 1981 (195,29) 2981 (162,35) � 1659 (213,22) PG High Low ReL High Low ReL (High Low ReL IKgh Low Rel. (High Low ReL Pavement Temperature, C 54.6 -18.4 54.2 -17.1 97.2 -20.1 56.4 -18.5 47.8 -20.3 i50%Reliablity PG - 58-22 (98,85J 58-22 (98,97) 52-22 (98,71) 58-22 (91,04) 46-22 (98,61) >50% Reliability PG 58-28 (98,98) 58-26 (98,98) 52-28 (98,98) 58-28 (91,98) 96-28 (98,89) i = 6428 (98,98) 46-34 (98,98) Parameter - FA=91an 8=15 km ', C=28 km 0=42 km :. E=42 km Sfetionm CO8839 CO3005 lCO2759 CO5116 CO0763 Eleuation,m 4858 4648 6989 9698 7727 Degree -Gays >10C 2772 2719 1981 2981 1659 Low Air Temperature, C -26.5 -24.6 -28.8 -26.7 -29.2 Low Air Temp. Std Oev 7.7 3.6 4 4 8 -input Gate _ ___ __- _ - - _ - _._. ___ _--_. --- _., Latitude, Degree 405 Lowest Yearly Air Temperature, C _27 2 -Yearry Deryee-Oeys>t0 Deg.0 yg22 Low Air Temp. Slentlartl Dev., Deg C q� J _Temperature Adjustmerrls_-__ _Traffic Adjustments for HT Traffic Speed Base FIT PO ; 52 l� J Desced RefiabiRy, % Depth of Layer, mm 0 l: ITraMc Loading Fast Slow It Up to3M. ESAL�-- � � 2.8 1�710 10 M. ESAL 7.6 10.3 it 10 to 30 M. ESAL 13.2 15.5 I(AboueJO M. ESAL--__ 15.5 17.7 PG Temperature HIGH LOW PG Temp. at 50% Reliability $1.5 -19.0 PG Temp. at Desired Reliability 53.8 -27.1 `Adjustments for Traffic _ 0 'Adjustmerds for Depth 0.0 0.0 Adryated PG Temperature 53.8 -27.1 Selected PG Binder Grade - 58 -28 Recalr cWffie PG I � Save Cancel OVERSI4Ni / MIS SAO I.1. xILxF.1Y ME, •IRO pyr,J TABULATION OF LENGTH & DESIGN DATA I SHORM, ROEUNA, WJOR UNDER sr. s1NJERK SIA 210.26W BEGIN LNTEX Sr. SIREEINJLE STA 2]0.42.2, END EAGER Sr. STREETSCME 102, is Tom 1.21.25 a ... CE PROJECT LEwrN FEE? YAES NONE. Er LENGTH) NET m21.2s .193 MASON sr LENGTH1a21,25 HIS GNP, MALOMMALM, R.Lolus of CUTE N/A WYIWu CRUDE ].5]i MINIMUM SS.O. HORIZONTAL N/A MINIMUM SS. D, VERTICAL N/A MUNUM OC. SPEED 30 YPN. 2012 DESIGN TRAFFIC GIN - se-SO TRUCKS X ACT . "to BENCHMARK SENCHWAx: 'CITY Or FORT COWM 5-CO' ON S HE TOP OF CURB At THE SENA, ROE BASE AND THE NORTHWEST CORNEROF LINDEN ST. AMID XLECRSOX ST ELE/AIwH:.9]..B} NCw 29 Iaannxul N,IVN. CITY OL LOR! COILINS GROUND WSICR PROJECT TEAM CONTACTS CONSTRUCTION PLANS FOR LINDEN STREET JEFFERSON ST. to POUDRE RIVER FORT COLLINS, COLORADO NORTHWF'ST QUARTER (NW I/4) OF SECTION TWELVE (12), TOWNSHIP SEVEN NORTH (T. /N.), RANGE SIXTY-NINE WEST (R.69W.), SIXTH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Cln OF FORT COLLINS MDR ENFWEERING, INC. cIM'ION N ASSOCIATES CONTACT'. DEAN KUMGNER, PE. CONTACT: JASON wFNGER. PE. CONTACT: DAVo ROECERER PHONE: DID) 221-6511 PHONE: (3O]) 764-1581 PHONE: (]O]) sor-,n' DESIGNIRM YEHTAND ASSOCIATES xIAiNESI�RRICAIgN CONTACT: C4CR SHERWB W N CONTACT: BOOKPE C E CONTACT: MHELLE PRERSOM RUN[. (91.) 21D-IS17 P,CHT: WD) 1.1-11. RUNo (970) 282-LBW AT lm GOVERNING AGENCIES AND UTILITY CONTACTS CONTACT; Rp4EN BUfnNGiON COHIACTE LfH xRDEpflµpE F PHONE (970) 221-6654 THOME. (970) 225-IB48 1111 COx1ACi:f NOON IALWpUC Ox MET. BM1L JMIHSON PHONE: (9}O) 221-b1W PHONE: (ST.) 21]-O]59 cprvun: rN[T N11A4uE 1NT AM, _ CONTACT. DDN eASPERRAN PHONE; (DA.) }}1-s154 CONTACT: WUG MARTINE PHONE ; (91.) 561-0}.5 PHONE: NEW 2}1-6100 coxiACT:FGAME IOJI Caann; ENA. le¢scu N NONE. (970) 221-6574 PHONE (SAO) 212-0723 APRIL 2011 MOUNTAIN ARE VICINITY MAP SCALE: 1- =15XY PROJECT AREA INDEX OF DRAWINGS L-OI c-02 TITLE AND .... SHEET LENERu NOTES C-0] G-OA CONSIRUCIpN NOE1 STANDARD REFERENCE PUWINCS p -01 ffiocatv TYPICAL SECTIONSI,CEN STREET c0-c-os -a, VUAor .11,11, GhRLLL RDANA. MENWEMENr P{AN OwHN C-OB C-09 IXCAUTS) PENx RREMAY GEOMETRY PUN C-lD C-11 SCREMPAY- cPrien n TWer¢ PUN AND PRonrE - urv0[N SIREEI STA 216. 00 TO SIA 220.0].W C-11 C-1] 00 PUN µD FRONT. - LIND[N $IRIN STA EN STREET ET 10 $IA ,26 W.ID AND PRONLE - RIGHT FLOWUNE LINDEN SIREEI STA 210.26 O] 10 $IA 216.00M L-11 C-IS C-10 PUN µ0 PROFILE - LE T FLOWLINE LINDEN STREET STA 21fi.WOO 10 STA 220.A].25 PUN µ0 PROnLE - LEfI BOWLINE LINDEN STREET STA 21D.2600 TO STA 216.pp.do PUx AND PROnLE - LEFT npwUNE LINDEN STREET SEA 21B.W.LO TO STA 220.A1, 25 C-11 - C-19 C-2O HAVERAY ACCESS PLW LULEN Si, AND Al. ST. wRRSECIpN DETAILS C-21 C-22 NORMS A. SIR. PUN CIRRI CIXIIRM I C-23 - C-25 co -I - cD-x SAN, PLAN DETAILS AND sIAPCARO oa wlNcs LS-01 - LS-Ds NOSCAPE SNC (SIREETTAI ¢-05 - LS-GN TO Or - l0-CB ury Ds[APE LAM /AINTINC PUN (STREETSCAPE) urvOSCARE SITE DETAILS L-01 - L-02 LANDSCAPE PLAN R-ol - IR-m IRD-1 - %01 IRRITHISON NOTES/PLAN IRRwAIaN mA1Ls LI-01 - U-02 LI-0] ROADWAY LSHNNL PAUH LGIING h ELECIRICLL YH[WIES LIO-1 -LID-2 CS-01 - CS-04 LIGHIING h ELECIRUL XETALS ROADWAY CROSS INGHT S Drowing rile Name: s-01.MIS Colorado Department of Transportation As Constructed TITLE AND Project No./Code Hart. Scale: NONE unit INormatiaN Vert SGOIJI: As Notes Dote: eammemaeV Init. )or 1420 2's Street No Revisions: INDEX SHEET STE M455-093/1693B _ _ - DNt leader Initial O r=� Greeley. CO. 80631 Revised: Designer. J. WENGER Sbucture N/A YI1 E 12P-m-lsR AO WOOL E d0:41 O N,,,�-1-,�g Plane: 970-150-2126 Datailer: S. GARISS Numbers N/A ICA EPF�A91c RIMIL JOJ-06I-ISA [Y: AI-Ba-ANSI M- O REGION IV P.G. Void: Sheet Subset: CIVIL I Subset Sheets'. 1 of I Sheet Number G-01 GENERAL NOTES EXPIRES CC UNTYWORK�HIP, AND URBAN AREA STREET STANNUCTION or DARDS MD PARJBLPLCUSELF STATE NANSD FEDERALSTABLE CT OR PCUu110NSO THE WHCRCiµdE OS AND IS COx CICIBLM1LCN MI PLPUxSSET FORTH mANDETHE SPECEICATIONS. OR ANY APPLICABLE SIANOMOS, THE MOST RESTRKINE STANDARD SWAL ADPLY. ALL WORT( SW1L BE INSPECTED AND APPROVED BY THE CITY Or FORT COLLINS 2. ALL REFERENCES 10 ANY PUBLISHED SUBLEASES SHALL REECP 10 THE LATEST REVISION OF CAR STANDARD. UNLESS SPECIFICALLY STATED OTHERWISE. 3 ALL STORM SEWER CONSTRUCTION, AS WELL AS POWER AND OTHER FERN' UTILITY INSTALLATIONS, SILL CONFORM TO ME CITY OF FORT COLONS ST.WMRDS WHO SPECIFICATIONS. A THE THAT, WE. LOCATION ME NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ES ARE APPAIMATE WHOM SHOWN ON THE OUWI. II YMSPoNy LL BE THE REOF ME CONTRACTOR TO VERMY THE EXISTENCE AND LOCATION M ALL UND[IIGROIINO ulUTICS ALWG THE ROUTE M INS WORN BEFORE CMMENCMG NLW CONSTRUCTION, THE CONTRACTOR SHML BE RESSONLBLE FOR UNKNOWN UNDERGROUND UTILITIES. S THE LONTRAL UDR SNLLL CONTACT THE U Y WIGg UIFIN CENTER OF COLORADO (UNCC) At 9 AT LEAST 3 WORKING DAYS PRIOR 10 BEGINNING EXCAVATION OR CHANGING, TO IMVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNRECISTERC UTILITY ENTITIES (LE DITCH / IRRIGATION COMPARR) ARE i0 BE LOCATED BY CONTACTING THE RESPECTIVE REPRESETRAE. UTILITY SERVICE UUERµS ME ALSO 10 BE LOCATED PRIOR 10 BEGINNING EXCAVATION OR GRADING. IT SNALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COOPERATE ME RELOCATION OF ALL EXISTING UTILITIES THAT CONFLICT WITH TINE PROPOSED IMPROVEMENTS SHOWN ON THESE R.wS. 6, THE, CONURAC TOR SIMLL BC RCSPON ME FOR PROTECIWG ALL URATIES WMNG CONSTRUCTION MO FOR CCRC TN WITH THE MPROPRMtE UTNFF COMARY FOR AM UTILITY CROSLxGS REWARD. 2. it A CONFLICT EXISTS BETWEEN EXTANT AND PROPOSE UIRIIICS MOOR A DESIGN MCIDCAION R REOIARED, ME CONTRACTOR SHALL CCROIIIE WITH ME ENGINEER 10 MODIFY ME GLITCH, OLSON MOOFIUTIOWS) MUST BE APPROVED BY THE CITY OF FORT COLLI PRIOR 10 BEGINNING CONSTRUCTION 0. THE CONTRACTOR SHELL BE RESPONSIBLE FOR COOPERATOR WITH ALL U UARY COMPANIES INVOLVED. TO ASSURE THAN THE WORN IS ACCOMPLISHED ACCOMPLISHED IN TMELY FASHION AND W NINUN DISRUPTION Of SERVICE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CO RACTIx4 ADVANCE, ALL PARTIES AFFECTED BY ANY ERSPUATION OF MY UTILITY SERVICE AS *ELL AS THE UTILITY CERAMICS 9. NO WORM MAY COMMENCE WITHIN AM PUBLIC STORM WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF WANKING DAYS MIOR TO COMMENCEMENT OF MY WORK. 10 THE CON I RACIOR SHALL US GENCE INSTALLATION OF UTILITIES IN SEEN A MMNER AS 10 REEMIIE POTENTIAL UI.LM1 CONFLICTS IN GENERAL STORM SEWER SIgULD BE COLITIS UNITED PRIOR 10 INSiµuTlOx OF THE DRY UTILITIES. n STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS DECLARED UWED IF SEwIS REQUIRED IN ORDER i0 INSTALL UTILITIES OR wMEN IS BI DEMANDED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATE. 12, THE CONTRACTOR SHALL COMPLY WI1H µL TERMS AND CONDITIONS OF THE COLORADO PERMIT EN STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH. WATER OWLITY CONTROL D YDRON, (303) 692-N90), THE STORM WATER WMESEMENT PLAN, AND THE EROSION CONTROL MAY IJ. NO WORK MAY COMMENCE WIiTAN MY IMPROVED OR UUMXMVED PUBLIC BIGHT -OF -WAY UNI A R"T-Of-WAY PERMIT OR CEVCLOPMENT COUSIRCHORR PERMIT IS OBTAINED EPoM THE CITY OF FORT COLLINS. A THE CONTRACTOR Swll BE RESNUMBLE FOR OBTAINING ALL NCCESYRY PERHAPS FOR WELL MPJCABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION . THE CONTRACTOR SHALL NOTIFY ME CITY OF FORT COLLINS ENGINEERING INSPECTOR (FORT COLLINS - 221-5605) AM MC CITY OF FORT COLLINS EROSION CONTROL INSPECTOR (FORT COLLINS - 221-62C) AT LEAST 2 WORKING CARS PRIOR 10 THE START OF ANY URIH DISTURBING AC1MTY, OR CONST W71ON ON AM AND ALL PUBLIC IMPRWLMENTS, 15. ERROR 10 THE COMMENCEMENT C AM CONSTRUCTION, THE CONTRACTOR SWL CONTACT THE CITY FCCBIER TO SCHEDULE A SITE INYECTIOI FOR MY TREE REMOVAL REWIRING A PERMIT. s. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS C SAFETY INCLUDING. BUT NOT UNITED TO. DU TA . iRENCHND. SHORING. TRAFFIC CONTROL. AND SECURIN. NLIE 10 OSH.A RALUTpN 2224 EXCAVAIMG MO BEENCwG. Ii. PRIOR i0 THE COMMENCEMENT OF AM CONSTRUCTION THAI WILL AFFECT TRAFFIC SENSE OF ANY TYPE, THE CONTRACTOR SH CONTACT THE CITY OF FORT COLLINS TRIFLE DEFEAT EM DEPARTMENT, WHO ALL TEMPORARILY SEEING OR 1NEECAIME SIGN AT xD CO51 TC THE CONTRACTOR. HOWEVER. IF ME CONTRACTOR MOVES THE TRAFFIC L THEN THE CONTRACTOR WILL BE CHARGED OR THE BOR, MATERIALS AND EOUIELICH O REINSTALL THE SIGN AS NCEDCO. 15, ME CONTRACTOR IS RESPONSIBLE FOR PRWIdNG ALL LABOR WHO MATERIALS NECESSARY FOR THECOMPLETION BY ME INTENDED INPROVEMENIS SHOWN ON THESE EXAMINES. OR DESIGNATED TO BE ORCO, INSTALLED OR CONSTRUCTED, UNLESS SPECIFICALLY B}C OTHER.., 19 CWAEPTIOIONS FORND MUT AND CONSTRUCTION ONSTRU TNSON ON ME Ao IN SVALE FROM MY DARIN4 IF PERTINENT NMENSWS ME NOT SITY*N. CONTACT THE OSOIER FOR FIRE THECRi RECORD ORAWARRI 20. THE CONTRACTOR BAWL HAVE, ON SIE AT ALL TIMES. ONE (1) SIGNED COPY OF THE APPROVED PLAINS. M S, ONE (1) COPY OF THE APPROPRIATE STANDARDS D SEE LIFICAIIDNS, AND A COPY Of ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE AB. 21. IF. DURING ME CONSTRUCTION PROCESS. CONDITIONS ME ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE P4H5 OR SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT THE CITY OF FORT COLLINS ENGINEER IMMEDIATELY. 22, THE CONTRACTOR SHALL BE RE NVME RIOT RECORDING ♦5-W&t mfOPWtb ON ♦ SET Of RECORD M♦WNGS KEPT Ox THECONEIRUCigN STE. AND ♦VlI TO ME CITY M FORT COLLINS INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE vol THE CONTRACTORM) SHALL SUBMIT RECORD CERAMICS TO ME CITY OF FORT LOLLING ENGINEER. sl THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARK FOR THE PROJECT IS AS FOLLOWS: BENCHMARK; CITY Of FORT COLLINS BENCH MARK STAMPED 'CITY Of FORT COLLINS 5-00LOCATE AT ME NORTHWEST CORNER BE LINDEN STREET AND JEFFERSON STREET ON THE TOP OF THE CURB AND THE SIGNAL POE WSE. ELEVATION - 492 ♦87 24. ALL STATIONING 5 BASED ON CENTERLINE Or R DO M UNLESS OTHERWISE NOTED. 25. CASTING CURB. CUTTER MD SUDEMNA, AS WELL AS EXISTING FENCES. EREES. STREETS. UNp3r,Aq NG, STRUCTURE. AND IMPRpEMEMS DESTROYED, WMWED OR REMIXED DUE TO CONSTRUCTION OF THIS PROJECT, yMKIND AT BE REPLACED OR RESTORED IN LIKE KIAl THE CONIMCIOR'S EXPENSE, UNLESS OTHERWISE IxOGTE ON THESE PUK, PRIOR TO ME ♦C TRPTANCE Of COMPLETED IMPROVEMENTS 26 WHEN AN EXISIRD ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL 10 OR BETTER THAN ITS ORIGINAL CONDITEM THE EXISTING STREET CONDITION BWLL BE DOCUMENTED By THE CITY OF FORT COLLINS CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE $ILL THE P CITY Of MAN ASPHALT STREET REPAIR STANDARDS THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO ME EXISTING SURFACE ALL . LAY -DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN p2R AY OF THE ENTIRE STREET ONTW WIDTH INCOPATCHES E. FOR ♦ Co. E HE WNG THE PATCHAREA. Wv BC REQUIRED THE DETERMINATION OF NEED ERUI Y SLL BE WIDE BY THE CITY OF TEXT COLLINS ENGINEER MIDI THE CITY OF FORT COIGNS INSPECTOR AT THE TIME ME CUM ME MANOR. 22, UPON COMPLETION OF CONSIRUCTW, THE SHE SHVL BE CLEANED ♦E RESEOREO 10 A CONDITION EQUAL 70, OR BETTER MEN, THAT WHICH EXISTED BEFORE CONSTRUCTON. OR TO THE SAUDI MD CONFORM AS REQUIRED OR THESE % 28. A PAVEMENT MIX DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSE ENGINEER, MUST BE SUBMITTED TD THE CITY OF FORT COLONS FOR APPROVAL. PRION TO PLACEMENT or MY ASPHALT. 29. WHERE PROPOSED PAVING WELDING EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A STA MUM ONCE or 12 INCHES FROM THE EXISTING EDGE. TO I CREATE A CLEW CONSTRUCTION JONI, THE CONTRACTOR SI LL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A OSTMCE WHERE A CLEW CONSTRUCTION ABUT CAN BE WOG. WHEEL CUTS SHALL NOT BE ALLOWED. MERE SUWL BE NO SEPARATE PAYMENT FOR SAWCUEIING. UR, VµW BOXES AND MµugLES ARE 10 BE BRIO T UP 10 GMQE At THE TRUE OF PAVEMENT PLACEMENT OR OVERUY, VALK BOA µUUSWG RAGS ME HOT ALTERNATE 31. TREE TRIMMING AND/OR REMOVAL ACHATIES SILL: E COMPLETED BEFORE ENDS BEGIN TO NEST OR AFTER THE YOUNG RAVE PLEDGED IN COLORAC MOST NESTING AND RGRWC ACINIIIES OCCUR BETWEEN APRIL 1 AND AUGUST 31. OWMR, SINCE SOME BIRDS EST AS EARLY AS FEBRWTrv. A NESTING BIRD SEMCY CALL BE CONDUCTED BY A BIOLOGIST BEFORE MY TREE TRIMMING OR REMOVAL ACENIIIES BEGIN. 32. THEE SHµE BE x0 STOCKPILED OR SIDE CASTING OF WASTE MATERVLS INCLUDING BUT MCI LIMITED TO PAINT CHIPS ASPHALT, OR CONCRETE ALWCET t0 ANY D.-2Is (INCLUONL CRY ORNx♦I GLSE PAN MATERAREMOVEDW A L ME COURSE OF RESIRIPC SMALL BE PROPERLY CONTRACT AND BSEN POSEO OF TO PREVT SUCH ICRU15 FROM ENTERING WNTERS OF THE SIAEE. 33. ALL CONSTRUCTION SURVEY WORK 10 BE CAERE BY CITY OF FORT COLLINS SURVEY OEPMTUTNE 34 ALL AM1NG/STNFFVQ MO RELOCATION PR REMOVAL OF BELIEF POLES MO SERVICES SHALL BE CAVE BY ME CITY Of FORT COLLINS 35. ALL CONCRETE FOR SIDEWALK, CURB AND GUTTER, BEGUN COVER, CURB RAMPS, AND GUTTER PAN, SwLE BE CUSS B UNLESS DIRECTED BY THE ENGINEER, 36. HAMHA ANY AND ALL SHALLOW UTILITIES ENCOUNTERED IN E RIGHT Of WAY SHALL BE FLOWFILLED TO THE BOTTOM OF THE PROPOSED PAVEMENT SECTION. 32. STREET 5UBGWCES SHALL BE SEMBED THE TOP 12 INCHES AID RE-COMP♦CTCD PROM 10 5108'SE RISIALuigN. NO BASE MATERNAL SHALL BE EU UNTIL THE SUBLIUC IS BEEN INSPECTED AND APPROVED BY THE CITY OF CRT COLLINS, M THE CONiRK1OR 5 REQUIRED TO PERFORM A GUTTER ATER FLOE TEST IN THE PRESENCE OF ME CITY OF FORT CdLINS INyEC10R AND PRIOR TO ANTRLAIION OF ASPHALT. WRITERS MAY HOLD Ali TIN A INCH DEEP OR 5 FEET CxCHUDIWLLY. 0E WATER, SILL BE COMPLETELY REMOVED MO RECONSTRUCTED TO URBAN PROPERLY, 39, THE TYPE OF CORRUPTION FOR THIS PROJECT SHALL BE ASHID 199. 40. FDR PLAN QUANTITIES Or BINMAOAS MATERIALS. ME FOLLOWING RATES OF APPLICATION WERE USED ♦, TACK SORT LMULSEIE ASPHALT AT D.OS UL/SO M TOLUTED) (SLOW SEITNG) B. 9IU., I PAVEMENT AT I10 Usi YD/I INCH C. AGGREGATE BASE COURSE AT 1. IBC'S' 41. SHOULDER DROP OFFS WILL BE CAUSED TO A SLOPE OF 3.1 OR FLATTER OVERHOLT. Print D.E.: a 22 2011 1 1 Sheet Kevlslons CI_G�.yy /�� T�1J1�ILLiV^��nri' I ?,t 281 North College Ave. Phone: 90/-221-6605 As Constructed GENERAL NOTES Project No./Code DNE File Name: G-020wG Date: Comments Unit. No Revisions SiE Ma55-09J/T693B a NOR, SCSle: - Ver"Leodr _ _ _ Unit IMormoOon Revised esigne.: J. WENGER ytrMCWII;Fm Delailar: S. GARl5Numbers N/A m E IRA AYE. SOR 2W p(Mf� RIMER: ON-MI'ISiO FI Vold Sheet Number G—Q2 Sheet Subset: CIVIL Subse1511ee 1s: I of 1 EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES I. INE CONTRACTOR WILL ACQUIRE LATE STATE SIORWAIER DSCI E PERMIT (SWMP) AS50C41E0 WITH CONSTRUCTION ACIMNES AND WILL ADMINISTER THE SWAP UNNL HORN .ACCEPTANCE OF THE PRyECI. 2, ME EROSpN CONTROL MERIDIEM MUST BE NOTIFIED AT LEASE ry[MY-FOUR (14) HOUNS PNgR 10 ANY CONSIRUCTIN ON IIWS SAFE, 3. THERE STALL. Be NJ EARTH-05TUR&NG ACTMry OUTS,[ THE LIMITS DESIGNATED ON THE ACCEPTED %ANS ALL MOUWLO PERIMETER SILT MO CCNSIBLITION FENCING CALL BE INSTALLED PRIOR TO AM HAND OSTUR&K ACIMM1 (STOCKPILING, STRIPPING, BRACING, ENC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SMALL BE INSTALLED AT THE APPROPRIATE IMF THE CONSTRUCTION SEQUENCE AS INDICATED IN THE MAINTAINED PROJECT SCHEDULE, CONSTRUCTION PLANS, 0 EROSION CONTROL REPORT. 5 AT ALL TIMEES WRING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON -SITE EROSION INCLUDING KEEPING ME PROPERTY FFICIENTLY WATERED O D SO AS MN 2L 0 BLOWN SEDIMENT. ME CONTRACTOR 5HAL ALSO BE RESPONSIBLE FOR INSTALLING AND MNNIAINING ALL E RESIGN CONTROL FACILITIES SHOWN HEREIN. G. PRE -DISTURBANCE VEGETATION $HALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR CASTURBAKF OF EXISTING VEGETATION SHALL BE U ACTED ITTME MATTERS) REWIRED FOR IMMEDIATE CONSTRUCTION OPERATORS. AND FOR THE SMREESE PRACTICAL PERgB OF TIME. 7. ALL spLS EXPOSED DURING LAND MNRRING ACIAM (STRIPMNG, GRADING, UNITY ASEµIATONS, STOCKPILING. FAHAI ETC.) SHAM BE KEPT IN A ROUGHENED CONDTON BY RIPR`G OR TURNING ALONG LAND CONiWRS UNTIL MULCH. VEFSTATOx. OR OTHER PCRwNENI ERMON CONTROL BOPS ARE MOMMED AS SDLS AREAS QUELOE PNWECT STREET ROHSE, AC PS-CF-WAY SWLL MARK EXPOBY LAND DISTURBING TMn FOR MORE THAN EHRM1 IN (BO) AXIS BEFORE REWED 'TEMPORARY OR PERMANENT ERORSN CONTROL DEC, SEED/MULCH, LANDSC PING. ETC( 5 INSTALLED. UNLESS OTHERWISE APPROVER BY THE CIF, B. IN ORDER TO MINIMIZE EROSION POTENTIAL ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHAM: A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT SHORN EVENT AND REPARED OR RECONSTRUCTED AN NECESSAM IN ORDER TO ENSURE THE CONTINUED PENTORMANCE CAMBIA INTENDED FUNCTION, B REMAIN IN PLACE UNTIL SUCH TIME E AS L THE SURROUNDING DISTURBED AREAS WE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROS'ON CONTROL INSPECTOR. C. BE REMOVED APER THE SHE HAS GLEN SUFFICIENTLY STAULZED AS DREMNINSA BY THE EROSION CONTROL INSPECTOR, 9. WHEH T` AMWWE HA PRO. EROSON CdOROL MEASURES ARE REMOVEDTHE COMPACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEZ MENt Me KDR5 FROM L DINFRASTRUCTURE AMID OFFER NI FAQUNNES ID, STABILIZED CONSTRUCTION ENTRANCES SMALL BE CONSTRUCTION FOR CONSTRUCTN EQUIPMENT, INCLUDING BUT NOT UMEEA 10 PERSONAL VEHICLES EXITING FROM ME PROIECI SHE ONE. EXISTING RGADYAYS. 1, THE CONTRACTOR SRUM IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS AK LS INADVERTENTLY OEON ACTING STREETS, SIMI OR OTHER PUBLIC RIGHTS DF WAY, AND MAKE SUITE STREETS AND wµAWAYs ANTE CLW20 At THE CND OF EACH WORKING BAY. 12. AL MOUTHED YDMENIS. PARIICUIMLY THESE ON PAVED RMOWAY SURFACES. ELAM BE REMOULD AID DISPOSED OE IN A WARNER AND LOCATION W AS MET 10 CAUSE THEN RRLASE HMO AM WATERS M PARE UNITED STATES. 13. NO SOFT STOCKPILE SMALL EXCEED FIX (I) FEET IN HEIGHT, ALL SOIL SICCARLES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROWNENING, wAIERING, WHO PERIMETER SILL FENDING AM SOIL STOCKPILE REMAINING AFTER THIRTY (WO OAK SHALL OF SEEDED AND MULCHED A CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (COPS) REQUIREMENTS MAKE Il UNVWFUL TO DISCHARGE OR ALLOW THE OISCHLRGE M AM POLLUTANT OR CONIAMINATM WATER FROM CONSTRUCTION SIZES. POLLUTANTS INCLUDE, BUT ARE NT LIMITED TO d5CARTED BUILDNC MAIERAM, CONCRETE TRUCK WASHOUT, ULS CHEMIOIL AND GAS PRODUCES, AND D SANITARY WASTE THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURVE THE PROPER CON14LNMENT AND DISPOSAL Or POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND AL APPUCABLC LOCAL. SIAIE, AND FEDERAL REGULATORS 15. A DESIGNATED AREA WILL BE PRO.1pED ON SHE FOR CONCRETE TRACK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS EO MILITARY WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM AM WATERWAY DURING CO'XERUCTION MAIN COMPLETION OF CONSEO.CTIBN ACTMIYS THE CONCRETE WASWFUT MATERIAL WALL BE REMOVED AMC PRyERLY GSC05ED Or PRIOR TO E ARIA READ RESTORED. 16. CdJGTIONS ITTHE HELD MAY WARRANT LIMAD. COMR0. MV$UNES M . 10 WMI IS SHOWN pV MORE TURNS. THE CONTRACTOR .1 IU R EMENE W IEHR MEASURES .WE DETERMINED NECESSARY. AS DIRECTED BY THE CITY. IZ. It WILL BE THE RIESPoNSIBRNEY OF THE CONTRACTOR UNDER THE SWMP TO MANTAx EXISTING TEMPS AND ENSURE THEIR COMPLETE REMOVAL FACE 20% OF RE -EXISTING VEGETATION HAS BEEN RE-ESTABLSHED. 18. A WATER TRUCK SHALL BE KEPT IN -SIR AT ALL TIMES DURING CARIHWORK ACTIVITIES FOR DUST ABATEMENT, 19. TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY -DISTURBED AREA$ ARE SUFFICIENTLY STANFORD IN THE CANTON DF THE CITY EROSgx CONTROL INSPECTOR, TO MINIMIZE FLOWN POTENTAL 20 WHEN TfYWRAT EROSON CONTROL MEASURES ME REMNEO. THE CONTRACTOR STABLE BE REWWy FOR ME CLEAT -LAY AND RfUWA OF ALL SEGMENT AND BESIDES FROM AL ORAW4E .HAD OTHER RIMIC PACH OM, 21. THE FO LOWNG SHALL DESICWEE TAKES OF EOL A. EOR60i - DEVOTES AREAS FROM THE BACK OF WALK 10 THE TOE IF SLOPE OR DISTURBED AREA BEHIND BACK OF WALK (6- DEPTH) B GPSpIL WECAL (MEDAN AND PARKWAY AREAS) - UNDIES AREAS BETWEEN THE CURB AND WALK BY DEPTH) AND THE MEDWN PLANTERS (DEPTH PER CROSS SECTONS) TREE PROTECTION NOTES 1. COMING TRIM MARKED FOR Np2CIMN AND PRESERIAION SWLL NOT BE REYLYLO. 2. HUVY EQUIPMENT SHOULD NOT BE A LDWED TO COMPACT OVLa THE SOL W[R THE ROOT ZONE OF EXISTING TREES. ]. AVOID CUTTING SURFACE ROUTS WHEREVER POSRRLE SIDEWALKS ANa PALING LEVELS SHOULD BE CONTOURED SUFFICIEMLY TO AMID AWARDS A WORTH CUT' FROM EKGW VATION SHOULD OE DONE SUMBLV. SMOOTH FLUSH CUTS SHOULD BE OE BACKMLL BEFORE THE POSTS HAVE A CHANCE ID CRY OUT 0 TER THE TRUE IMMEDIATELY, 5. PRIOR 10 CONSTRUCTION, ALL PROTECTED TRIM SHALL HAVE ORWCE PROTECTION BARRIER FENCING ERECTED. WNILH AS A MINIMUM ARE SUPPORTED BY 1' OR SIMILAR STURDY STOCK, FDA SHIELDING OF PROTECTED TREES. NO CLOSER THAN SX (6) FEET TRW THE FMNxK OR ONE HALF (1/2) OF THE DRIP LINE, WHICHEVER 5 :RFAIE R. WILL THIS PROTECTOR ZONE THERE SWLL BE NO MOVEMENT OF EONPRENI ON STORAGEW OF EQUIPMENT, MATERIALS. FLL ON CUT UNLESS PPRwm BY 1.1 GUY MESRR. 6. ALL EXISTING THEM LMLL BE PRUNED 10 THE CITY FORESTERS 'MLpUM PRUNE STANDARDS.- 2. WITHIN THEUPoP LIKE Or AM PROTECTED EXISTING TREE, MERE SHAM BE IN CUT OR FU WW A FOUR -INCH DEPTH UNLESS A QUALIFIED MIDEAST OR FORESTER HAS EVALWTED AND APPROVED E DSIURNNCE, B. DURING THE CONSTRUCTION STAGE OF OEVELOPNENT. THE APPLICANT CHIRAL PREVENT THE CLEANING OF MUIPME�NTOR MATERAL OR THE STORAGE OR DISPOSAL OF AVE MATERIAL SUCH S PAINTS, OILS, SOLVENTS. ASPHALT, CONCRETE, MOTOR OIL OR MATERIAL FERAHARMFUL UL 10 THE LIFE OF A WITHIN HI THE OMP LINE OF ANY PROTECTED TREE GROUP OF TRIALS. 9, NO OANACING ARKHUENI, ARMS, SLIPS OR PERMITS MAY BE FASTENED TO AM PROTECTED 1NEE prp.ln EJe Name: L-pI OWC """ of -r__`1 �`j;BE(F. As Constructed CONSTRUCTION NOTES Project No./Code BIEria. kale: - Vert. Scole: As Haled Dole. Comments Init. h � ' j � C�' No Revisions: STE M655-093/16938 _ _ _ Unit Information Unil Leader Initial O - J61 [. lM Gt, 9lR AU RNhR LQLDMLQ BORN Q Revisetl: Designer: 9n .: J. WENCER SDucture NIA x0"F^W"W H` flora /& RA FILL 'M-�-119 O 281 North College Ave. V Detailer: 5. CART , rvumbars N/A Phona: 907-221-6605 rd Sbeet Subset CIVIL Subset Sheets: 1 of 1 Sheet Number G-03 DRAWING NEW OR STANDARD DRAWINGS DRAWING NEW OR STANDARD DRAWINGS NUMBER REVISED 71hF NUMBER REVISED MILE O 701 p CURB AMID I." R p 1.1. p 'AN ACCESS Maw smNS 0 102 p CURB AND cBFIR/SIDEWAL. p .Is p FIRE APPARATUS ACCESS RGAO STENCIUNG A FIRE LANE ACT INSTALLATION M 703 p LIE. (SOUND CURBS) m 1420 O NEAR FICA ARROAS (EADKATED) O 704 O STANDARD DETAILS FOR RAISED MmLw . Its1 p STANDARD SIDEWALK . 1o5 O STANDARD DETAILS FOR RAISED MEDAN . m02 p SIDEWALK XTA L dills 706 O STANDARD DRIVEWAY APPROACH (TYPES I AUG II) RR 1ED, O ACCESS RAMP DETAILS O 707 O STANDARD DRIVEWAY APPROCH (HIGH VOLUME DRAW, TYPES III AND N) p 1.a, O DETACHED WALK/INTERSECTION DETAIL O 1. O STREET w1ERSEC110N CROSSPAN O 1105 O DETACHED WALF/MIERSECTION DETAIL O NOD O STANDARD DETAILS FOR DRAINAGE UNDER WOEWALR . I... O PEOESTRUN RAMP DELµ (FOR MW CONSTRUCTpN AND NIERANDAS) O 710 p ASPHALT PAvxG DETAIL (CRaRP.w) m 1607 O ACCESS RAMP SCORING CO 711 p BUD BAY AND S10P STANDARD p 1608 p MEDMN ISLANDS AMID PEDESTRIAN REFUGE AREA O 113.11' O SUBUTUNI SERACE WYE DETAIL - FORT COLLINS (GOA AND Chr LIMITS) CC I.T. p DECORATM CONCRETE CROSSWALK (PATTERNED/COLORED CONCRETE) O 11J }F O SU ERIAIN MAIN INSTALLATION DETAILS - FORT COLLINS (GAR AND CHT LIMITS) O 1611 O ENHANCED ASPHALT CROSSWALK (PATTERNED/COLOPEO ASPHALT) O FBI O STANDARD DIMES FOR RAISED MEDAN GEOMETRY O 1112 O ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) O 0G2 p FORCED TURN BARRIER (SPUTTER GUNE) O Is" O RAISED CROSSWALK DETAIL O TO, O ALLEY WTERSECIONS O 11.1 O 6KYCLE MKR DEIAlS O 901 p ACCESS ON RURAL RUDA'AYS (AWN -ON CARD AN. WINTER) p 11.1 LE NIGR MTAIS O I101 O HAVOMM1 .1. O 110J O BICYCLE FUCK DETAILS p 11.1 O TYPE C ALUMINUM BRIDGE RAILING O 17.1 O BICYCI£ TUCK FO REARKIN I.F.O O 1106F O BRIDGE PALING/PARAPET WALL CONFIGURATION DETAIL O TIES O BICYCLE RACK DETAILS p 1201 O STANDARD MAN1gLE COVER O IIOY O BICYCLE PACK DERAILS - FORT COLLINS (LIMA AND CITY LIMITS) O tDo, O DELTA LOCATIONS O 1101 p BICYCLE HACK DETAILS . 1A01 O LW MOST O his IF O IA LOCAL SPEED HUMP - FORT COLWK (GMA AND Clry LIMIT) O 1W2 O NO MARK. SIGN CCIAR O I&I O 22 SPEED DAMP - FOR COLLINS (GAR WHO CITY URNS) . "OF O STANDARD PAVEMENT MARKINGS O 22.1 O TRENCH DETAIL m 1404 o STANDARD PAVEMENT MARKINGS WITH TURN LANE = 2501 p SONAALF DETAILS p TAD, O PAYMENT MARKINGS FOR BIKE CROSSING M h 5 NEW OR STANDARD DRAWINGS 11.1 O IYPIUL &CYCLE LANE PAVEMENT MARKINGS Sm REVISED TEE O 1.02 p KµOCAP PARKING REWIREMENS (AS PER'ADA') O M-20B-1 TEMPORARY EROSION CONTROL 1.1E O &CYCLE LANE AWROACHANG VEHICLE MGHI TURN LANE . M-210-1 O WESTER, SUPPoms 1.11 O STREET NAME SIGN . M-MI O PHAN LwA TENCE O 1412 O ROIINWBJUI SIGN DETAILS . M-613-1 O RWDNAY LIGHTING O 141J O STANDARDS TEMANDI DEAD END BARRICADES = M-620-I1 p HELD OFFICE CLASS I p 1414 p CANOLEVER ARM BRACKET FOR FUR OR EXTRUDED BLADES O 141S O BELmFAIOP DETAIL Print Date: e ZJ 20II Q Sheet Revisions GAF —y°Fj+��'ns r C I I 'J 281 North College Ave. Phone: 907-221-6605 As Constructed STANDARD REFERENCE DRAWINGS IARIMER COUNTY Project No./Code ONN vile Name: G-04.0WG Dote: CBln,nents Init.�.: No Revisions: STE M455-09316938 KEY,. Stole: - Vert. Scale: As Notetl _ _ _ Unit Information Unit Leader INtiol Revised Oezigner: J. wENGER Simclure N/A Details,: S. GARI55 lNumbers NIA HRJW C IM AST, AIR 100 OIMA MOWLO EOA1 PDom 3U-061-1610 In .nl-B60-nn Vold Sheet Number G-04 Sheet Subset: CIVIL I Subset Steels'. I of I ROw E61 So' yp' PENN 6' }0' 16' t6' 2.5' xp51'lP SCCW&K LANDSCAPE PMKWG TRAVEL WAY TRAVEL WAY SIOCWPLK • &KE W BIKE WAY � VARIES 2z� vWl[5 CL GPwIr: 1 WICS VARIES6. w CLASS B CONCRETE XARiEY CHIP HALL TO 11' CURB h CUTTE TER PCGPEUIE BASE COURSE (CUSS 6j DEPTH AND RE CONTACT CURB i GUTTER ME I 5' NW (SC CT ION SEE DETAIL ON CD -I (SPECIAL' SEE OCIAq ox CO-1 ]' E C-TERE DENT. D RECCE 10 1r1 BASE CWRSE O[Plx AND 11CCOueAC1 (hP) ISLE E-B) CCiN tI (CLASS a) LINDEN STREET sIA. zte.e] To no«z2s ERxs pW NGL UST Ep. 50 Pary t. 20 IS ifi' 20' SIDEWALK/S1gCETSUpE PARKWG TRAVEL WAY IMVEL WAY PAHRR.G SIDEWALK/s1REETSGPE 3.5' S' S' }5' BIKE WA BIKE WP PROP VARIES (SEE NOTE) CL GRADE VARIES (SEE NOTE) 4pC5 6- CUSS B PRE CP PAVERS (gCRR -- NTIC 10 51gECiXAPL RY5 FOR f W5xEST 6- CLASSB CONE RE IF SCAR OR PAVERS (FAIR ' SCATTY, SUBLRAOE 10 1$" O SiR P-fNS rOR nNryLES) DEPTH Wp gECOY TACT (ttp) _ S Nw XAPIEY SUBGRAO[ 10 12- 1 ACGREG TE SCABIfY SUBVLLpE To 12- I. DETNL) OTTix AND gECOY eAC1 CURB GLITCH (ttP) CURB k GUTTER TYPE 2 pEPIN PNO DECO NPACT (iYp BASE COURSE ) k TYPE 2 (SCCTgN q-9) (SECTON II-6) (SPECIAL) $EC DETAIL ON CO-1 (CLASS 6) (SPECNL) SEE DUAL ON CD -I LINDEN STREET 11P. 21o.i6 TO CUT.. W C: 1. GRATE ERLW HOW 10 (TACK 0f CURB IS G. MR CURB N TH A LICHTHE PROJECT, OF PROJECT RERR TO 'HE LAND P L 0 pR SECTS AND CAMS SIREN9DS FOR RATK AIN /SIRC[15WE SLOPE CO NCILVRAIEN, 2' WCR4Y herpM[M) LACK COAT xW (GRATING $G)(I W)(PL 58-2 B) STIP0 4X1 HMA DETAIL Prim Dote: a 2) 20II Q 1Sheet Revisions I —a I of .. �^— p_ Lvy /���� 1 ``uy{�I(�j-, ( -1 As Constructed TYPICAL SECTIONS LINDEN STREET Project No./Code CavingEla Nome: C-OI.DW6 Comments Init. HodData: Scale: - Vert. Scab: Noted _ _ _ rvo Revisions: STE Ma55-093/16938 Unit. Unit Information UDI( Leader In iliols r Desi JWEIRA-I 9AR MO aA81, Q ' - _ rth College i-6605 Revised: 9 nar. J. WENCER Tmbars N/q fAL0N0D BptW Rox. 'W11W IStO TM' Detpilec S. CAR155 DUSt rv/N Sheet Subset: CIVIL SYbsal Sneels: 1 of 1 "°""'P"'^,•` 'pJ-9Fn-)IRA O Phanc 22 Void: Sheet Number C —01 LI IF Print Dote: 4 2T 2D)1 �_ Q � QPhone: Sheet Revisions �' 261 North College Ave. 90]-221-6605 Constructed SUMMARY OF APPROXIMATE QUANTITIESHorit. Project No./Code Rle xpme: D-gzaxe Date. comments ma. Revisions: STE M455-09] 169]9 H.rDraq. Scale: - Verl. Scale: Az Ngltl _ _ Unit InlormaGon Unit LEAD, In tlols LAS seDesigner: J. LNENOER Structure N/A Detoilec S. GARISS Numbers NSA M E IAn Yi, EUR M pIAKR, CIIM0 EM �I p}151-110 III ]h5-810-71M d' Sheet Number Q-02 Sheet Subset: CIVIL Subset Sheets'. 1 of 4 INOEv BCON PAGE SHEET coxrq•m NUM N0, CON1RACi ITEM UNIT ROArnvAv PNotEcl iprus PUN AS CONS 1. PLAN A9 LONSi. 3pl-W]Ca CLEARING AND DRUBBING L s I t 3p3-OW}6 REMOVAL BE 9MC AND g1LN P.L.I. S. JZ J} zOz-OM°A REMOVAL OF PIPE B0.L•Rp EACH ) l 3p3-WI]G REMOVAL Or PLANTER wPLI (SPCG AL)(PL AN r[R BOX) y 65fi fi54 202-00160 REMOVAL M WALL ([L BLITHE) (SPECIAL) y Bp BE ip3-0p30J REMOVAL K CURB AND GUTTER Lr 559 559 }p3-LOXIp R[u0vui Lf -1--IN p[W Lv $r 50) 609 )0]-OOItO R[40VAL Ci LLHLRCiC PAK u[xl SY Sx 51 30Z-COZ30 REMOVAL G' ASPHALT 4A1 (5' DEPTH) SY BID .l Jt x.l xOx-M610 REMOVAL K RAILROAD TRACK LC M 36 )OZ-Ot pC RF UOVAL K i(xt[ IF ♦xx 4I3 zoJ-°asap uxaesvnm [.uwuw e. Jr. vop zo]-oowp uuc. E.uvnuox I I.P. I]po ' :m-ot s9s PolHawc w.1H wflrENxc AND sunwwc or u/c uuu n(s IS t t xos-app4] swucNRL e•cxrlu 1(Low-ray c, tap lap Zp0-CWJ3 ERJAOx LOG (tx INCH) LE t00 10] 10B-WOx ENOSOX BPL(5 (WEEP [RE [) EACH IB 10 xp0-MOxp SAL' LICE t}a txa 309-CW♦5 CONCRETE w•$nWl SIPUC IUPE EACH t t 2W -LM]0 Slptu gtAlx wtCr PRO1LC 11d1 EACH 0 0 205-Wp>0 STABILIZED CONSTRUCTION ENTRANCE EACH < ♦ zCB-W3Y5 ERa90N CONTROL SUPER NSOR FOUR ZO DO 310-Wa10 RESET MAILBOX SIRUC NRE I19f (1) EACH Z 3 }10-WW] AOJV51 ORE HYpR ANT L.LCx 1 1 zlp-o♦plo PD.usr uexna[ acn to Ip no-o♦ou uoolry u•Nxo¢ Lew 1 t no-o♦on uogry Yf lfe w om t t vo-o•osp .p.uzr vLK om ucn s s zto-o.ao .oLusl WATER METER ucN Iz Ix 2-01115 y[olxG (uwnvE) Acq[ nz-aaa♦o wL PREPARATION (AwN) AwL oz oz 312-p4p5° 50D y 1Z1a 1314 xlz-ap91p p4Axlt AUENpuLNI $pl Lv 3t]-OGWa MUL CN wL (WOOp CHI P )(SPL CIAy Cf z109 xl a9 Prim Date: 4/27/2011 0 C] Sheet Revisions of �'-'� `1�j Coll'hrj, "' As Constructed SUMMARY OF OUANTITIES Project No. Co 1 / de om.my File xame c-os.olxc Dote: Comments Init. harix. Scale: Ial Vert. Scale: As NGletl t. _ _ _ No Revisions: STE M455-093/16938 UnR lmormOtlon Leader Initials TL� JOJ C. 1116 AVE. 4NIE 1W Re4isetl: Designer: J. WE Structure Numbers N/A IKENER, MOM WtOJ lam` %aW. WJ-16[-16fi IM. IDJ-BEO-11J9 2g1 North College Ave Phone: 902-221-6605 Vold: Et S Deto ller: 5. GARISS N/A Sheet Number O—O3 Sheet Subset: CIVIL Subset Sbeels: 2 at4 BOCY. PAGE 6NFEi O� MOD.i �N COMRACLREN UNR Rw�AY PROIFCi iOiµ$ PLAN, KCONSi. PLAN A6 CONST. 313-Op061 MULCHING IpCxlf l[R LB 30 20 21]-00065 INOflLANIC NVLCn (SPEC4L) PEA GRA V[L 5r S. 550 21]-OGp)0 LpxpYpPE KEO BARRiLR fpBPoL SY 63 62 31]-OOIW CWCAER LANDSCAPE Btl10[R Lf 6)} e)} zu-Wso NEIµ uvOY.R eo9Dw U/Im. INC., « ul w 31J-00500 LRLE GPAR EACH 13 22 pl.-poppy LANDSCAPE MAINTENANCE (I. 4MIN 5) IS 1 }1.-p0}}0 DEC.. IR[C (} NM CALIPER) EACH 9 9 DCCIWCVS IRL[ (J NM CALIPER) [PCN }1 21 21v-DO150 DECIDUOUS SxflVB (y LPLLGu CM lurv[R) EACH IS> 15] ]11-00650 EVERGREEN SNRVB (5 LPLLOX CGV IAIX ER) [A[N 20 }p }I.-W310 PERL HNUL5 I1 W4PV CW INxCR) EACH 36 }6 I+P-N960 ORNPY [Niµ GLASS 11 LpLLCN LM 1NM[RxSP(C NL) EACH }y} ]9} }Ib-pCO+y SqL RERullp BLANx[i (E VCELSgR) Sv 65 By .N1.-06WU AGGPL GA2 BA SL CWREE (CLP 55 b) TON I.105 3,101 JW-D+ppp R[coNonwrvwc 0Y DEPTH) s. ).J:y J,JzS w]-W)3o xoi ul. Avxµ1 (FA lcxxc) IASPxurl iox w W W]-]IC}I Npl YI% ALDx ALI ILRPO NL SL) (I W) (PL ]9 -2B) IW 1,994 - 1,99. .12-Oa605 LOX LRE IE PAVEMENT (6 MLM (RESIDENTIAL DRIVE) (rPil iRPLN N HOUR) (COLORED) SY IJ,. 17P .+3-pO B05 CON LRE iE PAVEMENT (B INCH) (COMMERCIAL DRIVE) (FAST TRACK Ia HOUR) (COLgtC pj Sv .]0.] .}0 ] .II-010}0 CONCRETE PAVEMENT (Ip INCH) (FAST TRACK ]. XWR)(CLASS P) Sy $0).B ZO).B p30-WSW GCOrtvI¢[ (PPxrvG)($VBUApE REwfpKEu[xi) Sv LOCO +,yy WI-11 pJp PREL PSL wpLL SELU LNI EACX JS J] fi0+-21020 CONCRE IE $EA (WALL - IMC A PRECAST ENTERv ITEM RBANYAY PflOJECI TOTALS 2011 Sheet Revisions _� -��yof /_'[r�[_')e. l'-Ile IS `. 2e1 North College Ave. Phone: 902-221-6605 As Constructed SUMMARY OF QUANTITIES Project No./Code Drowin vile Nome: C-0•.DWO ome: comments Ina. No Revisions: 51'E M455-09J/169}B Heriz. Stole: I:% Vert. Scale: As Noted _ _ _ Unit Informolion Unit Leoder Initiols Q � Q Revisetl: Desig ner: J. wENCER Structure ry/A Detoiler: 5. CAR15S Numbe ry�A V Ers lb I WEE AA 0". W1ORO M ftus JN-54-IFmZ FA}. m-tei Void: Sheet Number C-04ENTERCONTRACT Sheet Subset: EVILSubset Shills', } of 4 BWN PAGE SHEET NO, CONTRACT ITEM VWL PLAN AS CON$i, PLUS CON n$Si. 60J-531 ]$ FENCE CHAIN LINE (]$ INCH) Lf CIO IIS 60]-60133 }) fWl LPIE ((VOCAL) (STEEL PIP( DOUBLE TOPICDATE) EACH I 6p1-a0}19 JO rNl CHIC (5P[onL) NOT.. LINK DOUBLE sxG WIEj I aW-GTILo CONCRET11 E S'IXWALtt (fi' DEPTH) SY Jz9.0 ]}90 600-COS10 CONCRETE CURB RAMP SY 130.0 IzO.p 600-W'JIS TRUNCATED DOMES DID Do600-PGfiO STORE PAVERSY )JI )]I a00-M61 STORE PAVERS (SPECIAL) 1'NE 1 Y b]5 63S 00 6-LML3 SSTOREC PAVERS (SPECIAL) EXILE 3 Sr 96 SIRaa a-000fis Axl¢ PAVERSP.Rs (SPECIAL) ucH Iz v p0 6-CN]PAVERSRLOCxINL PAVERS (fi' CONCRETE RICO) Sr •fiJ• •a]• bpS-CW)1 INTERLOCKING PAVERS PARS (SPECIAL) (uVII 51CR X. MxRR Bltxp) Y a9] 1 1a9) aoa-0.UJ} WILRLPAVERS PARS (Sp[GnL) (RANDOM D MARK BLEND) Sr ISw IN) 60a-p]0 PAVERS (SPECIAL) INTERLOCKING PAgS (SpLLIAL) (SWAB[ BETTER aLCxO) Sirfizl p31 a00-D90]• INTERLOCKING PAVERS (SPECIAL) (HERRINGBONE ]-IONE BROWN) Sr 609 609 60B-O% PAVERS INTERLOCKING PARS (SPECIAL) (SOLDIER LIGHTER LCxI BgovM) INDEX CCNTUCi DWX PAGE 6NEEi REM N0. LONIXACi ITEM UNTILPPOJECT POAOWAV i0iI.18 NAN AS CONST. %AN AS CON51. 620-0.U'}0 LxNARv 1AdU1Y E6Cx 1 1 @CYCLE FACIA EACH 9 9 622-00155 11AITITR BOM (SPECIAL) (POR) EACH ]A ]A 622-00250 BENCH EACH 11 11 622-00T]10 OIXLARO (PEDESTRIAN) EACH A 622_OD]11 BUNPD (,oXCULAR)(S,Ed1) EACH ] ] 622_00350 TRASH RECEPTACLE EACH I6 6]]-0]100 IRRIGATION LS 1 3/4-NCH BACnfLOw PREVENTER EACH I 1 fi]]-OILN J/A-NCH WAIEP YEIER EACH 1 1 fi2J-oP9M 514 TIE-IN 10 EXISTING IRRIGATION EACH I 626-0000 U.SAGANCHN L 5 1 626-OIWO "LIC INFORMATION YRNRS HWP A5 AS 6]0-00000 RANG HIS 1]N 1]W 6]0-ODGI} TRAEPC CONTROL NANAGENENI DAY IDS 105 IDO-I0005 TRAFFIC COINTROU (DMCE51 US I 1 6]0-60]A1 CdSTRUCOM IRATTIC SIGN (1-CL GTE A) EACH B 6 610-$OJ11 CONSTRUCTION IRAfNC SIGN (PANEL GIS B) EACH 10 I0 2C0-2W10 E/A wNOR CENTRACI RENSCUS FA I 1 1.-1.11 E/A PARTNERING A 1 1 100-1N16 E/A FUEL Cot AOJISTUENT FA 1 1M-Irel F/A LANDSCAPE ESIA0u5HMENT INCENTIVE TA 1 )00-1W19 F/A ASPHALT CEMENT COST AOAISIUENT FA1 ]M-1002] F/A CUT CIXDUM MUNwG PROCAAU FA1 )m-10]eD F/A ERESON C.CROL FA 1 lo0_]D]JB F/A URUTY LINES A I 110-1-12 F/A RAILROAD FLAGGING )00->msD F/A J/A-NCH oP FEE Prim note: A 272011 Q Q Sheet Revisions _ ,. �q' /+�� ..... _' `•�Vy����� ' Ave. As Constructed SUMMARY OF QUANTITIES ProjffNo./Code ETCOIng File Nome: C-05.OWL Dote: _ eommems _ ion. _ Hon}. $Cole: I:M Vert. SLOIC: As Note No Revisions: STE 38Unit Informa40n Unit Lender Initiol Revisetl: 1 Oesi a JS. $trOttU a N/A]OJ E. IM A. SUR AD DEMO, Nt1R21p 6A61 Q Oeta tar. CATISS umperso907-2211-6605 N/4 Void: Shee-05 heet Subset: CIVIL Subset Sheets'. of a 21. What are the limits of your public liability? DETAIL What company? 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 this day of , 20 Name of Bidder By: Title: State of County of being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires Rev10120107 Section 00420 Page 3 ---_-------� \ \ / \ , } ryNOEN STREET - R}52 N25 2 WIEn ExSnNp �✓ f 1 Wnww STRIN RwxCN'w9r rcms I R1RwwY SPURto , q I to N G 1 ExSi RACMPR S I.E. sra[er it _JI 1 I iJ J I \LLVp[NwSTREET :MORN 9R\ENI s}P xmTREoo - wwaox c1N11RLTK111caspN sra[[r - I 4'o Print Dale: a r2 2011 Sheet Revisions As Constructed OVERALL ROADWAY Project No./Code Dra+in FIe Nome: C-Ofi OxG Date: comments Inil-�/'!�IIIns. No Revisions: IMPROVEMENT PLAN SiE u<55-09]/t693B Mori}. Scale: - Vert. Scole: As Noted � _ _ _ coo f Unit Information Uri, Linder Initials Q I .1 Revised: Designer: J. WENCER Structure N/A Lm YU E. IM AVE, son 0 0[M R, Rt01U00 E11201 (] I 261 North College —Ave. Oetailer: S. GAR155 Numbers N/A u` FbRRS JU-164-1520 1Al. ps-B69-iIN Phone: 907-221-6605 Void: Sheet Subset: CIVIL I Subset Sheets: I of I Sheet Number C-06 Print Af A IT XOR1xL RN y mERS OEPS ttr. INC 1RACE 1 /Ilt OAT RND, 1 EL/ Po9]2S9B LINDEN $T — — — — BEGW -I YWCN sIREEI St. 2, 0r26.00 N•13,265.32 la .TC.E.Mt iLn i5lWL OPEN uWJR RCsaN USE. INC, ASLR.RECD T I 1 RCC. / 9.OB91.0 - Ver. SCole: As Noted otion Unit L..d.r Initiol Q 3U L IRA of 9/R AB BRI CBt0R2D0 = O Rase ➢D-]61-ISA I'm 005-0-21A Q OH. It. U.,B ABILI Bluff O BACT R DEscaIBSWED AT pK THE BWR .. NIAHRE I I.ILYI(RUST ITACT TRACT CHIRED DESCRIBED 1 00311B2 20 WO]I165 North College Ave. e: 902-221-6605 JESSE WROTH: GODBE2, A. LIN.. TR CT BEICRIBEO W BWH 2129 Al PILE 0502 $GLE Ix rEEI rr .......... �.._... ._._. .......__ I y 111C BWP .NOVITNORN• NARMITE / .. OF THE ' ' DANELYP THE BWP P, RrER . s DfN cnOv or 'RUST 'r�.. TRL.CT CITY Of ET. / R...1. x COLLINS GWSM[3. 'KI I oesl DESCRIBED COLLINS .05 LINDEN .w uxD D[.XRiem .1 T R.C! dedi,E1]5' I's LINDEN EACT / DUCi TMCi DEWRISED DLYRiBEO' ' REC' / DESfAIBED1. p6CR BEp 11—:. T= alOW11165 REC.I .NO N'C:l 112. 1 REC. I REC. I (P.Rc¢ �qp^CN NXM. S. 2WBW69.: L�M5 ]Si R 6.3i6] / / =_ = g L _ _ _ _ _ END WORK i r LINDEN STREET ST. 220•41.25 N•1]3]299i / wl_L !� i AN, NO Po CoSN D ^ No CD POw Tpx INC BAST IP1Ct JNDEN iR Ll DESCRIBED O ES D \ 3ry BOO BOD LIDEN ACT DESCRIBED 010. .1 / P.�4C a]2 I BEEN", / _ - As Constructed OWNERSHIP MAP Project No./Code No Revisions: STE Me55-093/16938 Revised: Designer: 1. wENCER Structure N/A Detaller: S. CARISS Numbers N/A Void' Sheal Number C-07 Sheet Subset: CML Subset 6Dttle: I of 1 I a azcw ! AT D I I ' TT - CURB PET UPx T., ]9.1 SITC C gTCC.X1N])59 SY I Ro u Y(w x PLUBlcrnE � ® � I B ywcm vD u i NY_ Of PAv[u[xr Rmo¢ ux Lr ' t R[uovE 3o Lr cuPO ADD wnER I t CURB AND GULF'. _—_—_—_—_—_—_ LINDEN ST_ RLUDRE IT. I \I, I _ CURB AND OUTT[P ..- Cur, REMOVE Ay[vACE 3 REMOVE 15 LF REMOVE 64 4 SY 36 IF Or WEAK x 1 PCUCVC )]0 Sr WAADI LLNB ND W [R—�XVPMll 1XV[MCN .If L RAILROAD 1RKx Us / -- J Is IS Q' 1v W J wcJS Lr �7I}(}'0 or PAVEMENT 1.MIKA _ IJ C ARELIEVE I41.4 Sr AM S ., CNUPB R[IURx M1V1uI PAVEUExr lye }}} l Y •— J ♦♦�_CSEi IC G 1. X C40+E 11.5 sv TO ]5] ITTREMOVE M C.TER 1 e r REMOVE 10♦ Lr KIORFENCE INT ER wµ1 (SP[Cul) pKAMP P(uO.f 1. 1 SY 16 REMOVE J3.fi SIXRCYpi ♦20 SY A$PW1I PAVIWU1 SA REMOVE JI OF I REMOE lel Lr YCfWALK SITE., CERB M GUTTER LINDEN ST Or PAVEMENT - — - — - — - - _ _^^ REMOVE s (R POLES 3 SLOPE PAN N= SOMWi 13.8 sr — ? TEXI ♦1 ] SV PLUCKS 1J.J SV RCYWC 9.3 SY J P CONCRETE PAVEMEN! REMOVE BO Lr sC[wALF _ _ SDLWµ CURB N GUTTER s e REMOVE MI Sr 1] �'� ` •y _ _ _ REUOVL 55.6 sv PUNTER ATIt FU (SPCCYII b YDE«ALx AND yocxlx E 16 \ _ _CwxON GRECIAN_ — i S v 3M r(HC 061GSF 3 SE REEKI.1J3 R[uDY 3 SY - � ] ASPwLI PAVL4ExI I%T 1 PEUOVE BKYCLC PACKS ) REFERENCE NOTES: . PEMOVE AND C5POSE OF EXIST AS KILLINGS FROM unun PROJECT. ®V 3. REMOVE AND g5PoSF OF COxT AIE SLOPE PnNNG. J. RLUWE OCNCH AND PUS SHOM SIGN. COOPERATE WITH TRANSFORI FOR p$PoS4./ytvnLE/PCwSiµVilpl. ♦. REMOVE. DISPOSE Or IENCVvnLL. 5. PROICCI [RIISI WL TELEPHONE RISER Ix-MCE, 6. FRO CLI [xlsiNVO TRACK AND CROSSING PANELS M-PlA[E. ]. RCADO, ON' Cru"I Or ,.AT, Aut BOXES AS xPCE B�VAPDS, 9REMOVE AND gSPESE OF EXISTING METALSCCWALK CHASE. SCALE IN FELT 0. ADJUST FIR[ HVOOFF AS NECESSARY. REMOVE EXISTING BME RACK. CDDRDINAIE WITH LIIV OF FORE COLLINS FOR SALVAGE,li, PROTECT Ix-Pu[f EXISTING ACTIVE RAILROAD CROSSING SIGNAL SYSTEM. tJ, PROTECT IN -PUCE [MISTING TRAFFIC $REAL SYSTEM, COORDINATE WITH CITY OF FORT COLLINS •. REMOVE AND DISPOSE Or EXISTING CREOSOTE LOG PARKING BARRIER, KIND UNDER CLEARING AND GRUBBING. GENERAL NOTES. 15, UTILITY VAULTS 10 REMAIN, 16 REMOVE EXISTING REINFORCED 5 RR, (XGVAIE J' OF STRUCTURAL GCNFILL 1ALLINULE . PROTECT L EXISTING UTILITIES P. 1). ERR Who LIGHT AND UTILITY POLES WREMOVµ OR RELDCATON eX OTHERS. 1B. P[MT2 TOP JOF EXISTING CONCRCTC SIGN BVSC, 3, REMOVAL Or 55NS. OVERxUD LIGHTS. A]ID DI MOLL BE WINE BV OTHERS. J. ywCUnwC IS INCIDENTAL r0 THE WORK. Print Date: 4 272011 Sheet Revisions As Constructed DEMOLITION PLAN Project No./Code Drown Pile Name: C-08,0MG pate: COmme015 Init. �//''!!����I°•^ III Scale: - Vert. STOOD: As NGts5 _ _ _ /_"[��'�[_)�Nl �:VLI 1S No Revisions: STE M455-093/16938 Unit InlDrmatiOn Unit Leader Initials O I �/' 1.. ,� Revised: Designer: J. WENGER S1ruClMre N/A JN C IM III SIR MO OERR a014110 BDIN � 281 North College Ave. Delailer: S. GARISS Numbers N/p ,aR . WA YAmc Z-RI-ISA FAIL Phone: 902-221-6605 VOW: Sheet Subset: COAL I SMbsel Sheeb: I E[ 1 Sheet Number C—Og — 1.1 s _. — ❑ ❑ ❑ a 6ECIN WORK 'x uNOCN STREET STe 210.26.00 Iz 0 6 _ �131 765.3I 66 C-195561.36 W 'CHEXISTING 211,00 112.O0 213.O0 21410O M1 00 21 _ _ _ — _ _ _ _ N 41'3950_E ---`---�--- 51 1 55e.z9' J1 -�s1.21..90..6 - 8 LINDEN ST. — W1C1tsECIgN OI r 2 212 ❑ `� o �— �— a ❑❑ ---_ W I ------- r Fn I l i o F- j 1 I L__ I ® _ ; r I o 21x.W no.W 220. z5 ' _ae _ N `Osa'a6 ... 00 - —_ _ _ 222.97 _ LINDEN ST. e r v== I r I... =— /� Lx0 w0Rx WO6x SIRED NIn 220.41,25.1,1] 92 +v f .1 •13252s E^I962.35 xG O xO aO Tcx Easuxc .1 m ITT xorwinsuii ww1 .G+mo cuR°"ri i:e�iEsownER 2. nLL 1bWIs ARE rWv LWE Vpms wlat 0ote: e n zon Drawing File Nome: Sheet Revisions As Constructed ROADWAY Project No. Code C-09.OWG Date: Comm<nta Inil. Q�ei� �- 1-1'"^� 1 Henj. Scale: - Vert. Scale: As Noted _ _ _ '� I L�l�, 15'J No Revisions: GEOMETRY PLAN STE M455-093/16938 Unit Information Unit Leader Initial O * AXE IA6 3EL 91R a116% O)LwuOO O ' Revised: i Oesher: 9 J. WENCER Structure N/A PIeue M ]G Im N1N FApy.gy 2IA O 281 North CollegAve. -6605 Void: 0etailar: S. CARISS Numpers N/A Phone, 907-221 Sheet 6upset: CML Supsel Snttls: I ol2 Sheet Numper D-09 POINT NUMBER STATION CENTERLINE OFFSET DISTANCE OFFSET NORTHING EASTING POINT DESCRIPTION POINT NUMBER STATION CENTERLINE OFFSET DISTANCE OFFSET NORTHING CASTING POMTOESCRIPTION POINT NUMBER STATION CENTERLINE OFFSET DISTANCE OFFSET NORTHING FASTING POINT DESCRIPTION LINE TABLE CURVE TABLE Cufi2 IENGix Pnaua LI 2U ImN IN L) I,IB eW CB 41If bi Bm Is Bm Ci B]B LB b mm %m Y 6W III 1.11 6id Lh C) ]m % M 11. Is 1. .11 Bw BM CIB Itl 1of CIA 'mA m LAO 1.11 mt ED In %B IF, a s 1. 1M .M I. Ol.. CN Wl ads I. WTUPED `N 51B Dm b IOW L. tolls 11 W9tl BAND WnEN 210•l9<5 .1B 11011945 649E Iill"W IA. WTTEN 11M29 C5 1694 EPPo 212.2921 2163 215H405 1980 )10.3064 1111 PAw 111.19ll 1810 tA% CANE PAMI 215w7.55 19 ]I al"tu1 .GETTER IC lIM)I)6 11.15 e) 212.61.15 fl. OWUERAw SIS•m. 71 111. N]h. CYRBAIOWTIEA IT 1IM39.B9 1,1) b 11).6sN 1].19 m5.6991 Il.l6 I.R. AIOWriEA PC 21",. 3329 Ill%B% 211.]6S6 23m %1 21S•lA61 Is BIT Ich., Cwl.banERPI SIb54.91 I1M 231.B].lt 33.14 211.91.16 35.5e IINIB41 1...1 l I0.B2OR 1I to tllexen Rii 212.91.s5 3550 CURE AND.Ulm .v 216101,21 15 BE lashf.w CURB PAMB ]10.05m IL Is 11 lll.Ol os 3550 216.00.26 11 In 1'.YIRee CUPS RAMP II I.15.19 31.AS 113.0691 3550 2.......6 3B BE Klan 4 a. Is ]II.16.W 31,J5 1I1.1I91 3550 216.110, 35 Sp IJI%!M IBSvo.X N 1.Is Is 11, 13 pWEW wPW 113.1241 3S 50 216.5702 35.50 11)NANLls )I I. 1. 3.11 .. .In Ga PI NIHS Is. .PA.v IN 216.6702 Ism 1.11, .1y3 1. 111,2. 97 186s CUW AM WnGIC Dhsl IS 116.]302 35m 16 211.lEll IB la 1116L.b 1%%)I! CW B A•O W11. PI III. B9 I. Issh. pWE PAw xl]H294 3Sm RI 211.319E ]tax I Le. µO WnEP 213t% 35m MrN RAMP 211HBM 31m b)Is31 11 x11H).16 2130 -.RI BEGIN CURB AW WTTR 214,27.32 35BE 1'..1,11 CUPS n1O Gumn, PC 111.12. 35m )➢, 1241 1. IS 214,3207 Ill TE ]D•)Bw ISso 1. E I I,ri CA 1.11 111.41,11 ]l,lfi 218#2407 3$m 0-0 AND 0UTi[R 111.0 Bs 1B.15 31..4291 lo.3B 11.-PIN 3550 211.11711 2B.14 uO WrtEP H, 214,41N 203E µMFRIC 20.00.1 IS y) NI.E)ES IB.M 214.51.16 x10} I.. 210424M lim YFtl% pNERun }I I.M.TI 3374 114.1.6, 13W I19•MM Ism I..eB9 ENE RAUI 14 311.9835 35.m [YR NO BUFFERIT2II•M 4. IBPI 219.M 16 35.50 CURB AaID Ill IC is 112.N.I. 35.49 CURB- 2h.6B.69 35)} EUM. u4 119.9t.6 3369LfI 0! 213,PLII 11 IS D11,70.51 4103 Ll>Dlbi w1.M lm.]l9B 19.31 Calls ANOGUiiER eL 11 }11,.Is 1545 114.)098 41IT ho,Vl.6 1e01 }13.14.10 3545 31I.7I 533E 11M5191 10.19 'No CURB WT2x in 213.511B 3Sm 1D.DER 14.14 cmaAND Wn[R Hi 220.21.96 I. 213.$).59 35.m I%Fix IIS.I3M llm 220HU.S. IBM x11.93 19 lSm 11$."V 25A1 GHIEF 22013I,86 1.. 1: pp CURB - SO.99.11 Ism DWIle li% Z3o.I. I nos CURB xnw 114.20.AS 3Sm A•O BUTTER IC 215.3B46 19 B1 23M42, 36 1295 l M.2S.10 33.74 WRB AID Oun[R Ii 21s•)4.Is 1B B] CURB ATICO TRR II Us 214.40 IB 05 hli CURB AW WTIER IC 1h,42,IS 1891 NOT US[p 214,42.12 1]91 I1,.s2.ls 10.81 WnCR PC IF 114H640 TJ 91 xls.ss 11 2a 19 GFE.IT 1. NOT Is }M.5258 D91 EN IC 215.6NM 3311 �l 4 IN )14+6225 19u D1.]31l 3550 .1 UYD 214.7197 111E CU,MAIN 117.1S4] 3559 x14.]662 1501 1. CUNBUOWTiRK lll.299] 3Sm .I 214•7942 4501 31.2) IB%SI.W 111.359x 3Sm 1%Meb CLRBMMI 214.56.N Itl] 41 x14,79.12 1.B7 IIll. x 35s0 CWBRAUI 214.H.4B 119) 21U•29.81 61.16 GIN CURBAAND BUTTER IIHIN.15 35m a.,, pPNE PAUI Till".45 1.20 .! 21M29.Bx lr. a A.% 117,7111 35m 214.564S 2,29 H lHP29.83 519E hei CURB ARD WTIER IC IW 21B.m.1S 3Sm 314.N 4$ 2038 1.If 110.x9Pd 51m 1. ,, CIPBWUI 210.m1s Is.. IbIMM II) TI.-M.1 2285 IKYIy fJM4 AY 11.12IN All. 210.1001 3s BA SH•u11 11R IyBI3]0 CxWNNUCK IRGUBI H 35.M CUR wAm 21B.M19 3].1. 1T..9a.56 3411 3cilli GW - m 1I. S, To. 19 CURB MMI 218.)0)6 17.14 LWBUO. H, PBHD 42 131E 1%Rlb CROl91Y. 11 31o.5AB2 290} I.,.s WRB AND OUTTED IT 21B.I3S6 I6.m CLNB nND ElUTTEA IT 215,1243 3323 newel ROeJWAL! 10.66H 1s02 Ba. GUTTER IC ]19.8513 Ib.LO 21s.IG 13 ]O 56 1.11 RO%WA1% Al 11b,ts6 is IN MOUTRx Ii 219.B6B1 I&ES SI1.32.3R ISCH )Bt2} ROUIWALP $1M]A91 35.15 219.91.81 T63B 'CIn% IIJI 310.)917 3Ta1 111%H IB%21. LVPBANDWTTER1] 110 2m•1JB3 17.6E iGm,B 1%92X Ill "Bho-0 Reses BE x1I.L. 32m 1%Bb.b 1. UO WnR IC xm.x4.v T2m 1M'3. RE cas WUP UP 3I IHHBE 35H ani CWBAIOWTIRIl IN 315.I9I] mil %M Ian., h IHM, 5) 292] 1.. 1.. AIO WTIR PL nt 315.1.9E 48101 1. Is CNECURBARE). IH NSIEW 4)p5 IOSMAI CROBMALM I H-12m 1299 CURB AID BUTTER II 315.IB as .501 WTRR 2U•%A1 ]5pi Iny 211.38.)9 119E µUW11ER I)) 211.2..3 31.1 tI.%1B Illupn CR00BWn A III... 21.9] ND Ou11E0 111.24 ES ]9m lI)IL I. CVMtARALK 111.]351 21.96 IO BURR IG 125 211.211A 26.1] in 1ll.)6IN 2201 NaM% W b CURB AAO aUT1R IT 315•I3.19 21]b n11MA CWB IMUR 312.2346 2230 215..).35 Is Print Date: a 22 2011 � Q 0 Q Sheet Revisions _ �� ^C /_'[r�-1I66J I �.�/ `.J 261 North College Ave. Phone: 907-221-6605 As Constructed ROADWAY GEOMETRY TABLES Project No./Code Oro.Jn File Name: C-I HIRE Dote: Comments Init. No Revisions: STE M455-093/16938 Horil. SEEM: - Vert. Scale: As NoleO _ _ _ UNl Information Unit Leader Initial Revised: Designer: J. WENGER Slrudure N/A Detaller: S. GARISS umbers N/A YA E IM Al; SLIT[ a WMI( MOU10 am Jbe: JN-)64-IZ I". JO hw-)IJB Void: Sheet Number C-10 Sheet Subset CmL Sublet Sheets'. 2 0l2 LINE T.OBLE LENGTX BEARING feYfegE 117E 'u%'E AItlE fEbf Nf'A• ]»e Ma•9•A'E efN NB'11'.BE L1J BW bf•J1'SSW 6b'J9w ]1M Gf'31'!1W BnTlPo4 8.f')1'6Tv L18 e1TpS1.1W f41Y B%3P Nlo-.:mvB lX xv 8w'lTAE M1 �f'1bw LID ll W mm IgilbE➢ L. roi lsEO WiIAED 4E III ❑IICWR II' it IF i i a 3 LVCII P4.111.11 X11CSHOLDI1 r4 .111.1. CL 4971.03' MPE51gL0 DOOR THRESHOLD I rt 911.11• It11 11 9 as .D6STEP RUSE I I 3 1 ' D [rRNW 1R!Cxl.µO TFOSSIL P.:ELs BL /ORN[q ' S'Fv [ ' FA. LE CBILG COgx1I ' .I r�Y 7Ill FINITE. WSiP[[i 5 5 Nln 0 $...Z6 • 31 65.3] v Z \ 11 \ $ V 1A y-19555 ]6 - y !CN Ex51m0 Fw $ 1 $'1$ 1 �w t 5 e 10 \ • /- \ �EEE\\\✓✓✓���,111���```---[[[��� �rq \ DSO \ y A e` NP Z w _ I I $I$r00 YIS.W J$ZO' r j $I.rW ! \ V/ ]-ISrpO /pL B 3Be0L' � \'al j��'�1' � s � �D$1=_;I N. 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HEEEis E1Ja COMsT MCTRW coNgFi. .SEE LExiW4 suEns FOR CCTAnS J' CURB IAP[R TROu RULPO/.0 CAR ' IAnExItlH Or MC ENGINEER pq gESOLYi. LAAHS. SEE SHEETS CS-01 TO LS-0., MR sai STREEISEAPE SLDPE COxnLORATITH AND SHEETS C-17 10 C-19. 1.. 5. C=TNVLT ACCESS PMIP PER UMUER COUNI SID OMWWL 160J N10 16W. 1 LWSSIxL. 5CC SNEEI CD-1 DETAILS WstALI SUMANEK pWN (CONCRETE CHASE) NLET, SEE CCTUL ON SHEET CO-1. CONSIRKt CONCRETE CROSSWALK. 5[C DETAIL ON 511EE1 CIL O I l fi WTCM EX511XG fLGC OP AyYMLI WITH NEW ASPHALT. IS. 1, rOIVP[ ONCI ZOxE RULWAO LWSZx4 SOw Viwigx By OMEPS. ARMMSO RUPoPARI CONS1RO im, G$[LCM (M.). y Ll IN FEET - 4985 4955 4980 49BO R, W^ A ST. �: PA 1.1.3 R ^e M lTA� PA 11.16 J9 R n $ RA 5 . PH � .- AA $lA K 11N N LTA . ] rA g^. .ILV-1.91399 o. - 0.91 My . A.o. - ;e>Z.e) m _ va EAL «4975 v: 16, 8 :o�= �¢v°iee- Ao. 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CARIS$ Numbers N/A Sheet Subset: CIVIL I Subset Sheels. 1 of6 Q Phone: 902-221-6605 Void: Sheet Number 0-11 I ALL FAR EIGRGRADE S RF CED SHO-w.♦r CH E Uun .♦NO CROSSFROM I ALL AGE a CURB VARIES ER 0 %AND IS E NSURFACED SHOULD WUNI Gmwc LINE A IUUC s SLOPE DEFACER D.$z 4V0 3{. smEw'4V CROSS YOKa Slue m ARK0 BASED ON 1M a CURB MY CRANE DISCREPANCIES sN♦LL BE BFOUGt TO THE tLEVAI. AND nML♦ GRACE ELCV911pNS AT Gnl-a-NAr / I i 10 ♦966.89' WILn E[LIxG F I- REniq a THE ENGINEER FOR RESOLVE LIUIS. SEE SHEETS CS-01 TO CS-04. FDA yDEWµ+ AND ♦B6].]5' 1 I I I 16 SIREEISCAPE SLOPE WxnCLRAHCW / r WAY µ i`� ICN CY91HL tit ,2 Y{ 7. ._\.-q]�.. \ z ' \ �♦ 3 19 %\u ' V-----�— ♦ '!W: / • 6e I" vJav (Jj 'aT '°m ]9-�T _4 I� `\ ] -_ y' \ � ___`♦3QB=F,FG`\\ IM��3M♦%V 330. B.i5 331 +00 �\-ll- \ i1B �00 - 119i Wi I.t \{ \\ \_p[NOIINEEI - --'�� % LINDEN Si +..� `/J♦it.J H 310a IS /11��� \ 09iw 6 IA953Y9335 u /1 i J / \♦E16]3B.J5 _ WrcH Cxlsrwc — — ` 9 ! �3 / IN UNNWS q\\ SISIALL MBN LaR1ax Tot � �j O�4REFERENCE NOTES j O e__ J�a FG ♦9OR]7 G .IRIFF � w$lµl CT RSPWLI RAN E SEC MwL RSECTORS11 SHEET C-01 wa}µL 510E µ OMnI (CONCRETE CILISC) STATION }19.]5, YE GE1uL ON ' �� BRING CORNER BLDG CORNER 3, CONSTRUCT CURB AND WTILR ttPE I ($CCIgM B) SFELW. SEE ttP Cµ SHEET CO I6 YC110M Sn[CE C 01 Nq MIAryS Ox CD-1. 10. AOMi vµvE BOII 10 WICn ]WRNLO CRACE. APVRO, BWNOWr WNERL nx5x LR]LES uLL BC MLR ], CBNSIRaI $IaWµe YL LANDSCAPE AND StRELIYAPE PW'$ uA OEIARS, AgNSi WxnOLE 10 NA Cm nx6n[D LR]M. THAN EA21WL SURFACE TRADE Ai glLnl-Of-FAr li4a ♦, CpN51R11C1 CONCRETE ORNER," ENTRANCE PER ORNL ACCESS PUNS. 12. IRRIGATOR SEEMS. ME YL =THIN SHEETS FOR OEIAU-S. SEE SHEETS C-17 10 L-19. . ELECTRICAL CONTAR1, IDI. SEE LCNIINL SHEETS FOR art.. p 1 5. CONSTRUCT ACCESS "UP IF INNER I.FF s'D OMwING 103 AND 1W6. ♦. INSTALL SIDEw411. CURB AND GUTTER AT BROLL USE FLOR ME ON STRUCTURAL - ] WICx GISi1xL DO OE 01 A LLLLT AI 0 wR Reer �iHAx lwRn PiOPo5L0 LOLWALN. 1$ WNSARUCIEHL AS EG to M'OSh CWr1ER MEA1ID FOR SECIONAW1CLr. XALE IN Ix FEET ( B) , B. WTCn GISiING FLOwU1NL GU]tER POPE AND CURB HECHT WITH PRpgsED CURB SECTION. 1]. SMELT LEFT UPoR4LIED BFSC11r �� GYULxt (IYP. ). 4975 4975 M %K SIA • 316 10 .-K $1A - ]To x SO 4W0 M IfV ♦BO D. - -J. R - m.v J] M LCV . . To A.D.. 449 R - a.p1 T % 4970 f ...- ...._._.... -----...... G 4965 ........_._ , ------""'-- -----_. 4965 w .- _------- _ - --------- ..__. ..-....... PROPOSED PROnL[ Nr uN x PRGnL C[x1ERux .-.lbi /r[A4 I 4955 a 4955 3 4950 4950 945 4945 a _ to 216+00 216+50 217+00 217+50 216+00 21e+50 219+00 219+50 220+00 220+50 221+00 Print Dole: 4/29/2011 4=_ C= � Sheet Revisions I � of r- wN►^-1I �5�. �^[�0l�-' 1 l�'�i�l—lII q` I ' I d 281 North College Ave. � As Constructed PLAN AND PROFILE STA 215+60 TO STA 220+47.25 Project No./Code growl Nome: C-12DwG Date Comments Unit. No Revisions: STE M455-093/16938 Hart. tate Scale - Vert. $Cole: As Noted _ _ Unit Inlavno Don Unit Leader Initials Revised UBDi WENGER gner. J. Structure N q / Detwiler: S, GARISS Numbers N/q M E. UUI K. SUIT00ERKR, COLOR10O WXd Sheet Subset: CIVIL SN6ze1 SM1eets. 2 0l6 Hw RZNw,R w. FRAN, X3-]Bb15A Eq. ]W-860-1139 � Phone: 907-221-6605 VBIG: Sheet Number C-12 � III II III le t , I , I I I I — 0 In I I ' B[ `•v'4�.� 1 I A''r \ „� ADO\ `\ vcuAL ca+Dml aw I W NSIR' 'a uuAiss _ {- C 913e1J6 .1 \J LNDEN�$T ' N �- wrorntLEL[[Iglt4'CCNOVII YLLM 1110 ^ -I / / / (1 / GI.IIOx YEE1£S(1W) I TIC W Un $tt.w M5� UPB iTE' -1 w -. • Kcc 15 h�I ' TOO •_ �_ Imo_ ''.J—Y �9JLgMCR STA: 'I O.M.]3- ' — BASE OF ���IIITTTt S\ IT -FI❑)/-Q it N ]IJ]6.BJ C-195fitp]0 rc .9 i]33' 14 .9]]ee' I DOOR HRESHCLO BLOC LpPXERN. � x STEP 1 15114]JI �t3.t.37 _ Naas rv5x BIUOE SURFACES SHOULD RTT on BMA OF cues KNEE X osx AND Fix. wiCN ExISXX4 SID RAIN ' ' I E-tsssvJOt', �I CROSS 5L01'FS SxuL BE P>f0 &SCO Ox Oa MC EIEV.XCNS AT rM-Or-wxY URTS ELh.i9N5 AND ENISH CANOE ELcv.hel S AT ..T-Or-w.Y U.Ts' SEE SKEFS CS-Ot To CS-., ne SOCeµY Or <VRB I I O Nrt]ttp3.e0 ]$ ANY 4MaL DISCREPANCIES 5 $ FAR BE Bg0YG11 i0 THE S1RCEl5fl➢E 51DG[ cpxFILU0.aRAV. AIiEMpN Of s OPERVAR SF FROM Fr E. $IOEW4N LRaSs yOGE VARILS lep4 RILHI-Of-WAY AND I E-193903% I 3 I w rfn N 5IA . $ Ed"n.3 EL - .55 vw L DEN ST A0. - As UPRR RN SEA 90 a 8 Aa ve N1, R. IEv - .vJ a R .� . 'ga - RN ELLV A 19fiew 240 Be rN rN SIA vw. -p.vt RN PNA[ S A - mA.e oven] $$_m A - $3I6 49 0 R S . R 4975 ANY _ g g R R R S$ x 4975 q a' All e . w > - - ------ --------... 4 ]o __ s 4970 • ... _.._. RR o Pro" ND 4965 d no FIT q WILL W ST 6k A oxc now xf INT I N 4960 2 4950 9 4955 4955 210.00 211700 2t2+00 213.00 214.00 215.00 Pant Date: a 29/2011 ' Sheet Revisions '` 'C Ans I" @�/ _ - � As Constructed RIGHT FLOW LINE PLAN AND PROFILE Project No./Code STA 210+26.00 TO STA 215+60.00 / STE A1e55-09] 16938 Ontrin File Notre C-L3.DW0 Hori$. Scale: - Vert, Scale: As Noted Dote: comments mR. Na Rev'uions: _ _ _ Unit Information Unit Leader ,H;Col O Revised: 9^er: Oesi J. WENCER Structure N A / IM AIt, A1R Ii0 DLXR O1tma BDlO1 Pbwe IW-1154-15N fa »-p{p4,p O 261 North College Ave. Numbers N/A Oatailer: S. CARISS Void: Sheet Subset CML 'eR "+�'•'� O Phone: 907-2211-6605 I Subul Sneers: 3 of 6 Sheet Number C-13 1 I 1 I if __ L r \ •939 I Gil) a LDtiLD� /\T LINpEN'Si �]rs�l — UNDENo.N51REET .] }5 CL[ClglCELECTRICALCOxq/I ( / ' i TORE i �aELIpN !-B) I / I]i3I9.9] �196]JB.35 LVIB HCNLS En") _ ICH NOTING _ _ _ L It 20'. ]IO.W/ IHSi/.LL COTICN CNflB14 SDECNL (ILr) n-0)/ / LIMIT AND BACK OF CURB �I BE4NOT'S ALL "Nt LL gMSUR GES StI U1.0 LUATI Ig LOPEOS SMILE S N TOR 8CE EO EASED �w N WK9E (INKx LIUKS LL BE LO L4i5EXISTING CROCS ODCVWAY 1 5iW SYgIKE WUOL FI-OI-WV D HC E CS -DI 10 C$ O Fall G101 v-0 LMa[ gXflCDxxgES SW1L B[ B90YLx1 10 ONE SIRECIWVE SLOR COMP .Alg ATTENTION OF INE LNCw(LR FOP RES 0.vt. LOEMALx CROI SLOPE VAPIEs FROM Cm -OF -WAY 0 9—u uLE In rm 4980 A Six . M 6Ev - x,D. - If.9]e5 x9Geb I ]I A. pa SE M - ]Ie..S. Y%]. al. 9 nW S]x M ElEY U. il]•OO .9[]. 10 -I.0.1 es RM S. - 1 [ Y16 SD 90 ew LILY - .960. 4980 ^ 3 $$ . .12 O.. -D. -II.LO I PA S]x-21.b .lEv . 4% n - O.m so 1 5 no. 4975 hn 4975 of e'a $ F p rvILI.Ie ^. 8 -a31 Rx ( .9a9 Rv Dal, •. D. .DS9.w RN L d a V ' 8 Il145 l➢ 4970 4970 RE .. _....._._. ^ F R R o eg » A 4965 __-- _.. __.. ... •, ^ a RR R 4965 • r Wue[ Of Of 4950 . .,s ry - ._ ...___... -. _. _..... 4960 .0 Ri NOTING LBO mxc aow NO ME ._..110% --__- ..-.... 4955 1a955 4950 4950 4945 4945 216.00 217+00 219+00 219+00 221.00 Print Dole: 4/28/2011 ll� O 0 Sheet Rev�s�ons ' .,I 281 North College Ave. HT F RIGHT FLOW LINE PLAN AND PROFILE STA 215+60 TO STA 220+47.25 Project No./Code Orewin Ole xame. c-,4pwc Dale: eommemcit,-fn5 rAsConstructed SiE M455-093 16938 /Noril. Scale: - vert. Stale: As rvotetl _ _ _ Unit Information Unil Leatler Initials Designer: J. WENCER 5tructBe N/A�rT.1eM Oetaller: S. CARISS Numbers N/A E IM AVE SUR NO MIMU, 011OIND M Sheet Subset CIVIL I Subset Lleels'. 4 of +Rme y0-05.-ISA FAIL M-0-]IA � Phone: 907-221-6605 Sheet Number C-1Q I1 I II I I I [0 Wp 1RACIR ANON [R 4xG Vu1CL5 rL ....... OMN IXPL XIXD' fG .9)I.b' EL ....OJ' IXgE5XIX0 II II o + J .... BIOI as ]6 E•195515Ce OOOP THRESHOLD OWP BL CORNER rL B6BOD' A. OF STEP TO AS. E'111 g,ap CD,IMCP I HtA; }ISrlp,}6 C•19503..56 I _I r __. . rL.97049' rL.969 J9' _ �% AND CONTENT. BLL COINER $r5D.J1 31.CDy I .I. I \MJIALL iwE L cu D 1. \ E, "SECT DN ONES1J.W\ tl..oD Ii-al /• ' - ' Cula a rwEl aaFN) CUT St3 ({�L Raw TANOEN STREET � C•,95OR, 36 I I_ ELECTRICAL CONDUIT IIYP9 SPCCAL N\ IRMCMYE(M) \ \ LINDEN-ST A. `6D[Q' .Ate' ExGTNL . I SIGNAL CON, r \ \ IID / _� — — _ — — _- ' III I u !III r1SCROSS STORES SHFULL D0 RAPPED BASED ST.o ii BACN eALl +OEsS SURFACE E,£VnIYVS AT NoM-Or-WAv LIMITS GE nxDCr"OH LIEEvn1pNAFSDWxM-NOAAv LANR SEE -0SHE FS CSOC-pa. wA Of CURB p O , ANv GRADE CISCRCVANCICS SHALL BE D.OULHI IO THE STRTETSCAFT SEEK CONFIGURATION. AnLMgx OF THE ENGINEER FOR RESOLVE SDEAI R CROSS SLOPE VARIES FROM RENT -OF -WAY I , I }0 0 SCnLE x FEET 10 40 498 M STA i11 • .93 40. .,.9 ID }i T ,e SIA 212 OLDER 49> 10 i5 RNASlA i1..00 4985 8 %A R _ R IJ.Se M ELEM All .%eJ0 I.SA 51 LINDE ST/MALt OW ST 4980 R IN ERSECTI N 4980 R - ee R vatl Mt tl v:v d S 8 Rn s - 4975 s S R IF 4975 ------------ ----- -- ' S C Y R . IT P. • .-.--_ _-....... 8 PRORo o ¢n � 4965 4965 �. n orvc rLaW NL 4960 - 49fi0 4955 4955 210+00 211+00 212+00 21J+00 214+00 215+00 11 Pint Dale: ame: Sheet Revisions ///���'��-a���Y�///•••'LL..��_��11 ` =�i"[]fl'l.[7ll' ./^�R'--/_--"�` �— 281 North College Ave, As Constructed LEFT FLOW LINE PLAN AND STA 210+26.00 TO STA PROFILE 215+60.00 Project No. Code 1 � Dosing rile Name: a-15Dwc C-1 Morin 6cole: 1:20 V LS Vert Scale : As Noletl Dme: comments Intl. No Revisions: STE M455-09J/169]8 _ _ _ Unit Information Unit Leader Initial ReviSad: Designer: J. WENCER jlraClur6 N/A JOJ f. IiA AIL, 91R 1W MFMA, CIT 0 NID$ 11me JOJ-]64-ISN p. JpJ-BW-iIN Delailer: S. CARISS Dmbers N/A Sheet Supaet CML SVDifl 56ee1s: 6 0l6 „m Fo•.y.A.. C� Phone: 902-221-6605 Vold: Sheet Number C-15 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM Section 00430 Page 1 1 rL .906.BB' UAICH r ..96575' I NSTNAG L _ ICH ^ET C LAY N� ` }IBrtp 9.b ]}arCe \` ]p49 LYII(R A9sD_� STA \� \ \ IM,-t \uuceT SEC D - calloul' nR1 \ rerx.(s[cnDN11-¢b g. g, °f IOIIaSO-sSO �°L 56) L! \ ]}IrM E•Ip63]).9. \ IRR Iqu SLF[v[5.(IiP\` \ ` ( \ \ •gee \ —Ex9-waw �SiEA E' LIRE[1 aSU ZS LINDEN 6 E �962IB.35 MUCH ES61WL _ — em IF - r•. r _� T NOTESFINISH CRUDE SURFACES SHOULD PATCH[ snuc CROSS IMIT sm� OF oc WARPED BASED ON o - o Dcuae II sVRr6E ELEV.TOeS AT a111-01-BA. Lx Ts LLLVA1LNs AND FINISH CRUDE ELEVATONS AT RIGHT -or -.A. SNUM Cs-ol To Cs-DA. FOR SIDEFFI AND uATs, sa . a .N. "A" O"CREPAw NCTED SHALL BE eaoHT To THE FRUN.PE oPE CONfgURATION. I ATTENTION of 1HE CUORTAER FOR RESOI B.'AAL. Cross SALORE VAN ES FROMFIGHT-OF-Ru o xD AD CAr-� SCALE IN n[1 4980 m sE RM CIEV A IF R 9m.b Ape? _I 1.31 4980 4975 $ 4975 g S u R Ev 4 AD .eb AD. }3 SAss 4970 see 4970 ] -------- ....-_.--- _......... R S ^ 4965 ` E _' g 4965 _.___. ._, ------. A LwE.__.___ 960 - 4955 to- LR allo no ND uNE 4955 4950 4950 4945 4945 216+00 217+00 218+00 219+00 220+00 221+00 Print Dote: 4/28/2011 Sheet Revisions - l `-J 281 North college Ave. As Constructed LEFT FLOW LINE PLAN AND PROFILE STA 215+60 TO STA 220+47.25 Project No./Code Drawing File Nome: C-16.pwC pate: Comments mit. No Revisions: STE M455-09] 16938 / HI kale: 1 20 V 1.5 Vert. Scale: As NDled Unit Information Unit Leader Initial (� Revised: pesigner: 1. WENCER Structure N/A Detwiler: 5. WRISS Numbers N/q HR#1 C IM A L 91R XO p[N,EfE EI%LPIIp @]tN Sheet Subset, EVIL I Subset Sheets: 6 of 6 to Yo�Ae H. Pluz 308-il NBC %TS-E6D-11A (] Phone: 9D7-221-6605 Void: Sheet Number C-16 usnxc zw Vert, Scole. As Noted lion Unit Leader Initiol Q .'Al E I1U AK, AIR hM pEMW. OXlw am RNr4: X3-16t-ISA FM : U-Bhp-)1A Q - I Q IF lfi' Ll. ,VEWAY I.0 CE55 v"AY ACCESS C ,f 60 . � ~'xpEry 5t. II III I�l I� J SiArr.lA I 19 o,,flv'.newLY Acc r9 ]0 s=-oo1z9 � s-p poep Ex Rant, GRDIiO —>FDrOSEn-cgpuxD e' (cuss' (COLOxEO) a coxcPEEc n N r n r r11 ^ ry r `rtCollins 291 North College Ave. Phone: 907-221-6605 4995 > _Ex15rINGGAW 0 I s=aoxm W 0 -o0C12 -- _ PgOPoSEO GPWND 9 I. CLASS. B. LONL¢E2 (LOCO PEi) I I I SEA. 21310 'S. RL I LINDEN 5E. -a I 1 I I I I m c cgouxp ; Vg CLASS 19 CLASS B CO Co., (COIAFELg it, IrW 1.10 Ir30 Ir30 Ix AO Ir50 1160 I.W Irlp lr]0 1. ]O 1x40 I150 1.60 340 k 350 LINDEN ST. PROFILE 360 LINDEN eT PROFILE SCALE Ix FEET REFERENCE NOTES: ' INSTALL COHLfl EiE FIVE NL Ni DPNMAY. I. MSILM EOLE Of CX RANG w5GML1. As Constructed DRIVEWAY ACCESS PLAN. Project No./Code No Revisions: STE M455-093/16938 Rev sad: Designer: J. WENGER Stmcture N/A Molls, S. CARISS Numbers ry/A Void: Sheet Subset: CIVIL Subset Aneelz: I of } Sheet Number C— 1 7 I I I I I I I I slA ]13r]539 35.Se IT. Q DRIVEWAY ACCESS - 6c LINDEN ST. I I I I I 359 LINDEN ST. F _D ULD 5 1j1 —J-_ Wg e� E.s c cwouNo, I ns Do15� y I.VROGDSED. GRDIIND I9 CUSS B CONCRETE (COLojje_ED) I -I el I I Ill - m� I'm 1+iD Ir]0 Ir30 Arno Ir50 1r60 359 LINDEN ST. PROFILE Vert. Scale: As Noted Gan It Leatler Initials .103 L IM AW. P/R ?GU OEASER, U0itN)0 W203 l� krce: U-764-15M IAS. M3-1160-71M Q I SEA 111*61.O1 155a' LT. - - - - - F DanEwAY Access Lo� o LINDEN ST. I I I � I I I I 405 LINDEN ST. GRIMED GR010 `s DOeOD-t—G. . 0ws 5,_O 4965 Og60-1EA 51 NG GRO UND B. CUSS a CO NCflEIE r960 (COLORED) r I.DD Ir IO 1+zc I 30 1r4D 1+. 1r5o 405 LINDEN ST. PROFILE I l lc eL Rc MI b ILJlm camraem: �YritC61InS.� 281 North College Ave. Phone: 902-221-6605 19. 3sso' LT. C CESI ir60 _r I � ¢ LINDEN i�EX ING NI 0_C455.B. (cDL G ROPoSED COXCREIE GPOMND eSo) I r 00 Ir10 Ir20 Ir ]0 Ir no 1.5o I.fiO 409 LINDEN ST. PROFILE D� SCALE IN FEET REFERENCE NOTES: INslnu CONCRETE PAVEMENT DRrvITA0, ]. MATCH EDGE Or EVI STING ASPHALT, As Constructed DRIVEWAY ACCESS PLAN Project No./Code No Revisions: STE M455-093/16938 Revised: Oesig neo J. WENGER I Structure N/A Detailec S. GARISS Numbers N/A Void Sheet Subset: CIVIL I Subset Sheets. 2 of 3 Sheet Number C- j$ i pa. I I G ; } OT ]in, }1)r96.1!1.— I Irbp _ _ Ir5 Irpp ).0 E ptMMnY CESS }} I — —r SIw 0.0l.1! Ip.99' RI. Ir00 IrPp Sin }19.1}.91 I]]0'CI, iORn'[wnv KC[5] nL[[s5 i EIISINO 'row i I .I E[e11NG �POw POoIING ? f 4116 LINDEN ei I ' 115 IyeT 41B LINDEN STI MENI .965 496]'e I oYIN z [vR"INo GPI oPos[0 cRouNo e' Cu5! . GONGNET[ MOE, (LeOIORLO) 1 ra Ir20 1.30 I.aa .]o 1.0 1.00 1.10 f 1.}o w 1.30 1.10 I.$a I.aO I.m Ina 1.20 I.Jo 1.4. ..So Lao 416 LINDEN ST. PROFILE 415 LINDEN ST PROFILE 41B LINDEN ST. PROFILE l0 0 +o }o SCUE iN FECi REFERENCE NOTES: iNslu[ coNcnnE R.vn[xr DPVENnY. }. WiLrl CW[ M EX6rwC aVlwLl, Print Date: 4 z72011 Sheet Revisions rR s Constructed Project No. Code Na.m Re N.I c-19,0K Date: Comments Init. 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I I R-.968.IJ' R-.96BCD' /—nYMYI CL-.966.55' R•.96B.1' rR-.96].B9' �i/ FL•491H 2D 4 2 2 I ITS 2 i. coNCXC [UCANDS w1LN$ stall eWE TCONSTRUCim 1 fuss P fL-.96 ^ 3] ^o, '} — ''.`` CONCRETE. 10 necl, AND HAA MEDIUM DPOOU FINISH, hP, 2 R-4968.IA �] 1 2 '�' — — — - ) L•AIN1,51' CONCRETE CROSSWALK DETAIL 71 rL A, R•.96831 — II j kx5rluc (wPPgOi ywICN) -------- REFERENCE NOTES: hhhhhhnVEu[xr LOGE ,� R-.96e.1': P. ET IEN NTTlLMUNC "O'CAls SHEET c- sP cW. sLE nPIUL Oo µouuo 3 —tlY = \ \ \\\\\\\\= \\\� CAPE AND sieEETSCAPE D :. cousrFucrwslDEw0. CONSTPUCi nCCE55 RAMP PER EARIU LOUx^ S1D DRnwING LOJ AND HOT _ ; ]. MATCH Er5TNG EOLE Of ASPWLI wl E4 sP1NLi, 6. igA!!C LGW1 CDNOUR (ryP) —= `L :�\ 3. I RAG TqN SLCEKs (M1P) ' 6. ELECTRICAL CON., Uhr) Print Date: s 272011 Q C= Sheet Revisions ` I I `.rf 261 North College Ave. As Constructed LINDEN ST. AND WILLOW ST. INTERSECTION DETAIL Project No./Code DraNUM, rile Nome: C-20.NG Dote: Comments Init. No Rmi,icn.: sTE M455-093/169]8 Rari3, Scale, - Verolea t. shale: As N _ _ _ Unit Information Unit Leader IHUiOls Revi9atl: Designer: J. WENGER Structure N/A Detoiler: S. CARIS$ JNUrnben, N/A ��■�) m E. IM AIS, AIR 10 mil t1lOfLWO E02W Void: Sheet NumOm Sheet S-1-t CmL I S.Inat Sheets: 1 of 1 I Roc IDS-1M-15t0 On M-11 IA Q Phone: 907-221-6605 C-20 STOP BE61N B _ � aN RfNI AIR n BED w ns I1s.00 6"14."V1001- i 7 �GV Lu 1 O _ _ _ ARA❑ IIIIllII�V—/ I \ G ❑ (ITPI Ie x # 1� xA r R R U ®. THINK Ran STOP 1' uTO�P REPucE 9He 1 I t rye REFERENCE NOTES: ® ® K I ®� tx- STOP BAR LAiEv P.1Wi PAK4FM WORKING. I 1 ® N wu I. .NCREIE GNGG.R InT, �� IRA Mr nun I Ia LI nwn L Aun '. ruxinxcL usELARRoaw i1¢xwPusilc naiuW.r 4.wztR�s- eAR I w,x6 t I6 M136 ' I B. ACC[SSIBLE SP14C aLDWUE 18Wf PARK4C SPACE PuuRO WORKING PER ❑111 \ _v. 1407 AW No I, FUK IU.1 RCAO SIENCILWL PER STANDARD DETUL 1, gUWiNL IA19. \• LAii 6. INSTALL SIGN WO-6 PER 4Y110 AXD .AWING 1411, \ IS 9 INSrALL SIGN a0-10 PER MUTGO AND DRAWING 1401, O. RSTALLWSILx T- AN RPURRD O ORAWINO 1401. AO To RESET zSIT III o-1 AND -UTCO AND DRAWING 1401 1x. RESET cN R x PUCE ON I ER u CU AnD p1Uw I.. 1 1,. RESET SIGN R1-1 AND RI-3, PER ICAND SAWN IA01,1 w INSTALL SIGN WI1-IN NO WI6-9p PER NOTED D D&IING A01, InP118 �< 16. W WiOE DDOUBLE11-2 NYE LoW CEN [RUNEp HEX NIITATTL SIGN TI PER CPAVEMENT D AND ARANKINGWING Ot. g 17. ^NSFALL VERSAL fIRE LANE SIGNS ER SIANMRO OETUL 1. DRAWING 1419 8 00 xl].00 I18 x5 15 l 1� 19.. IID.00 LID. 'x5 1B. AN DRAWING 41 ' PUNT PARKING SPACE PAINT. WORKING. YYY iiisss �\ 19. w10E VUUCLE/SIRE LANE LATER PAINT PAVEMENT WARNING. x0. 0- WIDE VEXIGIE/BIKE -ARE LATER PAINT PAVEMENT WARINO. llllll 16 WATCH CR51 xl.IT w10IL I... CENTERLINE AND URGE GEUNMTOR NAICNINL LATEX PAINT PAVEMENT MMKRIG. I I."TOWN) CROSSING LATEPAINT PAWMENT WORKING PER MUTED. x] &LYCLC W1 LATEX PANTPaVCMCNT RANKING PER DRAWING 1406 s 6 Fes ` _ _ _ IA. -SMP. [TORS TORSI tMENG TKER4pFLASIC PAVEMCUT WRgNL. _ IS -u1EAAD ELONGATED LETTERS THERUSPusnC PAVEMENT ANxI p1 I C x6. WS1KL S N -Iu AGO R)-1m RR MNCD AND DRAWING . _ - - - A— - - - ❑U a.v¢TUL BIG aI-e. R>-ee. .ND Rx-m PER uuicD AXD DR.W.w 1401. _ ❑U 1 IS IB MN I.LLL TUSIDIRAp1 FOR RGUP SAW PER .... I. x9. RESET ANOT ERSORRI NCMN0. PAO IBI1C0 SIGN. ❑ Fa x 1W7_ u0T[: .ALL SAS LOCATED ON THISPLW ARE NEW WSIALLATION L.RpWTE WITH THE ® M ' I 1. Atl[Atl ' GIFT OFroRl COULN5 FOR RENmAN4TIGN Of ExmIW SWANSA. RRMn.Wll N MouH SILK lO HEFT PDIC. xD 0 90 Ao c�C1.� SCALE IN FEET Print Date: 4 22 2011 Sheet Revisions Drawing EIIe Name: C-21.0W6 - of rASonstructed SIGNING AND Project No./Code ®,ON 9 "SSTRIPING PLAN /Nora. Scale: - Vert. Scale: As Noted r- s: STE M455-093 16938 Und InlprmOli0n Unit Leoder IN6DIs Q _ Oezlgner: J, WENGEF gtruature N/A.f05 E IM ,ILL, 9lR NO lXTA D%WDp -712 (] 281 North Colle a Ave. N/AP1eer IRA-I6A-ISA lu-pbp-IId Phone: 90]-2219-6605 Datoilec S. GARI55 umbers Sheet Number Sheet Subzvl: TITLE Sub.t SReeb: I of I C-21 ILI I ❑ I ]10.0o G ]1,.00 - z1z.ro ]1J.ao ]11.00 1 _ ],s.m 11 N I � —mow ���_ _ - ____ L.J.1. L..J V REFERENCE NOTES: (1) 1. ,xn.0 uz rtua _ -1 -1 y -'1 I____ ____________________.ixsz.0 4 .. IE TPo ST <MSIMIC1M1 GSu(xi, sus,uzm coxsmacuox fxzuxcs. lGf4 O lWl _ N1 0 IGJ1 I / zo _ _ m .o SG,i w r[R ] -- 219.W }19.00 -------------------------------------------- il ,o Print Date: a z72011 Sheet Revisions 6ty� 281 N.,th College Ave. Phone: 90]-221-6605 EROSION CONTROL PLAN Project No./Code D,o.in ro. N...: c-gz9W9 Date: comments Ida. Na55-093/169]8 NaI]. Scale: - Vert, Scole As rvioSiE Unitt Inffoorrmo6on Unit Leader Initiols O O O LAsonstructed Designer: J. W■(VCIMML,91RAD Detoiler:Fm O[wfR.WLW NN.1 R,pe. M-7WIUO !u M-W-Ps Sheet Number C-22 Sheet SubaeC ililE 5uMe1 5neeta 1 oil 1 z g1 ABORIGINALIWFORMAIIW FOR PERMrtm PNOSCI2 100 mrp1MAMW ONLY ID FAILURE ME UPS -UP (CIXg1AM ....BE PERMIT - S,O,N ARR UNSEALED, RRMII) A. PROSfI OCR MVNIPIYx- PROSCI INCLUDES ML RCC615mUC11W OF THE EXISTING UPB N zRFFr, LaAIEo NORTN[AST ar WD Form FORT cauxs, Eo. RECONSINUCIIW ID INWOCC INSTALLAnp OF CURB AND WITER. PAYING AND GRADING AND INTRODUCTION OF SINCEISCAPE AND LANDSCAPE ELEMENTS WITHIN MC R,CHI Or WAY 10 ENHANCE DEVLLOPMENr AND PEDESTRIAN ACTIVITIES 9. PRt1PO5fN COL Ixr Fdi u. ±R . v 1. REMOVAL Or PAVEMENT, EXISTING CLHe AND GIVER ANpcFENL[S 1NIHIH ME RIGIITOF WAY. ], RECONSTRUCT AND FINE GRADE THE ROAD CORRIDOR, 3. INSTALL CURB WO GUTTER, ACCESS DRIVES AND ADA RAMPS. A. INSTALL LIGHTING WALKWAYS AND LANDSCAPE/STREEISCAPE CLEMENTS. G AERATE fl r IRBANCF' LL ACIINM1ES WILL OCCUR IN ME EXISTING ROADWAY RIGHT OF PAY. IOIAL AN OF CONSINVCM1M SITE. 2IG ACRES IOIAL AREA C! DISTURBANCE: }.38 ACRES ACREAGE OF SEEOw4 B.I ACRCS D EXISTNG SEE DATA 97 15 AX EMUNG WAD COMMENT LOCATED IN AN URBAN AREA OF FOAL COLLINS. CO. NL SOILS UNDENLYMG THE AYHµnL PAKUEN! CONSIST OF CLAYEY sAN05 OKfl SAND AND DUAL YAM COME OYERLYMG WEARKE ED sANOSTME ME C4RY SANDS WERE GENERALLY MOST AND LGOSE AND THE SANDY CLAY WAS NMI AND STIFF. E EVIPnxr rirFTAinx "LLUMS FERIFINT COVER NO REAL EStABSIW UVEGETATION AS IT 15 AN CASTING ROAD CMRIDGE 5% F. POTFxTA PM IlAulc �n FP SCE FIRST CONSTRUCTION ACTIVITIES UNDER POTENTIAL POLLUTANT ACCORD. WWITHS SHALL PION C1 A LI 1 Or ALL POTENTIAL POLLUTANTS WD THEIR LOCANONS IN ACCORDANCE M sups[cn ID z5. REFEEHING 1, RETINUEwCCAT1}JS EXISTXIG PIPED 11. GRAM SYSTEM WHICH CONSSFS OF M' BEWWRCCp CONCRETE PPE, T= MAN SYSTEM LEADS 10 A STORM BEAUTY MANHOLE BEFORE SEND OISCNARCED Ix THE PWDW Ac,Cl $. NAMES CF 4[CEINNG wARRES) M 91E A. ME ULTIMATE RCCE1xxG PARRPWpNE RIVER 3. DISTANCE NnMATC WCIBURD WARN IS FROM MgLLT, GASFEET A EVES THE. OECDINNG WATER .1 AN APPI TMpI AS V fAWNpWAILR cT0 'lpmWAIER MWATERINO DISCHARGE 10 ME GROUND OF WATER FROM CONW STNUCM1DEw ERING ACTIVITIES MAY BE AUTHORISED PROVIDED THAT: • THE SOURCE 15 RRDUNRANTR ANI GROUNDWATER COMBINED WITH STORHWATER THAT GOES No CONTAIN POLLUTANTS. ME SOURCE AND ON PS ARE IDENTIFIED IN ME SWMP. I . "UMARGES 00 NOT LEAVE ME SR AS SURFACE RUNOFF OR TOSURFACE WATERS. z.IF UGENARGES M NOT MEET THE ABOVE CRITERIA A SEPARATE PERMIT FRRI ME DEPARTMENT OF NEALiXPULL BE REWIRED. CONTAMINATED GRWxOWA1T OEWIRINO COVERAGE UNDER A SEPARATE ALTIiNnDs, INWSTNIAl-N0111TANDW P UMESCONTAMINATED UNDERGROUND 5 ORALEATANSAFRW A L W WILL. L EN1"CAN. IA L WRIMID IMPACTS RNO z. H@uM IUReOS No G, EARNED AND ENDANGERED SPECRI NONE 9 SITE MAP COMPCN NTc TE-CONSTPVCTIM a ��B. ALLSNONN ON PANS fF pcTIRBANFF SHOWN ON PLANS C, AREA ISOSHDNN ON PLAINS rae 0�0 NJ E. IM Alt. NR 110 Of PI'm ICOLOPILOPRIMEJBS-161-IAA: .101-9fiD-712-TIN o. BROWN a PLANS ANN NAME sHOY.x ON RWs C SHOWN BIT PEWS 3,SWMP ADMINISTRATOR DESIGN JASON PLACER, PROFESSIONAL ENGN[[R AT NOR 4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES ME OWNSUstCIOR sxm PwoB ru m[ ramwlxc: (10 BE FILLED OUT AT ME OF CON51RUCnoN: OESIBNAIC IH[ INOINWAL(S) RESPBHSIBIT fOR IMPLEMENTING MAINTAINING AND R CNLNB SWMP, INCLUDING THE MET AND CONTACT INFORMATION. ME ACTIVITIES AND B. RESPONSIBILITIES OF THE ADMINISTRATOR SHALL ADDRESS ALL ASPECTS CE ME PROACTS SAWN.) N EVALUATE. IDENTIFY AND DESCRIBE ALL POTENTIAL SOURCES OF POLLUTANTS A THE SAFE IN ACCORDANCE WIN wW BiLCNlG7.a AND PLACE N ME SNV NOTwWK. ALL BUNS RELATED 10 POTENTµ POLLUTANTS SMALL BE sNOW1 ON THE SMWP yR MAP BY ME CONRAGTORS [C5 C. PNACFn B u DURING CECOIK FIELDS ARE MARKED WHEN USED Al ME SAMP. DURING CONSTRUC1Id1: THE ECS SHALL UPDATE ME CHECKED BOXES 10 MATCH SITE 'OWTIONCONSIRUCSTIONL AND M[ IMPLEMENTATION IMPL8E THE P BETROTH NASES OF HARRAMC To IN' TABLE OR TO ME SITED OF ANPCONTROLS ADO MAP DESCRIBING WHY THE PUPS ARE BEING USED IN SPECIFIC LOCATIONS STRUCTURAL BMP PRACTICES FOR EROSION AND SEGMENT CONTROL PRACTICES MAY ELUDE, BUT ARE NOT LIMITED TO. ER09M BALES AND LOGS ARE TO BE INSTALLED AROUND ALL EXISTING STORM WATER INLETS AMC GET FENCE IS 10 BE INSTALLED AT ME EXISTING WTPALL FOR ME PROJECT, As Constructed SWMP CONSTRUCTION No RRKPRi.DS: PLAN SET Revised: VOId: Eroject No./Cod, STE M455-093/16936 1013 $ne81 Number C-23l NON-STRUCTURAL BMP PRACTICES FOR EROSION AND SEDIMENT CONTROL. PRACTICES MAY INCLUDE BUT ARE NOT Tmrtm TO. -mmwiffm®m • EROSION CONTROL DI ARE USED TO LIMIT THE AMOUNT OF EROSION ON SITE, . BETA. ENT CONTROL GI ARE DESIGNED TO CAPTURE SEDIMENT ON THE PROJECT SITE • COxSTRUC TION DICTATING- ARE BUMS RELATED TO CONSTRUCTION ACCESS AND STAGING. • BMP VOCATIONS ARE INDICATED ON ME SINE MAP. . BMP STALLABON DETAILS AND GENERAL RRATIVES ARE IN THE SWAP NOTEBOOK Drcw,ng File Nome: C-24.OW0 I Dale: Comments V Ho_i2. Scale: - Vert. Scale: As Holed Unit Infarrrla ROn Unit Leader Initials O Lm Jlt E. ION AN, ATI M DEWIER, NIOIDO BDMI � 281 North College Ave. q` Rahn: Jai-]6R-ISM iR: yIJJ-96a-]1ri Pnone: 907-221-6605 0 OFESIE DRANACE RUN ON WAILED DESCRIBE AND RECORD CLIMB ON THE SWMP GTE MAP THAT HAVE BEEN IMPLEMENIEO r0 ADDRESS RUN-ON WATER IN ACCORDANCE WTH SUBSECTION 200.03. I. BMPS SxAll BE IMPLEMNTEO w ACCMDAxCF wlTx SUBYCnW ]CBpL f. 1. PIui TER ERCORM CONTROLESTABLISHED POTENTIAL FOR PpLUTANI LL [A VING THE CO STRUCTiGTE BOUNDARIES, ENTERING THE STORMI DRAIIN EGE SYSTEM` OR ENYxARGNG TO STATE WATERS. 3. PLNUETER COAL DO MAY CONSIST Or VEGETATION OUFFIFE BERMS, SAT FENCE. ERDGON LOGS, EIISTWC LANVOR.S. M OTHER B." AS APPROVED a PERnETER CONTROL SMALL BE IN ACC0.i0ANCE WITH SUBSECTION 20e04. 5. DURING CONSTRUCTION RE TRING THE SAMY SHOULD BE CONSIDERED lmNC oGCUMCxr THAT Is cOx UNMauY. REMEMB AN0 uWln(D. DURING CONSIRUCTON, THE FOLLOWING n[MS SMALL BE ADDED, UDATED, M AMENDED AS NEEDED BY THE SWMP ABUHINTATCH/EROSION CMTRQ SUPERNSOR (ECS) IN ACCORDANCE WITH YCYON 208 CuATEaIAIe M mlNa A KIIBm GRANNPILf M AR1EII c SU D SURFACE vN 1..E. TEAR G CONCRETE, ORE WASHOUT WATER OR WASTE NOON FEELD LABORATORIES AND PAVING EWIPMENT SMALL BE CONTAINED IN ACCORDANCE wnM SUBSECTION 208.05. H. sen_Cumuc FRT PRmrcuDN r 6 INSPECTIONS A. INSPECTIONS SHALL BE IN ACCORDANCE WITH SUBSECTION 2003 IQ 7. BMP MAINENANCE A MAINTENANCE SMALL BE w ACCORDANCE WIM BEEMC➢M M04 (E). S. RECORD KEEPING A. RECOR05 SMALL BE IN ACCORDANCE WIm wBYCTIM 208.01 TO a. INTERIM AND FINAI RTARII ZATION A BENG PLAN SOIL PREP RATa . SFML CO NT10NING OR TOPSOIL SELLING (NATIVE), MULCHING (AGED FREE), AND MULCH HACKMAN LL BE REOUIRED FOR AN ESTIMATED 0.2 ACRES OF DISTURBED AREA WITHIN THE RIGHT -CI -WAY LIMITS WHICH ARE NOT SURFACED. ME FOR TYPES AND RATES SHALL BE USED. B SEEDING APPUCAT10N. DRILL SEE 0.25 INCH TO 05 INCH INTO ME SOIL. IN SMALL AREAS NOI ACCESSIBLE TO A DRILL. HAND BROADCAST AT DOUBLE THE RATE AND RAVE 0.25 INCH TO 0.5INCH INTO SOIL. C. MULCHING APPLICATIONAPPLY 1 % TONS OF iORNFIEO ALTO FREE MAY PER ACRE MECHANICALLY CRIMPED INTO ME STORESTOREwCOMBINATION TH AN ORGANIC MULCH AcanEN. I SPEOA z ME NT HIGH FAILURE RATES, MYMNULCmI ANo/OR HYDROYEONC WILL NO: BE ALLOWED. FIRM. U. RELENTS 1. FEROLIZER WILL NOT BE REWIRED ON ME PROJECT, As Constructed SWMP CONSTRUCTION I Project No./Code No Revisions: PLAN SET STE M455-093/16938 Revised: Designer: J. WENCER StruCtUNeN/A Void: 1 Sheet Subset: CML 1 Subset Sheets. 2 of 3 1 Sheet Number C-24 E. BLANKET APPLICATION y ON ON OPCs AND DICNES FWIW4 LRC A BLANNEI, THE BNXEi SN ALL SE PLACED IN UEU OF IATAC. AND MULCH IACXIn ER.SEE SYMP EON BLANKET LOCATIONS. L. RE[f[n u� PRII TO EW AL ACCCPIµ[[Pw ARUS ANERE ME HAS NOTQRMYNATm AFTERONESEASON SHALL BE EVALUATED BY THE ENZATEER µD CITY, AREAS THAT HAK NOT GERMINATED SHALL HAVE SCm. MULCH AND MULCH IATORIER (ER BLANKET) APPLIED. WORK SHALL BE PAID FEW BY THE APPROPRIATE eIO 1MM. 10 PRIOR TO FINAI ACCEPTANCE A. FINAL ACCEPTANCE SHALL BE IN ACCORDANCE MYTH SUBSECTION 208.061. 11. TABULATION OF STORMWAT R OIJANTITIFC 1. BMP MAINTENANCE SHALL BE PAID FOR AS: 20R SEd MENT REMWAL AND DISPOSAL, HOUR 2.IT 15 ESTIMATED THAT I CONCRETE WASHOUT SI PUCNRES ALL BE REWIRED ON THE PROJECT. WE CONCRETE AYIW I STRUCTURE SHALL BE USED FEW THE FIELD LABORATORIES. ]. n Is ESIWATCD AT A HOURS Or LABEN. BLADWL (W-125 HERSEPOMER) MAY BE REWIRED FOR MISCELLANEOUS ERO3CH CWTRO. WORM AS DIRECTED BY THE ENGINEER, BOOK SHALL BE PART FOR AS 203 BLA1WNW. IT IS ESTIMATED IHAI 2 STABILIZED CONSTRUCTION LHIRANCE(51 VILL BE REWIRED AS DIRECTED TO MINIMIZE VEHICLE IRACKINO CONTROL. LOCATE BMP CHTHE SNUFF MAP, 5. MAINTENANCE OF BUILD AREAS SHALL BE PAID FEW AS: FA EROSION CONTROL Print Dote: a 272011 Sheet Revisions _:QtYeF S I - ''. ..� As Constructed SWMP CONSTRUCTION PLAN SET Project No. Code 1 DID.', File Nome: C-25DK Date ODmmellts mR. Norii. Stole: - Vert. Scale: As Noted No Revisi0m: STE M455-093/16938 Unit In EOIINOtiON Unit Leoder Initial Q Revised Designer: J. WENOER I Structure Num pgr8 N/A HRLIMDL9JRM Wh%aOPILO BNDI O Retailer: S. 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FM ZE131I Void; Sheet Sheet Subset Subset Sheet, 7 of 8 M-im-ts?) I'M MLI-M-109 C= Phone: 907-221-6605 Number LS-07 KEY MAP c E 0 L505 L506 L507 L508 OTKKIu'CIXRCIXiPnt n— u..rvsr..hwl.ry v YYFICOIu SLYur, rclr. 111.�RCM-.R:Ns x/ w.f gMyYi. �! YKW a CWCniF_ wesa1-0.111 , 0 1 — WYngrvt nr, O— CgO,CNI,M • wronv.w 1 vmwi Mi,ccn,"l, uun, muu a:r n�m cwlwnx ne,v.:moweno aws "Inn 0l ireMmxn-11, r..Yt RwlfdglSo n61Mltmi..I,INTe.SwJM. Ca ryyn, i.as r,wwsuwlu roaFow+¢ss.cnoouu,.u.•eauf a�ol. �O�C� ^ y ams,ue e. a.sv..uue�ear.,uncn.neurcrn.wnnHlenwri.rzMs.nr. a.....nyd� j 0' S' 10' 20 �•el•eleFe� Print Dote: 4/27/2011 Orows rue Nome: roH nNu_srz0.c Sheet Revisions Dole: comments Ina, I� � � '� pL As Constructed LANDSCAPE —LAYOUT —JOINTING —PLAN Project No./Code Horiz. Role: Vert. Scale: As Notes Unit Leader Initials _ _ _ r— IIL-- �7�'[.(?Q��� r No Revivona: (STREETSCAPE) 400903707 Unit Intormdtion ME IM K W 1110 Rs'Nl LiILOP.1O0 WN1 C _ 11 Revised: Deaignar: JH Detoiler: JH Structure Numbers Hne 161-161-ISA ra, M1 C] Phone: 907-221-6505 � °^°+ Void: Sheet Subset ISubset Sheets: 8 0l8 Sheet Number LS-08 SECTION 00510 NOTICE OF AWARD Date: 1063 PROJECT: 7244 Linden Street Streetscape OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7244 Linden Street Streetscape. The Price of your Agreement is 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 20 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. By: City of Fort Collins OWNER James B. 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Scale: Vert, Scale: As Noted I l Wl , N I No Revisions: Unit Information Unit Leader Initials Q J n,r ReviseG: FMMI Ift"14 v p0e{gryllW llm 2e1 North College Ave. 1 ro��,.4P�FitC= Phone : 907-221-6605 2 MRwwweaMa6BI01AG a la. za <a Caber%.syou ft LANDSCAPE —PLAN Project No./Code 400903707 JH S(ruclure JH Numbers Subset Sheets'. 1 0f 2 Sheet Number L-01 III 0 Py ; I KEY MAP w. I 1'g 11q r3 wnww era EDUCATION nw..w:wx. we _ x.4dI W,aYN'.FS VUKAi 0.0G �o„ I „I CENTERsauu wsuuee 3trwu wm3u-�mauno�z ��reut. n rorna ac''In Srcer. xi. r uowu.alm E um a l-01 L-02 r rope HEsuv eun m:, 5f essco am xrnm rvn FIT,imo 1 essH O R.C.W. zn4 it w +.i nog y FEEI ioruusa FF as, •m3rzam Svu war. ._.. or.- wa L • ry I >`x I.00 u,aco I + Ssvn E11.00_ WIDEN SMEi x m -_ xie_oa nv.00 IPJUM111111 xx°wo .r atu o..a —_ aw Vi _V b R.O W. T r in v rr.�wu m Pvd�M l' �ag -- xa'tl Et BURRRO cvvv�c'""a wv ELfiURRliO I— tiara J X7 ' 4w, cl. RAI PC AD ,w.v Ev's-111—noa,onr NueNE �! .wnn.4aw3w„a iNONLIw�...oFlo"41ew3�`;a»iie..�n rwo. mo..rs mmw+.r.meano. nLL13 .�woNe.w FEEo ua�orart 4.xaeartroH.. a° ro,s 34.n.r e c..m ma...-nevK.3 :�,eo,. e�w,3ENOT a »ow a Ave N.aa"" ,..aiwaw e,,.ao 1aaiw3o aaa, 4.4, nn THE N"u"„w...,r, .»n.,n„". PERENNIAL AND ORN. EEHH"n"°° ."`"" o "„ LRASS PLANTING eax'cQ1I!H,pp^ b £LILL�;_nTHH-VoNooI.,H, o—E.vFNFNNTE I1FO1.,anF1 E1.o l l—I I�—III— M°W.a"."al""'—I` III- III —III —I w"��Kmroe HE,EmF`io,vx %"r°., TENaENca»rrw:Ns .,..,.r.n�«Nn • .a `""" W. a a d TREE PLANTING w.,ran.. UH .,ss M SHRUB PLANTING Knmwhanb NCS. � �t� 0' 10' 20' 40' C"11",, bomywin& Print Dote: 4/27/2011 Sheet Revisions _ growing File Name: E0R_EINs1_UEd,MWE,DWC � Ky As Constructed LANDSCAPE -PLAN Project No./Code Dote: Comments Init. ,T-- C Noriz. Scale: Vert. Scale: as Noted _ _ _ �L,u oo_ Na Revisions: 400903707 Ic Unit Information Unit Leader Initials Eara � I - n n,'o 11 I ReviseE', Designer: JN structure HR.M C OR K 911E IfU DDxxDt IYApPI➢0 BNpJ 251 North College Ave. Detailer: JH Numbers Pm: =FIN-ISA M: Jpg-gyp-11J9 Phone: 902-221-6605 po.+u: Void: Sheet Subset ISabel Skeels: 2 al 2 Sheet Number L-02 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (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 7244 Linden Street Streetscape. ARTICLE 2. ENGINEER The Project has been designed by HDR Engineering, Inc., 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 seventy-five (75) 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 thirty (30) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Two Thousand Dollars ($2,000.00) for each calendar day or fraction thereof that expires after the seventy-five (75) calendar day Section 00520 Page 1 IRRIGATION LEGEND Q7a SULKS: SDYWC •0 M O N N PCP-V YRNI StNWLN'. 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III NEE CIRCIAT THROUGH ME LGHI CWIACICR(S) CWIROMED BI A SFF I .1 ME LCC FOR aN/aF Cane, As Constructed LINDEN STREET Project No./Code bffi s NORevuuan; LIGHTING & ELECTRICAL SCHEDULES 400903707 ^\ Revises: Designer: GA Structure I,e Ave. Details,: dE rumbers 21-6605 Vold' Sheet Subset: LIGHTING I Subsel Sheelr 3 DI3 Sheet Numb-, LI-03 1/2' wC CDxwt M OH o TE sOE DE a r- BEM ""TERMICL RECEPWLE WITH xUtNER-NiODf xML p NYY COWER OH STRLLr $qIE Cf I . 0 CH -'E" PEE: d.E E.LBI sHCR W NCS 1/2' HC 0W1(0 GRc sI wsT.EO IH V BISE . sHOWN FOR WIWxgNG CONWCTOR. (2) 2- WHEPAE W T COxWTS w uq OUT TW5HE0 SaKKE N 10'-OLG. COWER CUD IPdIHD R.O. I eELow wRFrE .xD NOTES: 1. caxTRAESEP MWEE wsT. n r MO WEITHER4WHOROF NYWLDw It EACH PoI£ B.KE. 2. FWxa.RW OETML ME IKWDro ONV TO SHOW ELECTRK GOYPoNENTS. FOUNDATION ELECTRICAL DETAIL HIS awrwsFaaor Tu Maslcx.n excocERw: Ibf $tole: I:% Vart. Scale: As NOlaED Unit Inlormolion Unil Leader InitiOis lz Q IFM YA7 E. 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SEE 'LEE, Aw tttx' vwn suEuna ON SNEEr ly-. roe W W wo NE BNANC' BRE,No.. SCIW6 0 1001HIM12MI aoc N. nm Nn-V C NEVIIUL Y CROWD INH-le OR EOWL BY BE OR CURER-HANMEA. ugMl ROOD of ME NEW . ENCLOSURE, OID], 1. NCW A uEIER „g1EVC nM LEVER Sn'. (1. .1 CpW4 PO/ER we Heart SPECIf1U1pN) eoUNIEB ON BKN SIDE OFNEW ENCLOSURE. PUNT TO WICK NEW E ENCLDSURE. O rFO NMf CONTROL Df IPEMSOWN WMWRIMES MpA4 TY SwITCH RDIY C SWITCH , Oo FORK PHOTOCELL 050015 WIM Te*T-LOCK RECEPIKLE ORE. MOUNT ON ME NORTH 5'# W ME NEW . ENCLOSURE. E -POLE, w . nCCTR y MELD LIGHTING CONTACTOR, SCUARE D eao]-LCw-vox OR APPRNED (WK .0UN1 .. Dr ME HEW I MCLONRE. (]) COWFACFCRS REBUFFED. ©GFO Wen. RECEPIKLE W A 1-GANG BILK BOX ROM CCWR. HCUNT ON ME NODE CE M NEW I ENCLOSWK[ ©cRol'No Roos - ]/I- X 10'-0- Law. COWER a'u DINE' CRDJw ROU$ WRN Cawwrw EXOTHERUIC Rno 10 wpRD RO1. (x) REOM[D Q" xa-N, SNCLL THROW. (UOIRWG CONTROL) EFRASS SaTCH aN BKX Box ANo COVER PULE. WSIOE or ME NEW I ENCLOSURE, PRONOE UBCL W COVER FbnE TO READ. 1U0NTWO W-PASS SWHCH'. O NCW-IP. Soo. FLUOR. (RECEPTKIECONTR0.) SWtCH *RH WK BOX AND PIA COWR IE, MOUNT WSID OF THE NEW I ENCLOSURE. PRONCE LIBEL W COVER PLAR HENDRD:'REC EPTKLES W l /Oi. ROUTE MROLE MOUNTED WNTE.CE RECEMF CUES THROUGH ME UGNrw CONTACT R CONTROLLED BY Mrs rnre.. /� Der TO LCHrw/REcpTK1E CR[VIR CIRCU WCT WOR PELE5TRW1 THE 'C' SCE BOXES FUGHHHG AND RECEPT. LCC1/LCC2 TYPICAL ELEVATION DETAIL 'ES. CITY 12CIRIC 1] 1' IL---- L Ix LA 8 1- 20 1- PUN VIEW SECTIONA-A PUCE Box SW L BE OW RE COUPOSCUIE BOX MTN OPEN BASE IKI 1158012 AND O D E COUN 1`1 DEN WW EXTRA „DEN TED COA' /POI I I. UNTr EC bry ELECTRIC' OU APPR. EWK SPLICE BOX DETAIL SYMBOL. OR fIHISXLO GAKE rtrL's sNSE B0z/ LCC1 NEW I ENjOSUaE M-CAKE $EM10E PEDSrK pr o, i. r 1 Wwxw WRN IaKWIW /.' x� WYMUM UNDER GROUND a' CCEI :/!' n R.PC w TOCELL y InP-SRxo 'LCC IL OR ]o YWxIW u. RDONAY x- BEER U. /: �- a' MURWR BKNFRl- Ie-R.wo M x w .'� eorun 11YE Barr. x G LO1 LOx Lc] LCHnxc%! CONIKi0R5 ] ] %. (x)]/I i10COWER CW DRA GROUND ROD. FEEDER SCHEDULE - - eM e'-D' APART CCNWR 6' Q (/D 1M. TRUN X CaE) E' N¢ CONOUIF NOTES O(] 11 .. W) x' C. 1. c0NNKrm SMML CWFUwiE TRUKNw RRM OTHERUNCOLCROND URLAES, (I 16 aOOC.) 1/lY. D RarelaN. C..s1wE USEcalnDN rlexuEs a NE FORD CROSSINGS RHERLVER PoSyaIE. x. 1-114 AK LOQUE Y'E w0 A NYLON NULL S1.G R W EMRTF COXDITIS. .`1eR,A..aw+>E•. L.„DE=;xN <N�ENGIKERiM LCC1/LCC2 TYPICAL ONE —LINE DIAGRAM TYPICAL CONDUIT TRENCHING DETAIL YIs_ Is Print Dote: a 27/11.. � Sheet Revisions : iK,Coll�ii$ As Constructed LINDEN STREET ELECTRICAL DETAILS &ONE —LINE Project No./Code Dosing FN Nome: UWTING DETBLSOWG -LINDEN IIOTix. scale: I Vert. scale: As Noted Dote: GONTne0t8 IDit. No Rmieions: 400903707 03-23-I1 RCLDCATE BER. Cp11ROLERS DR Unit Information Unil Leodm Initiols Q Designer: 81 L I➢e Kwz AO FM "a (] - Revised Structure cum EW05 Roc 81-1N-USA Tu 2el North College Ave. DetOiler: JE Numbers 81-p®-)I8 C= P11one: 90)-221-6605 Void: breet Number LID-2 Sheet Subset: LI-DETAILS ISubset 51Neeb: 2 of 2 period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the thirty(30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, 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, progress payments will be in the amount equal to the percentage indicated below, 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. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 50 of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, 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 1000 of the Work completed. 900 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 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 950 of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in Section 00520 Page 2 210,40 TD,OW ST ... .... . .... ------------- ID" IT. a Ll . EDEN ST E�ISDNO GRADE (TYP) ... . ......... . 4111 4112 -10 1 ............ . . . ....... . .. . ... -A. -20 . ..... ........... . . A 20 40 10 A A P, "I . Do q UNDER ST, EASTA. WADE jlw .. .......... . FD.-�-Geg 4972 --- =—*--- - - +—). --- to-- .... . .. -TO 11 -20 0 20 .0 ad 11 t, a PROPOSED PPISA TRRD WADE T11) ........... a Date I . if . . .... .... ...... ,.IT .0 -D0 o 20 SO S.vxno A. T UNDRN ST. PARe.. IRRSx 'ASE, -1. -,a 0 1. D -a. N 4v11 -40 . . ..... .... I ...... . ...... -20 ........... 1. R. GO NEW *a '"ETRG [-E ",P) i— ------ -- IMIDT , I- I ,R', . . .... . . ..... 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I eCjotl6n�i No R.v;.i.DS STE M455-093/16938 Unit Information Unit - Leader ritiole C= nev' sod Designer: J. WNC' R Sou"Dr. m E. the AL WE m Mh% 0M)() m Em (Z:D I 281 North College Ave. _ �d Mail." S "PEW"S N/A pert.V-14-1sit) Fm V-114-714 .tr�- = I Phone 907-221-6605 Sheet Sub.at: e�ts 1 of 4 'near Porn. 'r CS 01 ,A.. rwlsx 113. 20 q UNDER St. ADE (rrol i ... . .... .. ....................._......__.I...__......._!.. . . . ...... ............. 496a S to rS 60 213140 I PROPOSES rll,l� Wil ............ . . . . ......... S Ell-) r EXIST. SA'OE (TYR) s_OO,A, I -- -I ........... .......... F I I-,- --- - - .......... I .E. I ................. ... . ...... 77-727- —,L,- T----d .... ..... wM, -60 -10 -20 0 x0 'D RD —=O S__odd -60 20 ro Se PROP.D. 11.1. ExST.S DR., ..0, "'P) La --'-Oo� .. . .... . ..... . .... .. ...... -TO o 20 An o 214,00 PROPOSED FAJS� IIolnll OP*DE (I A) GRADE (IYI) 0 496s L —1 -40 -So T IS 40 SO 21-10 uxrcx sr. 5T TRWO GAIDE (T�) T - I -- - -- T---- 'IRS -60 -40 -10 0 A,. 4D oD OPOSED 'AM (T FL 21-m OE TIERS GRAM (TyP) V 12T !Ir........ - - I.- -- T . . ....... ............. wLa. . .... . . . . . ....... -fid .......... . ..... I ................. -10 . ............ . . ......... S 20 ....... . . . . ... I AS AS 'AP 211.00 DRADE ITT) 'U... IT r11l;!N6 GRADE —PROPOSED -T-—1 --r— T-1 _(IP . . ......... -SD -40 -20 O m 40 Re PAGROMD rev sH K. ST. kAUITIP) r�-- 1. V`P) a -60 ­0 -20 0 EASE. ARAM DE.� oe�E (TYP) ........................ LAR w69. . .......... . .......... . .. . . . . . . . ....................... ... . . ... ............... Av -40 -20 0 x0 w A. Pa�oSED' 1.11SP AD 114.20 A. EAE1 PA. '... D3,15. (TAP) -E-- R.. IT 'Zoo DRAD, CM A I DRADI (PEP) --I— - -1-7- ----] 4MD 02- 4S -20 ED 11.a -SD -40 -20 0 ro RD PROTAMoLD FITZ -\ ol (TAP GRA. (11) m-lo one-- 1A.E.D 1AR. ­0 -20 . ... . ....... . 0 2D rAOD.L1,P). SEES. UNDER IT, A. (11R) -60 -rS -AD D OD r0 60 Print Dote: 4/27/2011 lzh..t p."i.i— As Constructed ROADWAY CROSS SECTIONS Project No./Code Dne�.N. MEET: CS-02�0%x; q Dole: C.,nnT.Te Init. Horiz+ SDalem w Vert. Scale: As N led! CEMZ> No Revisions: STA 213+20 IU �,IA 21 b+80 STE M455-093/1693B Unit informofion Unit Leader Initials ( M 281 College Ave. R.viIdd: J. ±E±G Nloiln,. Stnjdure Numbers N/A vA � L--) Void: Sheet Subset'. CP Sheet N.mbll, CS-02 PRMOyl 2E (.T E.G�IAG MADE (TYP) T- . . . .... [ . . ...... . .. . ... . ......... I .......... . . ....... .. . ......... J .. . .... . ....... ....... ... -60 -AD -20 0 20 AD 60 ,eDAE'ED ENsh ....... . "�DEN ST E"ThG IPRADE �N-1) AN. [� I At. ....L...d -60 -40 -10 0 10 ALP so '.CPOsho "A"'N sT. Do. IT, TIN. .1. (lYfI) 4.. EN,,- A AND -N, -ID -1. I PROPOSED N191 A., TYL) LINDEN ST CASIND MADE (IIII) .1E6 ..... . ...... D'v? ..... . . ....... �__TEN s� S__DDE4_�� tl 4964 -- .......... 11 .... . . ......... . ............... ................ .. . . 064 10 -4. -20 o 20 40 pq I s -sx =A0. ( 'TI) F uxOrx 51 E sEND MADE () As,. .. ........ so -N, 0 zo 1. 1RMOa 217,20 q ..N. ET LAs- MADE pr�) 4111 - � � -- 1 --- F. S oo� F --- T- - 4l)IN 1� . ........ .... . . ........ --------- - s.A -60 -AD -20 0 N 40 =0 I NX) MADE (Tyr) 0111 ........ ... tm,N 5,Exvxc . [ I -60 1. ... . .......... -20 ........ ...... ........ . ...... 0 .......... . .... ......... ED . . 40 1 MADE Z LINDEN, S, 041DIC MADE TNA) Ant. -NI ED D III A eo I A .A. l,)� . tLINDENST EXISTING MADE (T�) 4964 11- 11-� "e. ---- -II. ............ . ........ . .. -10 -N . .......... -.-I D ------ N ID A. LINDEN S s D No ;i- E 5NvL GINDE (TN) -so -40 0 10 AD 9 5 49,4 -60 AD -zo 211.00 /-IX.NN� MAN (TYP) E. ST, 4560 -J s'. 0 2D AD 2111-ED.DE. MAN L� 1.15TING MAN TYII, .11. -60 -20 0 2 1 a D -AD Print Dote: 4/27/2011 Sheet Revisions 281 North College Ave. Phone 907-221-6605 As Constructed ROADWAY CROSS SECTIONS STA 216+00 TO STA 218+20 Project No./Code DNI.i., FJ. NcNNrCS-03DK Col.: Commenb Init. No Revisions: STE M455-093/16938 Ho,4. SE.1, - Vert. Scale: As Note; Unit Information Unit Leader initicls Q Revised: DesignStructure N/A Numners /A FMVEIMAL, WIM 919e M-164-10 FIX 1N-0-7139 O Void: Sheet N.mb., CS-03 Sheet S.b,et: CNIL I Silteet Sheets: 3 D, A PPO OSEO s - 6 0 4R DE I )� E o[ 91. C G GRADE ( ) IJ .sJ_a 6 --r 5 .Day �.... -60 .0 -20 o IO 40 s s CPDSED nH 5 3 6 60 4R Cf (lYP)� rE DE 91 C 51 OE (1vG) g .... ... xl I 9 00 I... . I. .... .-_1 ._ ... .... ._.--�i _.... ..J .96o -RD -zo o aD m PRDPosso r,NISH 219+e0 rXaOE (IW) (DxOfH sl. Cn51,xG GRADE (TYP) 960 t ._...... ..... .0 I I .._- I0 .... 1 .960 .. PR��0 nxIENTW 319.W EXISTING GRADE (TYP) OE (J fTANDEN s .... ._ ._ ._T. ..._ .._ I 96D - ... __ -�_._ II ---"t i .96D ..._. .. - i'.__ _ _1. __... _. D -30 D aD .D PRSPDSED EINISH zl9+zo GRADE I, E (,HDCxOST Ex5TNG GRADEIW) �i A96D _I I I �9 . 956 .. .95fi -40 -zo D 20 40 ¢ 9 PROPOSED rNl$H t(T_YR.)cDE_ } DE z G GRADE .96o I ( —P} Y G PflGA05CD Exsx 319+60 w of ( ^} li DOE ST EXISTING w of O } A.i .95EAND i f fi i 1 f- AS. -.0 -zo 0 zD .0 P AGE." x5n P E (TYPI rNOC S _ T jE .96D 1 . x .- 5 - .960 .956 .. .. ... I Y 1 - ... _ 4956 -.D -ao o zo Ro ao.00 rc vRGIGGED P Sx ourrI ) � ......... --- _ Q LINDEN sc EaT (Iz. .9W L_- i ........1 1 --S-I o3.1 b DD5] -I-. 1 1 1 _..... _ _i .960 056 l___ _ ....__1 _..__ 1 .... ...._ L _ _ 1 ._ I . 956 fiD W 30 D 3D 40 PRDPosED rush zzo+zo r^R °f ( P) F uxoE ST, EXISTING GRADE (Tw) .9fio -40 -vo D zo ro -- : -- - Dra. File Nome: CS-O4.DWC Date. OrI=L rxESvrs(urls Comments Init. t;:,y (e(y���1 C ' ' 1 `V{J�`I�p 2g1 North College Ave.Ava. Phone: 907-221-6605 A5 Constructed ROADWAY CROSS SECTIONS STA 218+40 TO STA 220+30 Project No./Code Math SGDI : Vert. Scale A9 Naletl _ _ No Reds�Dns: STE M455-093/16938 ULnit �Informal on Unit Leader initials ]IIS E. IM 4E, ApR 1W IXASW. O1L6PAOp O (] Designer: J. WEN GER Numbers N/A / l �`eviseB. BVMi Hone. Y0 JW 1520 EY. V-q69-)159 C--) Void: Deladec S. CANISS NIA Sheet Number CS-04 Sheet Subset: CIVIL I Subset Sheers: 4 of 4 accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. Section 00520 Page 3 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: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Sheet G-01 Sheet G-02 Sheet G-03 Sheet G-04 Sheet C-01 Sheet C-02 thru C-05 Sheet C-06 Sheet C-07 Sheet C-08 Sheet C-09 Sheet C-10 Sheet C-11 thru C-16 Sheet C-17 thru C-19 Sheet C-20 Sheet C-21 Sheet C-22 Sheet C-23 thru C-25 Sheet CD-1 & CD-2 Sheet LS-01 thru LS-04 Sheet LS-05 thru LS-08 Sheet LD-01 thru LD-08 Sheet L-01 thru L-02 Sheet IR-01 thru IR-03 Cover Sheet General Notes Construction Notes Standard Reference Drawings Typical Sections Linden Street Summary of Quantities Overall Roadway Improvement Plan Ownership Map Demolition Plan Roadway Geometry Plan Roadway Geometry Tables Plan and Profile Sheets Driveway Access Plan Linden/Willow Intersection Details Signing and Striping Plan Erosion Control Plan SWMP Plan Details and Standard Drawings Landscape Site (Streetscape) Landscape Layout/Jointing Plan (Streetscape) Landscape Site Details Landscape Plan Irrigation Notes/Plan Section 00520 Page 4 Sheet IRD-01 thru IRD-02 Irrigation Details Sheet LI-01 thru LI-02 Roadway Lighting Plan Sheet LI-03 Lighting and Electrical Schedules Sheet LID-01 thru LID-02 Lighting and Electrical Details Sheet CS-01 thru CS-04 Roadway Cross Sections The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. 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. Section 00520 Page 5 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 7244 Linden Street Streetscape To: 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 day of 20_ CONTRACTOR: By: Title: Section 00530 Page 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 00020 INVITATION TO BID Date: May 19, 2011 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 June 13, 2011, for the Linden Street Streetscape; BID NO. 7244. If delivered, they are to be delivered to 215 North Mason Street, 2n6 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 7244 Linden Street Streetscape. The Work includes reconstructing 1000 LF of Linden Street including aggregate base, asphalt, curb, sidewalks, sidewalk pavers, landscaping, irrigation,, pedestrian lighting, electrical service, decorative concrete hard features and decorative steel work features. The Contractor will provide Traffic Control. The City will provide Construction Survey. Material Testing will be provided by the City and performed by CTL Thompson, Inc. This is a Federally funded project and the UDBE goal is 100. Contractors must turn in CDOT Bidding forms 606 and 714 with the bid. Bids will not be accepted if these forms are not 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. 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 10:00 a.m., on May 26, 2011, in the Training Room (2E) located at 215 N. Mason Street, 2nd floor, 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://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. Rev10/20107 Section 00020 Page 1 SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) 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 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 _ day of , 20, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7244 Linden Street Streetscape. 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. Rev10/20/07 Section 00610 Page 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. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of 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 _ day of , 20, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7244 Linden Street Streetscape. 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. Rev10/20/07 Section 00615 Page 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. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal By: (Title) (Address) Other Partners Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 . - Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7244 Linden Street Streetscape PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: 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. By: 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 By: OWNER REMARKS: AUTHORIZED REPRESENTATIVE •Section 00635 Pagel DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: 20 You are hereby notified that on the _ day of , 20, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7244 Linden Street Streetscape. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject Documents which are dated , 20 to the terms of the Contract 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: Rev10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: PROJECT: 7244 Linden Street Streetscape (CONTRACTOR) 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. Rev10/20/07 Section 00650 Page 1 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 CONTRACTOR 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 20 Rev10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7244 Linden Street Streetscape CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 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. 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 50 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 By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 SECTION 00670 Section 00670 Page 1 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 nn Nr1T WPITF IN THIS SPACF 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. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employers Identification Number: Bid amount for your contract: $ Fax Number. ( Business telephone number: Colorado withholding tax account number: Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached. 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 (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: If 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: UU NU1 WKIIt BtLUW 1HIS LINE Section 00670 Page 2 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 00670 Page 3 SECTION 00700 GENERAL CONDITIONS GENERAL C,ONDMONS 75-FIM CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been'd6vek)peiJ�.by using the STA1,0AR15,06MRAL COI�61TIONS'OF TISIDONSTIZUCTION CONTRACT prp{arcd 'b*y. the Engi . neersJoint Contrail Docu-ments, Committee,- HJCDC—No, 191" (1991) Editi6n), as a has"�. Chantesto r that document are shown ,hy underlining text that has,been added and siTiking through text that has been deleted.. E,JCDC GENERAL CONDITIONS 1-9 [M (19.00 -C- DITION), \kq-r-H ary OF F6in- coL'LIN & MODIFICAT IONS (REV 9/99) Article or.Paragraph ,Number &Titic TABLE'O.F 0ONTENTS.OF GFNERAL!CONDMOl4& Page Article ar'Paragraph Number Nt-unbCr I& Title L. DEFINITIONS 1.2 Agreement..::.. .......... 1.3 Appl icatioh for. Paymenk ......................1 •I A. Asbestos..................._.................,......I 1.5 Bid... ........ ......................................... 1.6 Bidding Documents ............................ _1 L7 'Bidding Requirements._,_., ........... 1-8 Bonds ............................ ................ 1.9 I Change Ordei.,- I 1.10 Contract Documents ............................. 1.11 Contract Pr' 1.12 Contract Tunes....:. 1:13 CON TRACTOR ............................... 1*14 d{fi�ciive ......... : ..... ...... ..................... 1.15 Drawings:._ ........... IA6 M .ctive Da to o - f I the Agreement,.,,,, I 1:17 ENGINEER' , ............. I 1.18 EN61111 M.Rs'Coriiultaint ......................1 Field Order ,,, .... ...... ....... ...... 1,20 1: General Requirimrits ...... ...... : I, : I I [fa7ardous Waite 2 1:21) a Laws and Regulitibris', Laws or Regulations I 1.22,b. .... .... � ............ Leo ..... .... ......... 2 1.23 Liens ................................................. 1.24 Milestone-_........................................2 1.25 Notice of Award..-.,,,., ... ........... 4,2 1.26 Notice to Proceed : ............... ................ 2 .1:27 OWNER I .1.28 Partial Utilization ............. . .29 .. PCBs . . . . .2 L 30 Petroleum 131 Project................................................2 1.31a Radioactive Matcriat., 1.32.b Regular Workirik Haas,,,,,,,,,,;,,,,,;,,, 2 1.33 Resident Project Rqrresentntiv4 ........... 2 1.34 Samples:.............................................I 1.35 Shop Drawings............................. 2, 1.36 Specifications ................ .......... I - 1-37 Subcontractor .....................................2, 1,39 ` Substantial Compleiiciq ......... ......... ....... ..2 139' Supplementary Conditions,;,,,,,,,,,,,,,,,' 2' 1.40 , Supplier ........' .. 1.4 VndergrotxndFadifiiies I . .3 142 Unit Price Work .............. ...... 6 ......... 1.43- Work [Jkl Work Change Directive..._. 1.45 Written Arrefidm ent_,,,, . ,,_ ........ NBC Nutnbcf PRELMUMARY MATTERS.,_,..,_,: .... ------ 3 2.A., Delivery of Bonds;,,,,,,,,,,,,,, ,,,...... 3 2.2 C(?pics of DocumenLq..- 2.3 Commencerient of Contract Times; NM6c to Proceed,,,._,_.....,. 3 2A Starting the Wbi ........ ................ 3 2.5-2.7 beebroStarting Construction, CONTRACTOR'S Responsibility to Rcport; Preliminary Scheddes; Delivery of Certificates,of lnsumncq .... i ............ I—— .... .. ----- 3-4 2.8 Preconstruction Conference ... ;6.4 2.9, initially' Acceptable ;Schedules ,,_, ... ;4 k -CONTRACT DOCUMENTS: INTENT, AlvMWORNG, REUSE 4 3.1-3:2 fruent 4 3.3 Rofrenc,+Lo peci- fi cat ions of Technical Societies;. .Reporting and Rcsoiv'ing Dis- crepancies "' 4-5 14 I-ntcnt of C6r�ai'W:I forms Adjectives .....................................5 15 Amending Contract Docuncrits.-.-.1; 36 Supplementing Contract Documents 5 3.7 Reuse of Docum ents,.,., 4t. AVAJI:ABILITY OF. LANDS;. SLIBSURFACE,AND PHYSICAL CONDITIONS; REFERENCE POINTS 5 4.1 Availability of Lands...--. 5-6 4.2 Subsurface and Physical Conditions................................... 6 4.2.1 Reports and Drawings..._................0 4.2.2 Limited Reliance by.coNTRAC- TOP,Authbrized: Technical Data................... _ ........................ 6 4.23 Notice of Differing Subsurface .or Physical Conditio.64•, ..... 4.2,4' F14GINFER's Review, ..................... 4,15 Possible Contract Documents . Change........................................ 6 4.2.6 Possible Price and Times Adjustments.__I. ............. .7 4.3 Physical Condtions4-Undergratind FUCL� hies.......................................7 I 4-3.1 Shown or Indicated: 7 4.3.2 Not!Sho%m or Indicated ....................7 4.4 Reference Points ..............................7 LJCDC GLwRAL C0N1)1nbNS:mo-s(1990 t-mrijaN) wt dTY OF FORT COLLINS MODIFICAT7(Ns (RF.V.,)/991 Article or Paragraph Page Article or Paragraph Page Number.&.Title Number Number &Tirfle 'Number 4.5 Asbestos, PCBs; Petroleum, Hazardous Waste or Radioactive Material ..................... �J_8 BONDS ANDINSURANCE ................................. 5.1-,5.2 Performance. Paymenvan.0 Other Bundy. .............................................. �8 .5.3 Licensed Sureties and Insurers: Certificates of Insurance ............ 5.4 CONMRACTOR's Liabilit} Insurance 9 5.5 OWNER!s Liability Lhsurancc:, 9 16 Property Insurance...,--..._ ....... 9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance .................10 5.8 Notice of Cancellation Pro%ision 10 .5,9 CONTRACTORs Responsibility foTbeductiblei Amounts 10 5.10 Other Special Insurance;,,,,,,,,-......... _10 5:11 Waiver of Rights. . ...... I'l 12 5 -5. 13 Receipt and Application of Insurance Proceeds;,,,,,,,,,,,,,,,,,,,, JO-I 1 5:14 Acceptance of Bonds and Insm- tince; Option to I 5.13 Partial Utilization -Property Insurance ....................................... 11 CONTRACTOR'S RESPONSIBRATIES ...............11 Supervision and Superintendence,.,,... 11 6;3-6.51 Labor, Materials and Equipment.,. 11-12 6.6. Progress Schedule ..............................12 6:7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense. Substitute Construction Methods or Procedurcs; RINGINEEWs Fvaluatiort;.t .12-13 6.8-6.11' Concerning Subcontractors. SuppliersLand Others; Waiver ofRighEs, ........................ 13-14 6.12 Patent Fees and Royalties ................. ;J 4 (,.13 Permits.:.... __I_ ......... ..... ­-14 6.14 Laws and Rigttlmi&s ........ ........... 14 6,15. T8'Kcs­­­­­ ....... 11 .................... 6.16 We of Premises ................................ 15 6.17 Site Cleardiness.,.; I ... .... 15 61.18 Safe Structural Loading, ..................... 15 6.19 Record Doci]mcnts.:.:.........................15 6.20 Safety and Protection,_.,,,,,_,,..,-,,., 13-16 6.21 'Safety Representative__,,., ... J 6 6.22 Hazard Communication Programs,,,,,, 16 6.23, Emergencies ...................................... 16 6:24 Shop Drawings and Samplcg: .............16 §:25 Submittfif Pr&zedures-, CON: TRACTORs Review Prior to Shop Drawing or Samjile Submittal' .....16 .. ' 616 Shop Drawing ZUmpl*c Submit- tell Review by ENGINEER, ..... 16-17 -6.27 Responsibility far Variations l7rorn Contract 06cuni eWu-i ;;_,11 6.28' Related Work Perforthid Prior to bN GINERR's Review and Ka Required Apprdal of'R.er Submittals.....,., __ 6.29' Continuing the Work .....................17 6.30 CONTRACTOR!s General Warranty and Guarantee,,,,;,;;,;.„ 17 6,31-6.33 Indemnification,_,_--_,_,,,, .... _17-18 6.34 Survival of Obligations ......18 7. OTIFERWORK..................................................18 7.14.3 Related Work at Site 7.4 Coordination-,--------„.................13 S: OWNERS RFSPONIsrmnus., .......... : ............ 18 il Communications to CON-7 TRACTOR:::._........' 18 Replacement of -ENGINEER ........... 13 8.3 Furnish Data andPay?romptly When Me is, M Lands and Reports and Tests 18-19' 8.5 Insurance 19 8.6 Change Ord irs._ ......... ;,; ....... 19 8_7 lnspections; Tests,nnd 4provals ..............................;....19 8.8 'Stop or Suspend Work; Terminate (,-ONr P-ACTOR's services.,..,.-i--177%•'­ ....:.......„...,19. 8.9 Limitations on OWNERS Responsibilitie............................19 8.10 Asbestos, PCBs, Petroleum,. Hazardous Wastc or Radioactive Material ....................19 8.11 Evidence of Financid -Arrangements ............................ A S) 9. ENGINEERS STATUS DURING CONSTR.UCTION............................................19 9,1 OWNFIZ's Representative-,-... .......... 19 9.2, visits to Sit; -_ ............ 19 9-3 Project, Representative, ............... 19-21 9.4 Clarifications.and Interpre- tations ..................... 9.51 Authorized Variations in 1Wk ........ 21 EJCWPENSw CONDMONS 1910-3 11990 ED1 [10N) wt CITY OFTCAT COLLN", MODIFICATIONS IREV9199) -Article or paragraph Page Article or Nragraph ('APC Number & Title Number Num W & Title Number 9_6 RejeoirigDefqcfive Work:,,,-;,,,,,,,;,,,;; 13:8-13,9 Urtcoverifig Work at 9.7-9.9 Sh Drawings, Change Orders 119 NEERi Request ......... ........... . 27-YR � .op and Nyments .............................. .... ;21 1.3.10 OWNER May Stop the .Work .......... I 28 9.10 Mterminiums for Unit Pficres, 21 -22 1.3.11 Coffectiomor Removal of 9.1.1.0:12 Dccisionson'DispuwENGI- Defective Work ............................. )8 NEERus initial lnterprctcjr ........... - 1,22 13.12 Correction Period ........... I ....... 118 9! 13 Limitations an ENGINEER's 13.13, Acceptance ofDafectfiv Work,.,... ... 28 Aul4orJ4 and Responsibilities,,,, 2:23 13.14 OWNER May C66ect Defective ...... ....... : ... 29-29 cRANGESIN THE WORK_ .......... ........................... 23 10.1 OWNER'S Ordercd, Change... 7............i3 14'. PAYMENTS TO CONTRACTOR.AND 16.2 Claim for Adjustictefil .............. 7.7_,_23 COMPLETION.,,, 7 .......... 9 10-3 Work Not Required by Contract 14.1 Schedule of Values .... ___11:219 Docuracrits ...................................... ?3 14.2 Application for Progress 10.4 Change Orders * ........... ............. ..... :23 Payment: ................................ "..'si, 10.5 Notification,of Surety ----- ............. 23 14.3 co NrTRACTOR! . s Warranty of Title. 29 CHANGE OF CONTRACT PRICE',_„_ ........... .......... ti. 14.4-143' -Review 6 Applications fir 11.1-11.3 Contract Price; Claim f6r ),in Progress.N ents ............... _1 -30 19 Adjustmen% Value of 14. & 14.9 Substantial Completion....._.,,,_ - ....... 30 thi-W9rk,.._ .......... 14,101 Partial Utilization_ --------- ........ 30-31 11.4 Coast of the Work..........................44-25 .. 14.11 Final Inspectiori ............................ ;3I -11:5 Fxclusidns toto'sit of the W6rk .......... ?: 14.12'. Final . Applicaticm for Paymqit ........ 31 11.6 CONTRACIbR's I Fee.: 14.13- 14,14 Final Payment and Accfptance..,.,:.31 11.7 Cost Records;,,,,,,,,,,,;,;,,,,, 14.15: Wsivei.of Claims:.._,..,,,,, :31.32 11.8 Cash Allowance...............................26 I1 9 Unit Price Work ........................... .... 26 6. SUSPENSION OF WORK AND TERMINATION, ...... .............................. CHANGE OF CONTRACTnNES ............................2q '15.1 OWNER May Suspend Work .......... 'y 32 U.I, Claim for Adjustment,,,,,,,,,,,,, ,, ........ 26 15.2- 15.4 OWNER Ma Terminate ................. 32 12.2 Time of the Esscncq...........................26 . 1.51,5 CONTRAC`TORMayS I too 12. 3, Delays Briand CONTRACTOR'; Work or-TeFminale,I;,._ ......... �32-33 Control Y27 12.4 Dcjays.N)rond OWNEWs and 16, DISPUtE RESOLUrT()Nj ............ ; ................ ;: ... 3.3 CONTRACTOR's Control ................ Ii 1 17- MISCELLANEOUS TCSTS,AND INSPECTIONS: CORRECTION. 11.1 Giving N6ticc,­­._.-_.I.�._­:­ ...... 33 REMOVAL OR ACCEPTANCE OP' 17.2 ComputatiL.n of' I ime� ................... M DEFEC77PE WORK ..................................................27 17.3 , Notice of.Claim. ......... 33 13.1 Norim of Mfects ..... ....... :..: .....27 17.4 Cumulative kcm�­­...... ......... 33 13.2 Access to the Work ...... .......... IT5 Professiona I:Fees -and 'Court 13.3, Tests and Inspectibrts; Costs fncludcd CONTRACTOR's Cooperation., ........ 27 17.6 Applicable State Laws ................ 33-34 114 QWNER!s Responsibilities; , littentional.ly left bla'nk ............... . ....35, Independent Testing Laboratory, 17 13.5 CONTRACTORs E%HIBIT GC-A (Optional) Responsibilities ..... i ........................: 17 1 Dispute Resolution Agreement. ....... : ............ QC -AI 13.6-1.3.7 Coverips %VorVPiior to (nspec. M 1- 16.6 Arbitration ........... ....... IC -Al tion, Testing or, Approval_, .... ;.­;;­117 16.7 Mediation; EICDCOLNERAL CONDIT16NS.1910.8 (1990 imlitoN) •widT.Y. OF FORT COUTN'S %MIFICATIONS (REV 9/99Y INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions.of the Constriction Contract are not shown in this index. Article or Paragraph Number Acceptance of - Bonds and Insurance ..................... :.................. 5.14 ,&fecri4e Work ............................ 10.4.1. 13.5, 13.13 final payment. --....................._......... ,9.1_ 14,15 insurance.. _..................................................... 5.14 other Work. by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items...to.7.1 Work by OWNER.......................,,.....i.5,G:30;b.34 Access to the -- Lands, OWNERandCONERACTOR responsibilities:..-,:.:::..:,::.:..:.:::..::........ _:.:.: 4.1 site. related Work ... ,...:::.._...:.:.::.:...:..... :.-.::-:..,,,7-2 Work..........................................13:2, 13,14: i4.9 Acts or Omissions --,Acts and Omissions— CON1RACl•OR-,•,,,,,,.,----•-- „_-,,,6.9.1,9.13-3 ENGMER....................... ................... 6.20, 9.13.3 ORNIM................................................... 6:20. 8.9 Addenda --definition of (also see definition of Speeificationsj..... :.(1.6, 1.10, 6.19). 1.1 Additional Property Insurances;,,,,,,,: .............. ;.... 5.7 Adjustments -- Contract Price or Contract 4.1, 4.3.2. 4.5.^_. _. .4.53, 9.4. 9.5, 10.2-10A, ...........................I............,II.1? 14.8.15.1 progress schedule .................. .............................. 6.6 Agreement -- definition of ............................ ............. ........... ..I-� 'Ali -Risk' Insurance, policy form............................5.6? Allowances, Cash....................................................11.8 Amending Contract Documents ........ ...:.:......... ... _' Amendment, Written -- in general,-,,,,.,•_....:1:10; 1.45. 15, 5.10; 5.12, 6.6.2 6.8.2,6.19,10.1,10.4,1l2 .... ....... ::.::..12.1: 13.12.2, 14.7.2 Appeal. OWN L•R'or CONTRACTOR intent to ....................... _.2.10, 9,11, 10.4, 16.2, 16.5 Application for Nyment-- definition o(......................................................3.3 F.NGINF-FR's Responsibility 9:9 final payment ................... 9.13:5, 14.12-14,15 in gener'al ..........................^_:8. 2.9, 5.6.4, 9.10; 15.3 progress payment ........... ..>....... review of ....._.:......:.:. :.14.414:7 Arbitration .........: ................................. .......... 1C;1-16:6 Asbcstos-- claims pursuant thereto „_ ........9.5.2, 4j;3 CONTRACTOR authorized tostop Work.- 5.2 definition of ....................................................... (A Article or Paragraph Number OWNER responsibility for ............................ 3.5.1118-10' Possible price and'titncs change,-,,,,. -,,,,•...._...4.5 2 Authorized Variations in Work......... )I.6, 6.25, 6.27. 9.5 Availability of Lands .................... ...................... .1, R;4 Award -Notice of-delmed.:...:._ Before Starting Constructing .................:............ ....................1.25 15-2.8' Bid --definition of ......... ............... 1:5 (L I, 1-10, 2.3, 3.3. ...... ::... :.::...:::' a.2.6.4, 6.13, 11.4:3. 11.9. I ) Bidding Document's -definition Bidding Requirements=definition of ........ ........ ....... ......:............1.7(l.f;:4;2.6.2) Bands - acceptance of.. .............. .................................... 5:14 .additional bonds..................................10.5, 11:4.5.9. Cost of the Work.............................................11.5.4 definition d(....:...:........_.:..._-........._....:.::,::::.1:8 delivery 4(........................... I.: ................ :..:'.1. 5,1� final Application -for Payment ,_,,,_, ......... 14,12-14:14 general......................................1.10, 5.1-5.3. 5.13, 9.13. 10.5, 14.7.6 Performance, Payment and 0-ther,_ ....... .......... 5-1-5:2- Bonds and Insurance --in general ................... :............. 5 Builders risk "all-risk" policy form ................:....,...S.G.2 Cancellation Provisions; Insurance:•::.,,: 5.4:11, 5.8.5.15 .Cash Allowances.................................................... 11.8 Certificate of Substantial Comptetion ......... 1.38,'6.3U.2.3, ..:................................................14.81 l4, l0 Certificates of Inspection,;,,,; ,,,,,,,,,,, 9,13.4. 13.5; 44.12 Certificates of Insurance'„_...._... 2-7. 3.3, 5.4,11. 5.4,13. _..................._5-6:5;.5.8.5.14.9.13.4, 14.12 Change in Contract Price - Cash Allowances........,._: claim for price adjustment.............4.1. 4:2.6, 4.5. 5.15, 6.8.2; 9.4 ............... 9.5.9.11. lU?. 10.5; 11.2. 13.9. ....................... 13.13, 13.14,.14.7, 15.1, I S5, CONTRACTOR's fee .......................... I..............11.6. Cost of the Work - general..............................................:1 1,4711.7 Exclusions to ..:.:.:.:::::::.:::......... :..:,::.:::.:::::.11.5 'Cost Records ........ __::........ ::.`- .............:..:.:.:11,7 in general ............. );19, 1.44, 9.11. 1(1.4.2, li).4:3, 11, Lump Suns pricitg.......................... ..............:.11.3.2 Notification.oFSure ty.:..,-:._ .:.......................-.10.5 Scopelo! .......................:..::--....._....-...,,...::IU.3- I QA Testing and Inspection. Uncoveringthe Work... ................. ............. 119 c tCVC CENUCAL Cot+nmotas t 9ta:s t1990 cutnONa tv/ (7'rV OF.FuRT.coi.LNs moi)iFie,kii NS IAF.V 9f99t• I.Trift Price"Work, ............... I ................. I ....... J IJ Ai-ticle or Paragraph Number Value of Work )1.3 Change in Contract Times -- Claim for times adjustment ......... 4.1; 4,16, 4�, 5,15. ............ 6.&2; 9.47 9.5-9:11., 10;2' 10.5; 12: 1. ............... 13;9, 13.13, 13.14_14.7, 15:1,455 Contractual time limiv;..._ ..12:2 Delays beyon;J CONITRACTORs control j 13 Way-, beyond OWNEks and COINTRACTOR!s control Notification of surcty,:r._ Scope of change ........................................ 103-10.4 Change Orders - Acceptance of Defective Woik-. .. Amending Contract Doctimen4 .. ........ Ciiih Allowances,,,,,,,,,,,,,, darige of Contract Price ............ . ................. I I Change of Contract Times ... 12, Changes. in the Work.- ..................... _ ........ 10 CONT.P.ACTOR's fee Cost of the.Work 1 I-A-11.3 Co;t 11:7 definition o(.­­ ,... ...... ....... _19 m cergsrtac , s ......................................... ; ....... ... 6.23 Ei4i(JDMERs responsibility ....... :9.8: 10.4. 11.1, 12 1 execution of lndcmniliiction ......................... 0. 12,,6.16,'61 3 f 6.33 Insurance, bonds and.. .................. _5-10,5:13,. 10_5 OWNER may tertninate ............................. 15.2715.4 OWNERs Respunsibilit .Y..... 8 6.* 10.4, .... Physical-Con-diti6ns- 'Subsurface and 4,'2 Undergr6und Facilities , ............................ Record Documents.-,-- 6.19 Scope ofChsnge._7 .............. ­­10.340.4 Substitutes ............................................. 26.7.3. 6.X2. Unit Price Work value of Work, covered by, ....... N., ...................... Changes in the Work:........ .... : ... --i- ...... _10 Notifl6fien of surety ............ ................... 1(1.5 OWNERs and CONITRACTORs responsibilities�,._..... ................. ....... Right toan ......... 10:2 Scope of change ........................................ 10.3-10.4 Claims- agairw CONTRACTOR __., .... apinst ENGINEER'.::::..-.: .:: ....... z .......... 6.32 agiiinit OWNER ............................................... 632 Change of Contract P66K .......................... 9A, .11 Change of Ccntract Times.-:........................ 9.4, 12.1 COTNTRACTORs_ 4. 7.1. 0:4-0. 9.1 Ij 10.2 ...........................11.7 11,9, 12.1, 119, 14-8; .................................I..........15.1. 15.5. 17:3 CONTRACTOWs Fee 11.6 Arti6le or Paragraph Ndniber CONTRACTORs liability,,.-,..... :5.4, 6,11, 6.16, 631 Cost of the Work - .Decisions on Dispytg§ ........... ........... 9.11.9112 Dispute'Resolution............................................ 14:1 Dispute Resolution Agreeinent .................... 16:1116.6 ENGINEER as initial. interpretot..- Lump Suirt Pricing .... ........... ........ 11.3-2 Noticeof ........................ ........................... __17,3 ..............9.4, 9. 5, 9.11. 10.2. 11:2, 11,9 ......-,12.1, 13.9. 1113. 13.14-17.3 OWNER s'l iability............. . may OWNERma to . make payment ................ 14.7 . Professional Fees and Court Costs Included,,,-,-,;.,,_, ....... 1--_ .......... -------- 17.5, rcifticst for formal dccisiowon� ...... : ............ I - - :Ai ..... 2.1,1 I §ubstirtte Itern s .............................................. 6.7.1-2 - Time Extension.... ........................................ 12A Time rcquiri;mcnIs;,_., 9.11, 12.1 Uriit Price' Work'_ ---- I 1-911 Value of I.L3 Waiver of --on Final Payment., ............... j 4.14, 14.15 -Work change ....... 10.2' wiftiten ftotiec required,,,,,, ....... 9. 11, 11.21 12:I Clarifications and Interpretations,,,,,,,,,,,; 3:6.1'9.4_9:11 Clean Site ........................ ............. * .. ....... * ....... * .......... .......... 17 Coles of Technical'Society, Organization or Ass_ociation'. Corn ineiricement:of Contract Times.-_,.....„.„ .............2 Communications -- general ... ....... .... ....... ;_.;.6Z 6.9.2. 8.1 _6:22 f.lazard Commiti.nication Completion" Final Application for Paymeril .......................... IAP Final Ins . pection ­jAcceptance..-------14,11 Final Payment an ....... ..... 14� 13-14.14 Partial Utilization ............................................ j4.10 Substantial Completion ......................1.38, 14.8-14.9 "Vaiver of Claims Computation of.tirfies; ---- ---- Concerning Subcontractors,. Suppliers andOthers ................................................. Conferences, initially acceptable 2 9 preconstructior% .................................................. Conflict, Error,.Amb1gtuq-,, Discrepancy-- - COMMACTOR to Report...... ---- ...... ;�;.S, 33.2 CoFistructicit, before starting by CONTPACTOR ............. ............................... 2.5-2-7 Construction Machinery,, Equipment, etc, ................. A Continuing the Work,,,,,,,,,,,,,„ ,,,,,-................ 6.29,.10.4 Contract Documents - Amending.......................................................... J-5 Bonds EJCDC CENLRAL COMMONS 1910-9 (1940 [17IT16N) wtaTy OF FORT COLUNs MODIFICA77ONS (REV 91991 SECTION 00100 INSTRUCTIONS TO BIDDERS Cash Allo%vanwt ............................................... 11.8 Article or Parigraph Number Change of Contract Pric:...................................I II Change of Conrad Times ...... .................. ...... 12 Changes in the Work_.......................... check and verify ........ .......................... -).5 Clarifications and Interpretations,,;;,;;;,,,,,,,,,.. 3.6; 9.4, 9.11 defiiiition of ENGINEER as initial interpreter of .................. ENGWRFR its. OWNFR's tepre.wntativc'. ............ 9.1 igcneraD Insurance Intent......................... ............ ................. 3.1-3.4 minor variations in the Work..............................3.6 OWNER's responsibility to lumish data., I. ........ OWNFR!s responsibility to snake prompt payment ................. ........ 9.3. 14.4, 14.13 precedence ............... .................. I ........... 3.3.3 Record Documents ........ ...... .6.19 Reference to Standards and Specifications, of technical: Societies .... ....... : ....... ............... 33 Related Work ................. I .................................1 7-1- Reporting and Resolving Discreptincies,___.2.5, 3.3 Reuseof.; ...... ........ I ....... P.i ...... ...I..., .3.7 Supplementing ... ................. I .............................3.6 Termination of ENG[NEERs Employmen; .......... 82 Unit Price Wort )1.9 variations ........................................... 3.6,.6.23, 6.27 Visits to Site, ENGINFER's, ...... ....................... 91 Contract Price - adjustment of:,;-;,,,,1.1 I;L3.5.4:1:9.4. 10.1 11.1-11.3 Change of., ....... I.- ........ JI Decision on DkIntI6 ......................... I ............... 9111 definition of ........... .............. .............. 1,11 Contract VniC,-- adjustment of ' __I_ ........ I........ 3.5. 4.1. 9.4. 10.3. 12 Change of ................................................. 12.1-12.4 Commencement of ............................................2.3 definition of .....................................................1..12 CONTRACTOR- Acceptance of Insurance ....... ................... ....... 51 14 Communications ........................... ti_1_6.9.2 Continue Work.........---........._.............1429, 10.4 coordination and scheduling ............ I, ...... - ...... 6� 9.12 definition of ...... I I ....... * ................... ................ 1,13 Limited Reliance on Technical Eiata Authorized , ..... ­11 --- 111 ---- ;I ............... 4. 2.2 May Stop Work or Terminate . ... .... ...... i5.5 provide site access to others ......................... 7-2, 13:2 Safety and Protection... ................ 4.3. 1 -2, 6.16, 6. 18, ....... I ............ ........ I ........ 6:21-6.23, 7.2, 13.2 Shop Drawing and Sample Review War to Submittal .......................................1 6.25 Stop Work requirements... ............................... 14, 5 t2 CONTRACTOR's- Article of Paragraph Number Compensation_ ................ :TI_;_:­­"II.I-I 1.2 Continuing ,Qbligatiork .......... ......................... 14115, Defective Work ........... 9 613.1 0-1114 ........ I ............ � I. I � I Duty to correct ckfecdiv Work .... ................. .. j3.11 Duty to Report -- Changes in the Work caused by Emergency .................... ....... .............. A.23 Defects in Work of OthersI ..............._.7.3 Differing ................ .__...... 4.2.3 Discrepancy in Documents ........ 12,5: 3.111, 61142. Underground Facilities not indicatcde ........ _43:2' Emergencies.......- ..................... --_- ........ (.13 riquipment and Machinery Rental, Cost of the Work.;.;I:..I: 1 11.4.53 Fee --Cost Plus. . ......................... It 14 5A. 11.5- 1, 1 i A General Warranty and Guaranteq_ ... ................ 0.30 Hazard Communication Programs­...................6.22 Indemnification-,-, ......... ........... 6. 1'-) 6-16, 6.31-6.33 Inspection of the Work ..................... 7-3 114, Labor, Materials and Equipment .............. ..... 0.3-6.3 Laws and Regulations, Compliance by,I. Liabifity Insurance- ...... III ......... ....... Notice of Intent to Aplicid .........................9.16, 10.4 obligation to,perform,ond complete theWork ................... ...............................1 0.30 Patent Fees and Royalties, paid for by ................ j6. I Performance and Other Bonds ............ .... I ............ 5,1 Permits,.obtained and paid for by,,,,,,,,,,,,,,,,,,,,,, 6.13 Progress Schedule ... .......... _16.2:8. 19,6.6. ......... ...... zj6.29, 104, 1512.1 Request for r6rmal decisionon disputes 9.11 Responsibilities -- Changes; in the Work;:_:.: ........ 10.1 Concerning Subcontractors, Suppliers and Others ...................... ............... 6.11-6.11 .Continuing the Work ...........................6.29. 10.4 CONTRACTOR's c\pcnse ...... I ........... ....... CONTRACtORs Genera I Warranty and Guarantee ................ ; ------- 1 .............. 6;31) CONTRACTOR s review prior to Shop Drawing or Sample submittal ......... ....... 6.25 Coordination of Work;......,.... I— .... ._' - 6.9;2 Emergencies ..............................................I 0.23' ENGINE-ER's evaluatiom Substitutes or "Or -Equal" Items,__. --------- ____ ;_.6,73 For Acts and Omissions of Others 6.9. Ir69 2, 9..13 for deductible amounMinsuranct% .................. 5.9 general... -t ......... ........... :...7.J, 7.1 7.3, 8.9 Hazardous Communication Programs...__... 6. 221 Indemnification ................................... 6.31-6.33 EK= Ghmam coNDmbtis igio-s (i99f) t:rnnom wt CITY OF FORT COUNS MODIFIC,%TIONS kREV 91991, I:abori Materials and Equipment:._:,.......,¢:3-6,5CONTRACTORS—other..............................................7 Latvsand Regulations:_.._,,,_ - -„6.14 Crnitractual.Liahility lnauranec;;;,;;.,.:- , „ ,:5.:4.1(1 Liabilitylnsuirance ,,,,,; ..........5A. Contractual,Time Limits-il...,,,; Article' orPa"ragraph Number Notice of variation from'Contract Documents. .......................................... 4'7 Patent Pees and Royalties .............................. .§.12. Permits... -_ ::....:.:..:.... .. ... . ..:........:613. Progress, Sch edu I e ........:....:.: _ ...... ,: , _.:..:...: 6,6 .Record Dacutncnts............................._......6.19 felated' Work performed prior to ENGINEER's approval of required submittals.....-..,, 6:28' safe structural'loading....................... .... ....6. iS Safety and Protection ................,- h:20. 7.2, 0:2 Safety Re.presentative.............--.._.....,..:..::,:;6.21 Scheduling the Work .......... :....:.::.:....... ..::..6;9;2 Shop,Drawi6gs and Samples ........................0.24 Sh'op.Drawings and Samples Review by C1iGIATEER...... 6 _6 SitrCleanliness 6.17' Submittal Procedures .................................. 6:25 Substitute Construction Methods and Procedures., .... :.... :., . . ....... ..6,7:2 Substitutes and "Oi-Equal" Reims ,,,,,¢.7:1 Supenn[endenee................. .................. I.......o:'<<. Supervision ....... ...........................................0.1 Survival of Obligations................................6.34 Taxcs..:...................................................... .¢A 5 To Report .................. Use oCPrecaise;..:.:.:...:...... :. .0.16-6:18:630;2A Review Prior to:Shop.Drawing,ai Sample Submittal .............:.::......::...:.:::.:....: 6.25 Right to adjustment for changes in the Work ..... 10.•2 right to claim----_._-- a, 7.1. 9:4, 9.5. 9.11, 1t),2;11.2, 1 E91 12.1; 13.9: 14.8, 15:1. 15.5. 173 Safety atai Protection ..................§120-6,2? 7.2.13:2 Safety Reprewmative..............................;....,.. 6.21 Shop'rhawings and Samples-Submittal.;i_,;624428 Special Consultants_;,,,, ­1'1,4A Substitute Construction Methods and Procedures-.67 Substitutes, and'Or-Equal" Rents. Expense .................. I ................... ....6 TA. 6.7.2 ,Subcontractors, Suppliers and Other;;,,.,,,,,, 6.8-6_I 1 Supervision and:Superintendence .......... 6,1,.6.2, 6.21 Taxes, Payment.by...... :..................... ..............:6.15 Use of Premises_,_. ............................._ ,-6,16-6,19 Warranties aiud guarantees 6.5. 6.30 Warranty of Title .............................................. :14.3 Written Notice Required -- CONTRACTOR stop Work orterminatc ....... 15.5 Reports of Differing Subsurface and Physical Conditions ....................... 42.3 Substantial Completion,........................I....... KS vill Article or Paragraph Number Coordination— CONTRACI.OR's responsibility ......................... 6.9:2' Copiesof Documents ..............................................: 2' Correction Period ..:..:....:.. .........:.....:.:_13,12 Correction, Removal cx Acceptance of Defective Work-- in general :. ......... ........................ 10.4.1, 13.16-1.3.14 Acceptance ofDe/ictive Work; ;, ,13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period .....................:.....................13.12 OWNER May Correct.Defective Work..............13.14 OWNERMay.Stop Work-, ...... ; ...... .... 13,10 Cost -- of Tests and[nspections.....................................13.4, Records11.7 Cost of the. Work -- Bonds and insurance, additional ............... ....11.45:9 Cash Discounts...............................:.........:..11.4.2 CC)N!CRACTtJR's Fee.....:.:::::..::..............I—;11,A Employee E ipenses:...... :....................... ..:...:1 11.4:5 Exclusions tq............................. l L5 General11.4-11.5 Home office and overhead expenses .....................11.5 Losses and damages.....................................11.4.5:6' _ Materials and equipment................................11:4.2' Minor expenses...........................................11.4.5.8 Payroll costs onchangey; 11.4A Performed by.Subcontractors ..:::..:::........::...::::A - IA.3 Records11:7 Rentals of construction oquipment and machinery ...:................'.:. ..........: 11A5.3 Royalty payments; permits and . license fecsr...:................................:...31.4.5.5, Site office and temporary facilities;,,,,,,,,,,,,,,,) i.4.S:2; Special Consultants, CONTRACTOR'S,,.,;,,,,,, j 1.4.4 Supplemental,,,, .......:.. ..... .... ., J 1.4.5 Taxes related to the Work, ......... ............ 3.1,4.5.4 Tests and Inspection ..........................................13.4 Trade Discounts .......:..... ...... ...:......................11.4.2 - Utilities, fuel and sanitary. facilities,,,.: ...... Work after rogular Hours.................................11.4.1 z_.1.1.45:7 Covering Work ..........:......:.....:...............:......)3.6-13.7 Cumulative Remedies, ,,;,,,,,;•,,;...,::__;., 17A-17,.5. Cutting, fitting and patching,_-: ....... - 2 Data„to beTumished by OWNFR ;83 Day -definition of ..................... .......................... IZ2.'_ Decisions on Disputes .................................... 9.11, 9.12 defectivz-detinition of ............ ::.....:..-.----•.-------..1J4 defective Work — Acceptance of ....................... .1Q4:1..13.13 EXW OLNL'RU- CONDITIONS.I glo-8 (1990 hmn ibri) wt MY OF FORT COLLn7S'MOMFICATIONS (REV.9r991' Correction or Removal of, jO.4.1, 13-11 Correction Period,--, ....... t,'­ .11-o.- --- in general.; .13. 14.7. 14.11 Article or Paragraph Number Observation by ENGINEER................................ 9.2 OWNER May;Stop Work ................... ....... ;13.10 Prompt Noii6e of D ' eleds: ................................. :13-1 Rejecting .......... ;. z_ I ;: :.;,. : .............. I..- I.9-6 Uncovering the Work ----------- : ........... :_ ........... J 3, R Definitions ....................... Delays. ......................................4.1, 6.1-9. 12.3-12.4 Delivery of Bonds!--., ... ­'.­'­­­.-­ ......... L .... - .... 2.1 Delivery, of certificates of insurance ........................... 2.7 Determinations for Unit Prices,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 9:10 Differing Subsurface or Phys1citions Notice of. ........ __42.3 ENGTNEtRs Review ................ ; .................... :4.14 Possible Contract Document,; Change,,,,,,,,,,,,,, a.2-5 Possible Price and Times Adjustments .............. 4.1.6 DiscrepanciesmReporting and 3.3.2, 6,14,2 Dispute Resolution - Agreement ': ............................... ; .............. 16.1-16.6 gengii116 Ncdiation ........................................................16.6 Dispute Resolution Agreement .......................... 1§' 1-16.6 Disputes. Decisions by ENGr.\,FEk ........ _ ........ 9.11-9. 1'2 Doctimcnts- Copiesof ....................................................... __1.2 Record 6.19 Reuse of_.. 3.7 Drawings -definition ............ - --- -- -- J-15 Easements ....... I .... I ..... 11 ... ; ..... -.4.1 Et . Tective date of Agreement - definition q ............ Emergencies_... .... ........ ­­ ------- ........... .! ......... 7 E\r6r.N.E- ER - as initial interpreter on disputes,,,,,,,,,,,,,,, 9. 11-9.,12 definition o( ..................................................... 1.17 Limitations on authority and responsibilities,,.;_ 9.13 Replacement of.:..____.._.-._....:...........11 ..... ;­_--s'Z Resident PrcjectRcprcscntativ6'..........................53 EN,Gh,TEEFZ!s Consultant -- �Iefinition ti. .................. !A8 ENGINEERs-, authority and responsibility, limitations on,__-9.13 Authorized Variations in the Work ..................... 9,5 Change Orders, rjesponsibiiiry fo;l_. ..... 9.7, 10, It, 12 Clarifications and Interpretations ... .......... 3.6.3,9.4 Decisions an Disputes-_-. defective Work, notice of 13.1 Evaluation of Substitute iiems.......................... Liability ............... .................................... (,.3-5, 9.12 Notice Work is Aaeptable . 14-13 Observations .... 5.30:2 9;2 OWNER's Representative .............. I ................ .... 9-1 Payments. to LhecogrRACMR, Responsibility for ............ ............. _, 9,9, 14 Recommeridatim of Nymml 14.4; 14.13 Article or Nragriph Numbi:r Responsibilities--Limitutions on ................. 9.11-9.113 Review of Reports on Differing Subsurface and Physical Condition%.. ...... - �.... _ , , - - ,;;,;z.4.2.4 Shop-Drawings.and'Samples. review responsibility .............................. ................. j526 .Status -During C.'aistruction- authorized variations in the Clarifications and lntffpTqtatic * rig_, .............. 9.4, Decisions on Disputes .......................... �?. 11 -9.12 Determinations on Unit Price.,,., ......... ;,9.10 LNG[NFER as Initial Interpreter, ......... 9.11-9.12 FNGTNF.FR ' s Responsibilities ... ...... op. 2 Lim itations an ENGINEER s Authority, acid Responsibilities..............................9.13. -OWNER'S 9.1 Project Representative,.. ------ T_! -------- Rejecting Defective Work.,.... 7 .......................9.6 Shop Drawings, Change Orders and Paymenti ......... ....... z ...... 9.1-9.9 Visits to Site .............. 2 Unit Piice dctcrminatiufis.................................9.10 Visits to Site..,, ......................_._... .................... P.2 Writiten,c6fiscrit require . d .............................. 3.2,9.1 Equipment, Labor, Nbtcrial.s and ........................0.3.6.5 Equipment rentali.Cost of the W&k ............... ... J 1.4.5 Equivalent Materials and Equipment ........................ §;7 error or omissions_,.,,-,:.. ...... ..... 0:33, rvidence of Financial I I Explorations of physical conditions ,.M... ............... Fee, CONTRACTOWs-Costs Plus....._.................... 11.6 Field Order- definitim of ......... 1.19 issued by ENGINEER ................................ 3.6.1.9.5 Final Application for Payment ...............................14.12 Final Inspection..: ................................. . ....... 14-11 Final Payment" and Acceptance ...... .............. ........ 14.13-14J4 Prior to, for cash allowances...............................11.8 General Provisions-_............_ ... ........... ......... 173w 1 7A General Requirements -- definition of..................................................:J. 20 principal references to .............. 2;6, 6.4, 6.C-6.7,.6-14 Giving Notibe.__. .................... .............. 17.1 Guarantee of Work -by CONTRACTOR ........ 6.30, 14.12 Hazard Communication Programs ........................... 6.22 Ilazardous Waste - definition of ..................................................... J.21 general ------------- .................. .. ------- 7_45 OWNIkR's responsibility for .............................. A'.10 EJCDC 6ENERAL CONI)MONS 1910 -8 (1990 EDMON) wl (ITY OF FORTMLLINS MODIFICATIONS 4.RFV 9l991• Indemnification. ..................... ­A]2­6;16, 6,31-6.3-3 1.nJtialiy Acceptable Schedules...-,,,,,,.,,,,,,. ...... .:� ... 2.9 ........... 1,.9.13.a, 135;,14*12 Final....................... ............. ..................... J4,11 Article or Paragraph l4umbei Special, required by ENGINEER ......................... 9:6 Tests'arid .... 8.7, 13.3-13.4' Insurance— Acdeptance of -by OWNER .. ........................... 5.14 Aciditionil; required by changes. in LheWork ......... ............. ;­ 11.4.5.9 ................. Before starting the Work: ........... Bonds �and--in general , ..... I ................................ ... 5 Cancellation Provisions* ............................. ...... 5,8 Certificsites of lz,2.7,.5,53, SAA 1_54.13. ...... ... J.6.5, 5,8, 5,14, 9.13.4. 14,12 completed operations,;,,,,,,;,,,,,,,,,,,,,,,,,. . ....... ...5A. 13, CONTRACTORs Liability .................................. 5.4 CONTRACTOR's obj ectim to coverage,,,., t.,._,5.A4 Contractual Liability ...................................... 5A.10 deductible amounts, CONTRACTORS responsibility ..................... ; .............. I., ......... 5;9 Final Application for Payment " .. ............ Licensed 1fisurers ........... ......... ...... Notice requirements, material chargc* ........ 5:8. 10.5 Option to Replace ........................... ............ 5; 14 other special insurances:.............I.................... 5.10 OWNER as fiduciary for insureds ... .......... 5N1 5i13 OWNEIVs Liability ....................................I.......55 O%LW.M-s Responsibility ............................. ...... 8:5 Partial Utilization, Property Insurance-., Reccipf and Application of Insurance Procced!.............................................. 5.12-5:11 Specialltisurance .............. .... 5.10 Waiver of Rights ....... Intent of Contract Duecnt:i .................. 3A*-3:4' Interpretations and Clarifications ..................... 3:63, 9.4 Investigations ofphysiml-mnditions... ................... .14.2 Lnbor. b4aterihis and Equipment ............ z ............. . . 6:345 Lands -- and Easements ................................................... 8.4 Availability of., .......... ............. ........ ....... _:4.1. 8.4, Reports and Tests. Laws andRegulations--Laws or Regulations -- Bonds 5X-5, 2 Changes in the Work._, ....... _j;z; ............... 10A Contract Documents., ... ... L__,3>1 CONTRACTOR's Responsibilities .....................6:14 Correction Period, defective Work„ „.13.12 Cost of the Work, taxes ............... ................. HASA definition.of ................................... gencral6.14 Indemnificaticin ...... .................................. 6;31m6.33 Insurance— ......... I.....: ............. .......................... 5!3 3.3.3 Reference to. ..................... Safety and Protection,,,_, __:.;620 132 Subcontractors,,Supplicrs and Others, .......... 6,8-6.11 Article or Paragraph Number., Test's an ' d Inspections ............................. !._13.5 .Use of Premises...:.A. 14 — ­­! ­;­ .... z .... I ... I --- 6.16 Visits to Site_ .. ................... 9.2 Liability lnsuiincc-- CONTRACroics .......................... OWNERS;� .............. ........ ................. ...... Licensed Sureties and'lnsurers; ........... ......... ...... iJ Liens -- Application for Progress Payment ............. .... 14.2 CONTIRAcTOR's Warranty of Title ........ ........ -Final Application for P6ymcnt....,,, ........ ._:; � .... 1-4, 12 definition of ......................................... ......... t -23 Waiver of Claims_....._ ............................... _;, 1 1 .4.15. Limitations on ENGMER's authority and responsibilities, ............................... Limited Reliance by CONTRACTOR Aidliorized 41"2, Maintenance and Operating Manuals — Final Application for 14.1 2) Manuals (of others)" Precedence Reference to -in Contract boeument* .................. 3;3.1 Materials and equipment-. furnished by CONTRACTOR ............................... 6.3 not incorporated in Work ................................... 14.2' .\49tgrialsorcquipTnent--equivalen Mediation -(Optional),.;; ..... ........ ._.I.J6.7 milestones --definition of ... ...... ......... ,Miscellaneous — Computation ....... ...... 17,2' Cumulative'RemediLs. ............. .......17..4 Giving Notice .................................... ; ....... ....... 17A Notice of Claim ................................................. 17-3 OriAssional Fces and Coun Costs Included., ..... ;,17.5 Multi -prime contracts..._..... 7 Not Shown or Indicated ................... _­ ................ 43• 2 Notice of -- Acceptability. of Project.., ................. ................ 14.13. Award, 25 Claim ).73- Dofects.13.1 Differing S&hsurlhce•or Physical-Canditions; ------- 4.2.3 Giving ........ 1:z, z1. 1. I_ i _1 Ii. 17A Tests and Inspections,,,.,,,,,:.............................. 133 Variation; Shop Drawing and Samplq............ ... 6.27 Notice to Proceed -- definition of .......................................... .......... A.26 givingof .....................................I.......................13 EJCDC GENLRAL CONDITIONS I glo-s (1990 Li:irriw Wt CITY OF FORT` COLI.rh's N40DIFICAPONS (REV, 9".1 Notification to Surety ............................................ j 0.3 Observations, by'F4NGINEF.*R,_,,,, : ..... 6.30, 9,2 Occupancy of the Work,,,,,,_...,,_;,,,, 5. 1 5: 6.30.2.4. 14,10 Onfissions dr acts by CONTRACTOR ' ....... :_;_,6.9. 9)3 Open Peril policy form, Insurance-... ...................... 5.6 Option to Replace, ................................................... 5.14 Article or Nragraph- I Numbe x "Or Equal" Items .......................................................6.7 Other work 7 Overtime Work: -prohibition of........._ ...... 63 OWNER-— Acceptance of defective Work! ......................... J3.13 appoint- an- ENGINE ER................................... as fiduciary,,, ...... :_ ....................... ........ 5.12-SA3 Availability, of Lands, responsibility .................... A.1 definition 6C.. ................................ .................. ..1.27 data, furnish_, ......... ; ......... ;,:-8.3 MCorrect Defec&F Work .................... : .... :JU4 Niay refuse to make payment ........... ................. J�4_7 Wv Stop the Work ............................ ........... _13.10 May Suspend Work, Terminate,, ................ ... l3.8. 13.10. 15,1-15.4 Payment, make prompt . .................... ]3, 14.4, 14.13 paformanm of other work ............................... _73 permits and licenses, K 13 pLirchased insurance requirements,,;,,,,;,,,,,, . I o OWNERs-- Aoceptance of the Work ............ .................. 0.30.2.5 I Change Orders, obligation to cxeLutF ......... ;9.6, IUA Communications ................................................ 8.1 Coordination of the Work 7-4 Disputes, request for -decision ............................9.11 Inspections, tests and 13.4 Liability 5 Notice Of Defects ................................ ; ............. 13.1 Repiesemative--Mring Construction, INGINEEWs SAarvis., ... ­0­ ................ I ........ 1.9.1 Resp6nsibilities-- Asbestos. PCBs PeLruhum-Hazardous Waste or Radioactive DIaterial 8.10 Change Orders - .. .......... 9.6 Changes in . .. communications .............. ....... .................... X1 CONTRACTORS rcsponsibilitiLi ... I ........ ...... 8.0 evidence of financial arrangements•....... 8,11 inspections, tests and appTDVRI*,, ..... 7 insurance * 3.5 lands and easements ..................................... ... ..................... 8.4 prompt payment .................... N3 r6placement of ENGINEER ... ......... J., reports and tests ............................................. &4 stop or suspend Work ................. :$.S; 13. lot 15'1 terminate CONTRACTORS SerViCeS 7' 15.2 separate representative at sit.9 ..................... 1.1.9-3 testing. independent..._ ....... 13.4 Use or occupancy of the' Work ._ ....... __ J. 15;6,30,14.44. 10 writteii consent or approral required ......................................... 9,1. 6.3, 11.4 EJLW,MNV(AL CONDITIONS 1910-8 (1"0 EDITION) %Y/ CITY OF FORT MLL It MOT)MCATIONS (.RF.V 91991. Article or Paragraph Number written riotiEe riquirM.._ ....... 9.4, 9.11. ...................................11.2. 11.9, 14_7_!5A PCBs--' definition . of', ........... general: ........... _ ...................................... ......... 4:5 OWNEWi responsibility for . ............................ I. :..S: 10, Partial litilization— ,definition ......... J.-28 genentl6.30.2.4, 14.10 Property insurance, ............................................ 5115 Patent Fees and Royalties:..... ................ ...... Payment Bonds .................. ....... __J.1-512 Payments, Recommendation of-­.­q­.. 14,4447, 14:13 Payments to CONTRACTOR and Completion— _ Application for ProgressPaymcnts_-_., .... .......... 14:2' coNTPACTOR's Warrtuity of Final Application for Payment,,;._,. .;,14,12, Final inspection..............................................14.11 Final �Papiient and Acceptance:..........,_- 14.13-14-14 general "'*"* ............. ': ........ 14 Partial Utilization........ ................. 14.10 Reta inage ..........................................................14, 2: Review of X5plications for, Progress Payments ... ................ ;; ...... :_J4.4:14.1 Prompt payment ...... ................. ........... Schedule of VaIU52k ...... ................. ........... I ... 14A �Substantial Completiort .............................. 14.9-14 ' 9 Waiver of Claims .......................................... J4:15 when payments due ............................. 14A, 14:13 withholding payment ... .......... * ........... ............. 141 Performance Bon4, Permits Petroleum — definition of general......... ...................................... 4:5 OWNERs responsibility ................... 8:10 Phyiical Conditions— Drawings oC in or relating tQ ......................... 4.2-1.2 ENGMER's review ........................................4.2.4 e istirig structures .......... --- --------- �4.4.1 2 general4.2. L*2 .......................................................... Notice of Differing Subsurface or .....................4.2.3 Possible Contract Document&.Change... ....... __ 4.15 Possible Price and Times Adjustmptll ............... 4.2.6 Reports- and Drawings ................ ..................... 4.2:1 Subsurface and ....................................................4.2 Subsurface Conditions Technical Data, LimitQ Relianceby CONTRACTOR Authorized Underground Facilities --- general........................................... ............ :4, Not Shown or [ndicacd,_._------------- Protection of-- ...... I .................... I ...... Yii Article or Paragraph Number, Shown of fficlicated—_:,; ............ .......... 431 Technical Data .......................... ............. ... 4.2:2 Preconstructi6n Conferencq_ .................................... 2.8 Preliminary - Matters,_., 1) Preliminary, Schedule;, ............................. �2,6 Premises, Use or .............................................63 Is' Rice; Change of Contraq ........................................... I I iftitiOn Of, Price, Contra t7-dCft ...... :­ ....... I - H Pr6gress Payment, Applications for ._ J4,2 ProgrciLs Payment­rctiinag; ....................................14:' Pro resi schedule, CONTRACTOR., ......... :. 1.6; 2:9' 6.6, 6.29-10.4. 15.2.1 Project —definition ........ T., ...... ­11.1.31 ,Project Representative-- E;NGHqEERs Status During Construction.,.:.,..... 9.3' Project Representative,, kcsident.-derinition of,, promptpayiknt by OWNFR.;..;..:; ..... A83 PropertyInsurance_: Additional 53 generalS.6-5:.10 Partial Utilization, ....... --------- 15.15; 14, 10.,-) receipt and applidation,of proceed ............ 5J2-5.13, Protection, Safety and,..; .......................... (1.2":21, 132 P6ch list ............ ...... 1,4.11 Radioactive Nfittcrial­ ,dcrintionof ......................................................1.32 genertil4.5 OWNER's responsibility for ................... .......... ll. 10 Recommendation of Paymcqt ................ 14.4, 14.'5; 14.13 Record Documcnts . ...................................... §. I 9; 14.1 Records, procedures for m aintairun's ..........................2.8 Rcfercncc.Poihis ..........-.. i­i. _. _ L ; i ...... ­A4 Refe.rence.16 Standards and' Specifications of Technical Societies ................ ..... I ............ ... .... 33' Regulations. Lows and (or) ............... ........ ...... __6 '14 fcjL6tingrl)L'Y!C.tii,e.%VA...... ........ ............ �9.6 Related Work -- at Site :7.1-7'3 Performed prior to Shop,Drawinp and Samples submittals review,,,,,,,,,,,,,,,,,,,, G228 Remedies, cumulative,_:.,,., .. _4.. ...... ;___l,7A, ITS Rcmobal,crr CorTection MDzfectfw W6&_ ......... _13.11 rental agreements OWNER approval required .... 11.4.53 replacement ofENGINEER. by.OWNER....................8.2 Reporting and Resolving, Discrepancies................................151 3.3.1,6.14.2 Reports -- and Drawmgs.. and Tests. QVV`NBVs respofisibil.ity,; ... ;8.4' Resident and Project Repres-entative-- definition of ...................................................1.33 provisionfor ................... ......................................... 93* WCDC MNEICAL COMMONS 1910.8 (1990 LDIT16N) WiLITYOF FORT COLLINS MODIFICATIONS (RFV V99y Article or Paragraph Number Resident. Superintendent, C.O.ITRACTOR'y.::.::.::::.....6,2 Responsibilities-= CONTRKCTOR's-in general ................................ 6 ENGINEER's-in general........................................9 Limitations on............................... .......... .... 9.13 OWNER's-in general ........::..::...: ............. I-- 3 Retainagz .:.......:.:::..:.:. ......:. ,..... ..... Reuse of:Documents.................................................3:7 Review by CONTRACTOR: Shop Drawings .and Samples Prins to Submittal.-, ............... ....... :.6.25 Review of Applications fur Progress Payments....................................a4.4-14.7 Right town adjustment...........................................10.2 Rightsof Way ------------ ................ .._... ................... 4.1 Royalties, Patent Fees and ..: ...... :............ :............... 6:12 Safe Structural Loading..........................................6.18 Safety= and Protection..._..,., , 4.3.2, 6.16, 6.18. 620 G:31: 7.2. 13.2 general.....................................................0.2a6 23 Representative, CONTRACTOR''s:......................¢.21' Samples-- defiiution of ......... :.:.:..:....:..::...:............. .:.::...... 1.34 general........::.......................................... 6.24-6.'8 Review by CONTRACTOR......_ ....................... 6.25 Review by ENGINEER ...... ........................ 6,?6, 6.27 related Work.....................................................6:28 submittal of ................................................... F?4:2 submittal procedures.........................................6.25 Schedule of progress,,,,,,,;,,,,,,,,,, 2.6. 2.8-2.9. 6.6, ......... .::.:...:..:.......:....6;29, 104, 15.2.1 Schedule of Shop Drawing and Sample Submittals 2.6, 2.8-2.9, 5.24-6;28 Schedule of Values..............................2.6, 2.8-2.9, 14.1 Schedules- Adherence to. 15.2.1 Adjusting.......................................................... 0.6 Change of Ctintraci Times.................................10.4 Initially Acceptable,,,,,;,,;;;;,,,,,_„ 1.8, 2.9 Preliminary ....................................... .....2.6 Scope of Changes . ...................................... 10.3-10.4 Subsurface Conditions ........................................ 4.2.1.1 Shop Drawings -- and Samples:,general................................ G,24-6:28 Change Orders .& Applications for - Payments, and..' : ..... .::.:....'-------- :....:_:.:.9.7.9.9 definition of ..-..:.::::r.:.... 1:,.135 ENGINEER's approval of.................................3.6.2 ENGINE Ms tesponsibiliiy for review ..................................... 9.7; 6.24-6.28 related Work...--- ---------- ------- -- ---- 6 28 -- review procedures, ............................ ­2.8, 624-6:28 Article or Paragraph Number submittal required................................................6.24.1 Submittal Procedures.........................................6.25 use to approve substitutions, ..................„__...._ 6.73 Shown or Indicated ............................................... �13', I ... ... Site Access......................................................7 2:.13.? Site. Cleanliness:...................................................: 617 Site, Visits in- by ENGINEER..:_ .....:....... 9.2. 13.2 byother•s............................................. ............. 13.2 .spccia6causcs of loss" policy form, insurance .......:.....:..:_. .. 5.6.2 definition oC.,.,,,,•:....::..................:.:.-,•:-:,,.1:36 Specifications- definati ow of. ....:........ .......................................1.36 6FTechnical'Societies, reference to-;,,_,;,;,-;,.,,.3.3:1 precedence., .................:....:.............................3; 3:3 Standards and Specifications of Technical Societies.._„.._...............................3.3 Starting Construction, Before, ............................. 4.2.5-2.8 Starting the WorF ... .............................................. 2.4 Stop or Suspend Work -- by CONTRACTOR:...................................:.....:15.5 by OWNER .... :...... .::.... :.:...::::...:.:_8.8, 13.10, 15.1. Storage of materialsand egiupmerit_,,,,,,,,,;,,,I. 7.2 Structural Loading, Safety........................................6.18 Subcontractor- Concerning ....................................... ......... 6.8-6. I 1 definition of ............................. ....................1:37 delays ................................. 12.3 waiver of rights,, .... .............................. ...........6. I I Subcontracturs-in general' ; ,;,;;,,;;;,;,;;,„_,,,.,.-„ 6.8-6.11 Subcontracts;,required provi6on$,,,,_:;..5 LI, 6111, 61-4,3 Submittals" Applications for Payment.................................13:2 Maintenance and Operation Manuals .............. 14.12 Procedures,.__........__._....: ....... - 6.25 Progress Schedules.............................::.......2.6.2:9 Samples . ........................... ...... ................. 6.24-6.28 Schedule of Values . .................................... 2.6,.14-1. Schedule of Shop Drawings and Samples Submissions.........:............................''-.6. 2.8-''_:9 Shop; Drawines:........................................6.24-6.28 Substantial Completion - certification of ............:.............. .6.30 2 3: 14.8-14.9 definition of:...................................................1-38 Substitute Construction Methods or Procedures..,.,:. 6.7.2 Suhstitutcs and "Or Equal" Items.............:..:.:..:::.6.7 CONTRACTOR'S Epense;;,;,,,,,,;,;;,,;;,,,,0.7.1.3 ENGINEER'S Evaluation .................................6.73 "Or-E qua l.................................................... 6. 7.1.1 Substitute Construction Methods xiii anew GLN12 AL CONDMONS 1910•8 11990 EDIT10N1 w/ CITY OF FORT COLL M. MODIFICATIONS QiEV 9/99) Aitiele or Paragraph Number or Procedures: ............................................ 0.7.1. Substitute Items 6.7.1.2, Subsurface and Physical Conditions-: Drawingsof in.or relatiig to ......................... 4.2.1,2 ENLG17NEER's Review: ..................................... 4.2.4 general;.. ....... . ,Limited Reliance by CONTRACTOR ................... .4 ....... ........ I., Notice of Differing,Subsurfacc or -al Physic 4:2.3 Physical Conditions......._, .._,, ......... 7 ....... Possible Contiact Documents Change ............... 4.2,5' Possible Price andTimes Adjustments, ..... :: ....... 4.2.6 Reports And Drawings.., .......... ; ---- .......... 4.2A Siibsurface and, ......... M .... F I...: ... : ........ .:: ..... 42. Subsurface' Conditions it the Site .................... .4.2. 1 , I . Technical Data ........... Stiperviiiiin- MiTRACTORs responsibility__,-_.-,_ -_..•.._ ... 0,1 OWNER shall not supervise ...... * ........ .................. 8,9 ENGINEER shall I not supervise.............. Superintendence.., .............. SLiperint6ndent, CONTRACTOR's iesident ............. :. 6.2.' Supplemental costs .............................................. . 11,4:5 Supplementary Conditions— defiriition 6C .....................................................).39 principal references tq ................. )A 011. 1. IS, 2.2, 2.7, ..................­ I.A2, 43, 5.1, 5:3, 5.4, 5:6-5,9;. ................ 5.11. 6.8, 6.13. 7_4; 9:11, , 93; 9.10 Supplementing CZintract Document* ..... Supplier-t definition of ......... ; ................... ............ ;;._j.46 principal references tO ........... 7; 6.5, 6, 9-6 11. 6:20. ------- :­, ..................... 24. ' 9.13, 14.12 Waiver of Rights ........ 1­1­11� ...... �: ...... Surety - consent to final payment,,,,,,,,,,,,,,,,,,,,,,, 14.12, 14.14 ENGINEER has no duty to::.............................. 9.13 Notification of z ........ qualification of ......... .......... .................... 5 Survival ofObligations ......................... ................ .34 Suspend Work, OWNER May ........................ j 3. 1 0_ 15:1 Suspension of Work, and Termination--,,.- . ............15 CONTR.,\CTOR May StopWork or Terminate, ....................................... ...... 15.5 OWNER May.Sitspend Work ... 5j, OWNER May Term inate, ...... ; ... 15.2-15.4 Tax,es-1payment by CONTRACTOR........................ 615 Technical Data - Limited Reliance by C6INTRACTOR,................a.2.2 possible Price and Times Reports of Differing Subsurface and Physical- Conditions .................................... 4.2.3. xiv Temporary construction facilities .............................. A I Article or Paragraph Number Term ination- by CONTRACTOR : : I": :7-� 7�' 15.5 - I ,.,.,- - by OWNER .............................. 8.3; 15.1-15.4 of ENGINHERs cruployinent ............................ _l3;2, Suspension of Work'' -in general .............................15 Terms and Teits and lnspectibns-; A6ccss to the Work, by othcis,, ................. ......... j 3,2 CONTRACTOR's responsibilities ...................... j 3.5 cost of 13.4 covering Work prior tq ...................... __.jI&l3.7 Laws and Regulations (or),,,,,,....: ...................... 13.5 Notice of Defects::......_ 13.1 'OW- W.R May Stop Work ............. 13. i6. ,OWNER's independcriI testing.... ...... ............ ji;l special, iequired by ENGINEER , ......................... 9-6 timely notice requiied, ........... ............ ............. 13.4� Uncovering the Work, at ENGII =-s request:,;,,:,,...- .... ....... -------- 118113:9- Times— Adjustin& ............ ............ ; ....... I ....................... Change of Contract .. ........... orri C potation of .................................. Contract Times"definiiion of ........................... j: 12 day . ................. ............ J7.2.2, MiLstortes.......................................................... )2' Requirements -- appeals.......... ..................... ....... ; ........ y,10, 16 clarifications, claims and -disputes.,_, ... H_l 1.2. 12 C6:nmencemiiibof Contrnct-Tiiiies.,,,,-�.,,,,,.'2:3 Pr6construction Confereneq.., ........ Z.s schedules ................'......................... 2:6, 2.9, 616 Starting the. Work .... . .... .. ..... ............. ---------- - Title,' Warranty of., ............ .............. .... _143. Uncovering Work ............................. ........... :JIS-119 Underground Facilitici, Physical Conditions-. .definition o.......:.......:........I............:............... 1.41 got Shown or Indicated._,_,-, 4.3.2 Prolection.of__. .................. I ............. 4.3, 6,iO Shown or Indicated..........................................4.3.1 Unit Price Work - Claims -definition of J. 42 generall 1.9, 14.1, 14. r5 Unit Prices— general 11.3.1 Determination for ............. I .................. 9,10 Use of Premises.......................... 6. 16, 6:18, 6.3014 Utility owners.:,.........................(.13; 6.2201 7.1-7.3, 13.2 Utilization. Partial---------------- _.1.28. 3.15, 6.30.2.4. 14.10 Value of the Work ............................... I., ...........11.3 Values, Schedule of ....... ....................... 2.6. 2.8-Z9. 14.1 - EX-M GENLRAL COMMONS 1410-8 (1900 MIT[614) cal CITY OF FOPTCOLMS M0DMCAr0N.s(.RrV.9iqr Variations in Work= -Minor 6;27,9.5 Article or Paragraph Number. Visits,fo Site-* ENGINEER....................................9.2 Waiver of Claims --on Final Payment., ... .,.:: ......... 14.15 Waiver of Rights.by insured partic5 .................. 5.11;.6.11 Warranty. and Guarantec..Gencrul--by CONTRACTOR ................................................6.36 Warranty of Title, CONTRACTORs..., ......... ;z__;:j4'r3 Work — Accessto.._ ................................ I ...................... I.V byothers, ............................................................. 7 Changes in the ........................................... Continuing the,.-..?. -- _,...................... ...... $-29 CONTRACTOR May Stop Work or Terminate Coordination of„,;,,,,,,,;,;,;,;;,;,,;7.4' Cost of the ........... ...... ............. dif-inition of ........ ............. 1. .............. I ' A3 neglected by CONTRACTOR ............................ 13-14 other Work -1 OWNER May Stop Work ------........ ............ OWNER May Suspend Work ................... J3-10t 15,1 Related, Work.at Site ............................ : ...... 1.7.1-7:3 Starting ...... .... Stopping by CONTRACTOR ...... Stopping by OWNER ................................. 15.1-15.4 Variation and deviation authorized, Minor..-,., ...... 3.6 Work Change Directive — claims pursuant to, .......................................... J0.2 dcfiriition of ......................... .............. ........ 1-44 Principal references to ....................... 3.5.3,,10.1-10.2 Written Amendment-- &finition ............... ..... . 1745 principal references to ... ; ........... I 5, 1 2, ....................... q.6.2' 6.8.2; 6.19, 10.1, 1014, .......... ................. 1.2. 12.1. 13. 1 2.2.1 4.71 Written Clarifications and Interpretations .................. .... 3.6.1.9.4. 9.1 b Written Notice Required — by CONTRACTOR'............................. ....:.....I--,.,.....„- . ...... .... L-L. 10.4, 1 L2. 12.1 byOWNI-'R .................... �y' 10.9, 11, 1 U'4' i I `J 13.14 Iv -01-tION) EX= M-NO(AL CONDITIONS 1910 -S (t"O L %V/ CITY OF FORT MUMS MDOCATIONS (MV 91991. EILW,MNIXAL CQNDf7lfOW191".(IqVo MMON) V� CITY.OF FURTiMUNMIMODII-I CA IIONS (RFV,91W,l 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. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Rev10/20/07 Section 00100 Page 1 GENERAL CONDITIONS ARTICLE 1-DEFIIN TONS Wherever used in these General Conditions:or in the other. 'Coraracv Documents the -folio wiiw�. terms have the, meanings indioitrd which are- =- mble to both the _singular and plural thereof; I.I.. Addenda —Written or graphic instruments issued prior to the opening of Bids d4hich clarify, correct or ,change the Bidding. Requirements or the, Contract Documents 12. Agreement—The:wtitten contract benvccn OWNER :and CONTRaCCOR o uveiing the Workto be performed: other ( :ontract Doctimetms ire ittaehed to theAgreement :and madea part thereof as pwvided therein. 1.3. i4ppplicadoii for Payment—The."form accTd by ENGIMIR which is to he used by CUTMACrORin requesting progress or final paymcnwand which is to be au:ompuniul by such supporting doctimenmlion as is required�by the Contract Documents. 1.4,. Asbeamr-Anv material that contains more'that erne percentisbw-Aix; and is tiiableor is releasing asbestos fibers, .into the iirnbove current.action levels esmhlished by the' united States Occupational Safety, and Health Administration. 1.5, Bid -The offer or proposal of the bidd:r submitted on the prescribed form setting. Mrth the prices for the. Work to he performed. 1,6. Bidrfirig, Dociunenu—The advertisement, or invitation to Bid, mstructiom to bidders, the. Bid form;.and the,proposed Contract Documents Addenda issuer, prior to receipt of Bids). 1;7. Bi'ddnq .Requimmenbr.-T.hc .adversement or invitation to Bid, instructions to bidders, and the Bid form: 1.8. Bonct—Performantce,and Payment bonds and other instruments of security: 1.9. Change Oiler —A, document recommended by ENVINEGR, which, is; signet, by CONTRACTOR and OWNER•and authorizes art addititim,deletionor revision in ,[he Work, or'.an. adjustment in the Contract Price or the, Contract Tines, issued im•or after ihe Effective Date: of the _Agreement I.M Contract DanlmisM.i—Tha' Agrecmefii .Aldenila, (which pertain to the Contract Documenti); CONITRACI'OR's Bid (ineludirig documentation .accompanying the, Bid and any post"Bid dociuncntation submitted prior to the Notice of'Awaid) when attached es an exhibit to the Agreement the Notice to Proceed, the Boils. these General Conditions, the Supplementary Conditions, the :Specifications and the Dmwings:as the ai any ciF Foxy rou.tNs arouaFICATIONs tamer •taaum same are, more specifically identified ih the Agreement. Together with all Written-Amenilmetim. Change Orders, Work Change Directives Field Orders and ENGINEER's µlinen interpretatiom aril clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3' en or after the Effective Date of the agreement_ Shop Drawing submittals .approved.pursueint to paragraphs 6:26 and:6.27 and the reports an l drawings referred- to,in paragraphs a 2.1 and 4.2' are not Ctmuaox Documents, I.H. Ciintract Price_ —The munevs. payable by 6WNER'io CONTRACTOR for canpletion•ofthe 'Weik in accordance with the Cataract Mcuments as scud in the Agreement tocct t0 the provisions' •of paragmph1.1.9.1 in t1 , case of Unit Price Work). 1':12: Contrucl Times —The numbers of days or the -dates stated in.the Agreement (i) to achieve'Subst;imial Completion, and (i) to complete the Wick so that it is ready' tf+r -final payment as evidenced by I-MINSP.R's written recommendation of rural payment in accordance With paragraph 14:11, t_13. C'0N7XACTOR—The person, firm pi corporation tviih whom OWNER has emired'atto the Agreement. 1'.14. &&cove —An adjective ,which iwhen modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it, ' does not conform to the Contract Documents, or sloes' ot"mect the requirements of any inspection reference standard, last or approval referred to in the Contract Documents, or has been damaged prior to ENG11TEEWs recommendation - of foal payment (unless respomsibilityfew the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14,$ or 14,10), 1.15: Drawings -The drawings which show the scope, extent and character, of the Work: to be fumished and performed by CONTRACTOR and which have been prepared or,apprcw'ed by ENGINEER and are referred to in .the. Contract Dgcuments,. Shop, drawings are not Dmwings as so defined. 1.16:. Ej%ctity Date of die lgreenxnt-The dare indieated'inthe Agreement on which it becoinis elfeuive; but if no such date is indicated it means the_date onwhich the Aeeement is signed .and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER -The person, firm or cusp sari n .named as such -in the Agreement. 1.13: ENUINEEA's Conaillant—A' person, firm• or icorpomtion having a contract with ENGINEW to furnish services as ENGDMEP's independent professional ussociate or comultantWith ,respect to the'Project,and Who is identified as such in llw:Supplementary Conditioner 1.19. Field Order -A written order issued by 24GDJEER which orders minor changes in the Wort: in accordanec with paragrapphh 9.5 bin which .does na involve• a chlln6e in the Cc1an1dV1ce or the Contract Times., L2Q: �Ge»grdl Rdgaitvn:Mts-Sections of Didicion I of Ihi Spetificatiorn: 1.21.. Hracanibus Wiale-The trim Hazardous Waste shall leave'the meaning providedIn Sccuon 1004'of _ihe"Solid Waae:Disposal An (42 USC'Seciion 6yt_13) as amended from time W tune. Laitu and Re julariom,` Loos' or Regidatrons-?Any and all. ayplicable laws, tales. regulations ordinaru es coziesiand 'onlers of.'arip inch all. goveininental'.bgil cs,, agences:• atithoiities and totals having jtniuljctiim 1.222.E Legal 1161idays-sliall•be-those holidivs obsrved by'the Ciry of Fort Col [iris: 1.23. Lies -Liens, charees, security interests a. enqumbrarims upon real property or personal property. 1-24. lvlikstonv--A pprrincipal ,event speed ed', in the Contract, Documents relating to, an intermediate completion' data�or,.time prior to Substantial Cannpletion of all the Work. 1:25p A'once.ofAtvatii-A writtcn,notice by OWNER; to, the'appaicnt successful hidden"tatirng•that upon compliance' by the appaarmt successful rudder, with the cnnditiom• ,preceddii enumerated therein, within, the time specified, OWNER will: sigh and deliver the Agreement. 1,26. Vodca to Proceed -A written notice given by OWNER to CONTR.ACTOR.(with aeopy yi ENUINF.ER) 6:dng the dato -on which the, Contract Times will commencetorun and on which CONI; RACTOR shallstart' to .pciform CONTRACTOR'S obligations undia ' the Coronae Documents, 1.27. UIVNFR-The public body or authority, ccuorr1prc,ruhon,. association, firm, or person with whim[ CONTRACTOR has enteral into the Agriemdytt and for whom the Work is to be:provided I28. Partial Utllrsation-Use. by OWNER. of a suhstiiaially complctcd.part of the - Work- for.the ptupasc fa which it is' inter aied (or. a related purpose) prior to Suhaatitial'Co mpleu m or ali the Wn.& 1.29. PCBs -Polychlorinated biphenyls. 1.30: Penvkia -Petroleum• atcluding crude oil a any Gaction thereof. which is liquid at sundaid conditioi.6 of temperatuie anal pressure (60. degrees. Fahrenticil' and 14.7 pounds per, square inch absolute), such• as oil, petroleum; fuel oil. -oil sludge, oil refuse:: 6nrsoline..kcroscme and oil miwd with other mxid{actrdoua Wastes and'crude oats., .1.31. Project -The total construction of which the Work to be provided wider the Contract Docu mtints may, be the whole, or a parr as indicated elsewhere in 'the, Contract Document& 132..a .Rat ibwffiv A'faterial-Source. sPecial nuclear: or. I> Trroduct.mataial as. dcfiried by the Atomic Energy Act of EJCM Ge;h'RAL COr`1OI noNST 91 im om Etfitim) W UTT OF FORT COLLI M MODIFICATIONS UiEy 4!2aaa) 1954 (42•USC:$eeuon 20,11 et seq:) as amended frofa .time to time. 13315Ra¢iilitr Woti g Hmirr-Reeular workine hour ,are ,defined ..as ­ 7 00am_ .w 6:00pm unless---otlienvise s3tecitied inithe Gerteirat Reauiretrients., 1.33: Resident Project Reprasentodiva The_ authorized representative of L'NGNEER who may bcassianedlo the site or any putt thereof 1.34.. Smriples4lD;sical' examples of mates Is. equipment or workmanship that are: representative of :same portion oC•thc. Woik and which establish the -standards by Whicli such portion of thii Wnrk -will be judged. 1.35: ,Shop DwKings-All -drawings,, diagrams;. illustmtiuns ,sdliedules and other data or inhumation which are spcciticalf prepared or assembled by or for. CO 7f - CTOR' and sutuntted by CONTRACTOR -to ;illustrate sonic portion of the Work, 136. ;Specftatiorrs-'those, portions of the Contract t7oe tments.canstshng of,`µTitten technical descriptions of ,materials, equipincm6 construction Systems, standards and workmanship as applied' to - the Work 'and certain .administrative dctaik appliciible Ihereio: 1.37; Sutbe_o itractor-An individual, am orLorpomtion, hiving a. direct coratact with,com.rRACTOR or with any other:Subcoritmctir for,tkc.performance of apart 6f.6e Work at iltc site 1.38: Subslanfal Completion=Thc Work (or it R,mifred, part thereof) has pngrvksed to the. Qoiru where; in. the ,apulicn of ENGINEER as :evudenazl by ENGI -ER's definitive certificate. oU Substantial Completion. . itis sutficieritly compleK.in accoidanCx with thc'Conmmt Documcnts, so that the Work (or specified pFut)"can be utilized for the purposes lot which it',is intended; or if no such cerlifiatte is issued when the Work is Complete and ready for fuval'payment as evidenced by FNIrINF.ER's w�jttcn recommendation of final paymenr in accordance with paragraph 1413. The terms "substantially cr' olete" and "substimtially completed" as applied to all or pair of tine Work,refer, to ,Substantial Completion thereof, 13.9. Supplementary Conditiotu-The ,part of the. Contract Dncum&ai which atnendsoisupplemems,Lhase Einar l Condition•. L40.. Siipplier=A manufacturer; Ilibricstar, supplier, distributor. mtderinlman'or vendoi having a direct contract with CONTRACTOR or with any Subcontractor to ;furnish materials or equipment to_be-incurponited'.in the Work by CONTRACTOR -or any'Subcomracwr. AL Undergmiind Facilities -All ••pipelines, conduits. ducts; cables, wires, manholes;' vaults, tanks, tunnels or. othersuch-facilities or artachnictitc,.and any cricascr cnk Paola .aung. such facilities which have. been installed underground to' fumisli any of the following services or materials: electricity, gases, steam., liquidpetroleum products, telephone or other coinmunicaliona. cable television, sewage and drainage removal traffic ur uthcr c mtrol systems or water. I a2; (fnir tepee 1Vnrk-Wnrk. to be faid'ftir on the hasis of unit prices. 14.1 lTo4-The entire completed construction or the various sepanutely identifiable •ppeetttts dwcbf required to be furnished uri&r the Contract. Documents. Work includes and s tide result of pcfixming or fomisFung labor and. funishing.and inoorr4mung materials and equipment into the cotutruclion,.and performing or furnishing services and fumislanuv. docunents. all ns "required' by the Contmet. Documents 1-44. Work Change Directtr•.—A wfitten directive to CONTRACTOR -issued an or after dx Effective Date of the Agreement and sigiied by'OWNER.atid recommended by ENGINEER orderiig an addition. deletion.or revision in the Work, or respiondingto differing- or unforeseen physical conditioris tinder which the Work is to be perfgrmed as provided in prragraph Q,3 or 4.3 or to emergencies _ under paragraph 6.?3. A Wort: Change Directive will not change the Contract Price orthc Contract Time; but is evidence .that the ponies .expcet that• the: .change dircc4-d or documented by a Work Grange Directive will, be iii rkxated in a- subsequently issued Change Order following negotiations by the parties as to its effec4 if any, on the Contract Price or; Contract Times as. Provided in paragraph -10.2. 1.45. Wrinni.AnvnbnerW-A writtcn amendment•of the Contract Documents,signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the noncogincering or nontechnical' muter then strictly construction -refitted aspects of the. Commct.Documdnrs. ARTICLE 2—PRELLM NARYMATTERS Definer}, ofBatrrh: 2.1_ When, CONTRACTOR .delivers the- executed —Agreements to OWNM CONTRACTOR shall' also Agreements to OWNER such,Bond:q as.CONTRACTOR may be required to furnish in accordance with.pirragiraph 5- I. Copies of Documents., 2.2. MWER shall furnish to CONTRACTOR up to ten. copies (unless otherwise. specified in the Supplementary Condilkiic) of the Contract' Documents as are reasonably necessary forthe execution of the Work..-Addiriarml copies will be furnished, upon request, at the oust of ieproduction, Commenceinent ofConiractMries; Notice toTroceed- ?A. The Contract Times will cotnmeince to run on the thirtieth dny.nticr the EtTective Oate-of the Agile ient,.or, FJCOt:04'NERAL CGNUITLOif9 191 US (Ili 6dilipa. err CITY Or- F'oRT CULLr M .%tOO1FICAn0N9 trrhv.ir1000) if.s'Notice to Proceed is given. on the day, indicated in the Notice to•Pioceed, A Notice to Prticeevl may be given at any time withinthirty. days after the Effective fate of the Agreemera. 1- -- - — will,nm—w- li"At. "'ViniV; of -Bid opaiine-or tlie�t#tiniet}a•dey-aAer-the 6tfaetive-[7sie aF+he:�Catictkwhichev�r-alatf-tstaraier: Starring the,Work 2.4, CONTRACTOR sballlstart to perform the'Work on the date when the i ontract Tin es•commcnce to nut tot no Work shall he done at the site prior to the date an which the Contract Times commence to nun. Hefnre Stara ng Conxrnidfnn. 1.5. Before underuiking each part. of the Work. Co 1'f1tACTOR•shillcmfully study and compare the Contract Documents, .and 66ck :and 'verify pertinent figures shown thereon and 'all applicable field measurements CONTRACTOR shall promptly report in wn.ting' id ENGINEER any corillict, error, ambiguity or -discrepancy which (, VTPACTOR may discover and shall -obtain a written interpretation or clarification. from FNGTNFER before proceeding with nhy, Work affected thereby;, however. CONTR.4CrOR. shall Got; ie, liahle to OWA*ERor FNGNF.F.R'fbr failurc,to'rport any conilia; error, ambiguity or discrepancy in the Contract Documenlq unless CON'rRA.fORknew or reasorably should heve known thereof. 2.6. Within ten days after the Effective. Date. of the Agrcemem {unlcss_otltcrwisc .'specified in. the Cenral Requirements); CONTRACTOR shall submit ' to ENGINEEK(or review, 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and compietuig the various stages of the Work, including any Milestones specked in the Commct Doetimints 2.62 a prelimnary schedule of Shop Diawutg and Sample .submittalswhich, will list 'each requucd submittal and the limes forsubmittirtg; reviewing and processing such submittal; 2:62.1. .In no :case will a schedule .be aicce- ble whidi allowi 12ss than '_i c6lendar days for each review by Eneineer. 2.6.3. A preliminary schedule of values fur,aU of the. Wars: which will-inclutle.quamities and pries of items- ag[:regatulg the C0111INet Price Unit will -subdivide the Work,mto component Paris insufficient detail to serve as the basis- for progress payments it -rinw consrrtuction. Such priers will include an approprigte.amcum of overhead and, profit applicable to cacti item of Work. 1T. Before any Work at .ihe site is started. CONTRACTOR and,GWNW_F, shall each deliver, to the- okhef OWNER with. ct pies. to idea ENGINEER ceitifiekws of4mtrati0e,(and otFcr•eyider" of insurance _ 'i�suretL'-may rnasena -ram tewated liv OWNER) which CONTRA CC,C1R _ isreyuired to., purchase' aril maintain 'i in accordance• with paregia{itis S.•i;5;5eid3;7; 1'rer'onstrticrion "ConjerYnce: 2.S:_ Within twenty daysafter the Contract 'fimesstart ',to ,ruri but hefrTMe any Work at the. site is slaited.'n'cimfererice allertded Eby.. COM•RACT6F •hTICrMER' and'.ottiets es appropriate., will be held' toestablish a working under.4ar 1mg among the parties as to the Work and to discuie the schedules refereed to in pamgrapli 2b, procedures for handling 'Shop. Drawings andother submittals processirig.,Applicitiorw for. Payment and mairaainrng reclu-tcdreoords. Initiov,AceeptaWe Schedules: 2:9. .Unless, otherwise provided in the a•conterertee attended by CONTRAcroR,. ENGINEER andiothers as c'10 dcsitmateYi W Qlla R will be hold toreviow oraf acceptability. toFNGINF.ERas' provided Below the schcmtles submitted 'in decordance. with I:UN I KA(, I E)K'. Sn711 have. an adtllltonaI ten days to make corrections and adjustments and to complete and resubmit the. scliedukt No progress payment shall be made. to CONTRACTOR until the schedules are submitted to and acceptable to VGJMR as. provided hclot'q, The progress schedule will beacecptable to .ENGiNF.F,R as providing an orderly progression of the Work to completion within :any specified Milestones and the, ContmetTimes, but suchacceptance will neither;tmpose on GRrGDMER•responiability for the seiluencil , scKeduling or,progess: of the Work nor interfere with or relieve CONTRACTORGom CONTRACPOR's. full responsibility therefor. CONTR.ACTOR's se'liedule of. Sisp Drawitnrtg� and Satuple. submissions will lice iceeptable. to,FNG1NEFR--" providing a workable arrangement few reviewing and ,prcassing the required :submittals CONTR'ACTOR's schalule of valties will ba tiiceptable to ENGINEERas to form and substance; ARTICLE 3-CONTRACT DOCUMENTS: INTENT, AMEN U G; REUSE. Intent: 11, The Contract Documen_ts winprisc the .endue .agreemenr. between. OWNER and. CbNT12: &0[4-- eoncerrung,'the Work. The .Contract Dccuniehts are complementary: whal[s culled for by one is;ashindulg as if. called 'for by, all The Contma 'Documents, will be, corutrucd in aceardnO with the taw of, the place.of the prdjecL i "'_' It .is the, imam of the Contract -Documents to E1CDt:0ENbRA .coNDin?M19111-ailyvoE(htiml- aY UlY OF FORT.COLLI M S10DIFICATIONS Ukry anotai) deselibe a functionally complete Prgjea (or pan thceot) to be constructed . in. acctr Bence with the Contract Documerits. Arty We&— rrtatclals ar equipment.thel may reasomtbly be, inferred' from the Contract' Drlcirments or from prevailing custom or trade usage as.beutg required to produce the mt`,'nZ result ,will be firnikWil''and performed whether or not,specifrcally called for: When wordsor phrases which have a,well-known technical'or construction industry or trade meaning are used' to descnbc Work. materials or cquipmant .such wordsor phrase; .shall M interpreted in accordancewith that meaning..Clarificiitionsaztd in oC•the Con7ect Documents shell be issued by ENGINSFA im provided'in paragraph 9.4. 33;, :Reference to .Staadardr and. F*ificadon# of .Teehnicgl' Socierie"k. Rgwtiiig� and Reis'ohdng, 3:3:1. Reference to - manuals or codes of any t ornssociation. ar to the .or by. implicati6k shall mean the latest ip ificaticKt manual, Bodo or Lawn or M the'Rai'ative:Date of the Agreement-if_thi rc•wcrc no Bids), except as may be.odierwise specifically stated in the Contract Documents: 3:3.2. If during, die •performance, of ,the- Work, cbNTR.ACTOR discovers any cinllict, error. ambiguity of disormanccy within the Contract Documents or between the*Contract Documents and any provision of any such. Caw _ or Regulation applicable to'the,perfermance of the'Worl or.of"any such standard,"soccificatitn, manual or code or of any writing .it once, and, 'CONTRACTOR.. sJinll not proceed with the Wcrk.afbwted thereby (incept in an emergency as,mithoriscd by paragmupli6.23) until an afar.'ndmentor supiD�p�lement to the Conlmct Documents has, been issued: 1' s% of the methodsindicated in pamgaPh3S or 34provided, however, that CONTRACTOR shall. not tic liable to OWNER or LNGlNEM:lbr Gidure to upon, any such contlia, error, 'ambiguity or disc }} unless• CONTRACTOR• knew or reasonabsFrwiW' have known thereof: . 3.3.3. 6ricept as•othem-ise specifiially.stated in the Contract Documents or as. may bet provided. by amendment or supplement thereto issued by one of the methods :uxlicited' in• p ragmph1i or 3.6, ,the provisiars of dhe Contract' Documems shall' take precrilence in resolving any c6ntlict,. error, ambiguity or discrepancy between the'pnivis'ions of the Contract Documents aral: 3.3.3.1. the provisions 61" any such standard, spccifcation, manual; coda& instruction (whether or rhut spectlicaU . incorporated by referena:e in the Co,r nisi Documents); or 3.3:3.2, the provisions of any such Laws or Regulations applicable -to :the performance of the Work (unless such .an interpesult retition of the faoivisions of the Coruna m Docuents would r in violatibn of such Law or Regulation). No provision of any such =ndar(L spceifuaition, manual; cock or instruction shall be elective to change the duties and responsibilities of OWNER. CONTRACTOR air LNUMlN ,ER- or any of thcir.subcontractors, coiisdtants; agents or employeesfrom these set forth in the Contract Documents nor shall it be effective to assign to OWNER. FNGiNF.ER or any of I NGWEER's Consultants, agents or employees any:dugt qi authority to supervise or direct the famishing or. performance of die. Workor any duty or authority to undertake,responsibWty inconsistent with the provisions, of paragraph 9.13 cr any other provision of die Contract 0ocuuments.. 3A. Whenever in the Contract Documents the terms "as ordered", "as directed", "as roquired", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reawhable'. 'suitable', "acceptable". "proper" or "satisfactory"es t%or adjectivof like e ct or import ire used to describe a requirement,, direction.' review or jud neat of G� TGII�`EIdt as to the Work, it is.intended'that such requirement, direction; review cr judgment will be &)lady to evaluate. ,in general. the ciDinpleted Work fix eumphance with the requirements of and innformation"in the Contract Doc u icas and conformance with. the design concept of the completed Project. as a funetion-ng wiatle as shown or indicated in the Contract Documents (unless there is u specific statement indicating otherwise), The use of any such term of adjeetive shall not be etrective to assignto ENGlN`SrRany dury,or authority to -supervise or direct the furnishing or performance of the Work of any duty or iiuithonty to undertake resportsibility contmn• to the provisions of panigraph 9.13 Or any other provision of the Contract Dac=Cftls.. Amending and Supplemairmg.Contrad Documenri 3.5: The Contract Documents, may be, amended to provide for addition deletidns arid revisions ih th6 Work-' or to modify the'terms:and .conditions thereof in one a more of the [)drawing ways: 3.5.1. a format Written.Amendmcnt:. 3.3.1 a Change Order (pursuant to para�aph 10A). or EXI)C C)ENERAL t;ONDMONS 191"f 19" Etfiliml. W/ LITY Cif; FORT LULLINS V OOIIIGTIONS (MV IrraiW/ 3.53, 'a. Wort:, Change Directive (purstiatt- to paragraph ICI,I). 13.6. In addiliev. the requirements 'of the Contract, Docmgerts may be supplementeeL.. and minor variations and deviation in the'Wori; may he audiorii;'d, in one-6r .more otth Mowindways... 3,6.1. • A Field Order (pursuant to paiagrapH MI 13.6.3, ENGWEGR's approval*bf a Sho Drawing or Sample (pursuatl to pu'tagraphs 6.26 arid6.?7), w 3.6.3. ENGINEER's written interpretation or clarificetion(pursuantm paragaph 9.4): Reuse 6jDocuments: 3.7. CONTRACTOR, and ,any Subcontractor or Supplieror Whcr person or. oirgam7au'on porfarmin& or furnishing any of the Work tinder _a direct or indirect .contrpct'with OIVNF,R (i) shall not have or acquire arty title. to or ownershi�p rights in any of. the Drawingsi :Specificrnons.or orher.documents '.(6r copies of, any thereof) prepared by or buirirng the seal of FNGINFF:R•cu ENGfNF.'FR's. Consultant.annd Cii)4ull not rouse am -of Bach Drtiwmgs, Spectifiitions, other doicunienLs-orcopes on coacrnsions of the Project or any other project without written consent of OWNER aunt ENGMTEER and specific written verification or adaptation by FNGINF.ER: ARTICLE 4-41 AnABiLITY OF LANDS;. SUBSURFM,,E AM? PHYSiCAL :CONDITIIONS; RF.FFRFNCF POINTS hwilabiliry ajLands: 4.1, OWNER shalt furnish. as indicated in the Contract Documents the lands upon whieh .the Work is t6 be perforated; rights-of:way and easenienis. for access .thereto, and such other lands which are diiagiiated for the uw. of CONTRACTOR - OWNER strait identify any encumbrances or restrictions not of generaLapplication but specilically.related to use of lands so furnished with which CONTRACTOR will have, to, comply' in. performing the Work. Easements. for permanent structures or permanent changes h existing facilities will,be obtained and paid for by OWNER. unless otherwise provided in the C'orivact Documents. If CONfLL4F T0R and OWNER are'u sable to agree uun entitlement to of the amount or extent of any adjustments in the Contract Price or the Cohtract Times as a result of any delay in OWNEWs fumishing'ihcsc'lands, rights•of- way or easements. CONTRACTOR may make a claim therefor as provided in Articles I and 12' CONTRACTOR shol] pi-ovide fbir'411 additional-16nds acid acce, - m -thereto that maybe 'required for krTipornry. construction Xaciliti6 or stoage' of 'materials and J.M Stibs­ d4c . e"dP ifithists.. k ftys!eat ( 6P 4.2: I. Repom and.Dra44s: Reference is made to 4.2.1 1 &ibs_� * ConStions: Those reports'of, "explorations acid tests of sdbstrrf= cu'riditions-a"t or contiguous to the site. that have been,'utiliwd by ENGINEER irt preparing the Contract Dmumcrits-. and 4.2.1.2; Physical Concfifionr. Those drawirV:df physical co nditfans in or relating to misting surface or sulxwrace-structurcs- at OF contiguous to the"site. (except _Un&rlgroiind Facilitiqs) that have beem utilized by ENGINEER in preparing the Contiuct: Documents:. 4-12. Limited Reliance by, C0NTK46*T0R Atiihodzei{- 7echmeal oxa: CONTRACTOR may rely upon the general accuracy, data' 'contained in such, reports,and drawings, but such rqkm and draWm'' ­ V are not. ContracLIDoimments, Such *technical. data is i6railied in the SUpplemencaly-Con"ons. ryxept lbr such reliarwe on such "technical data"'CONTRACTOR may not rely upon or make any' claim,*ifist O%VNEK UNGINF.Ekor any of ENTGINFFRs CCrkntltanL4with respect to: 42.21. thc.c6rnplqtcocss of =-& retiorta and drawin&-. for CONTRA(-TOR's fiuqxr.:s, including, but not 'timiW to, any aqxm of the means; methods, tecWqqc.% scquencLs. avid .prpcedurcs,of construction 'to be employed by CONTRACTOR and safety precautions and 'PrOgrams incident thercto, or, 42.2:'1. other -data, interpretations;.opinions .and uiformation.conWined in such reports or shown or,indica dinsuchdra ' te wtngs, OF 4.2-13. ufty CONTRACTOR interpretation of- Or.conciusion,&wn Goon any "technical echnical data' or. -any' such c66t, ' interpretatiom opiaiions or iiMirmation.. 4.23� Xotice, of,' Differ6ig' Subsiiriave- or Physiail Conditions: If CONTRACTOR believes thai, 'any subsurface or physical oandition al.or�comiiuous to the site � that is uncrcd or revealed either., 4.2,11 is of such'a nature as -to esta.blish'.16t .any technical :data" on whiZh CONTRACTOR is .entitled to rely as prov*t&d in paragra* 4.2A and 4.2.21 is ma"y'inaccurtitc. or 4:2.3.2. is-of.such a nature as,to require.a -change in'the�c6ritract wcumen.4 or- 42:3:3: cliffers.miterial!y,fro Rthat s hown or WE)COERqMLkL COND111ONS ,99 MY OF FORT COLLI M MODIIWAMNS (kLy -1/21M), indicated in the Contmet Doc;uments, or 4.2.3:4. is of an unusual nature, and difFers nuiterigIly firant conditions ordinarily encountered and' gcnm'Hy'� rcqosnirziecl'as'Qvient in work of thi character t ro6deci for 'in ihi Conanct Documents: then CONTRACTOR. shalt, PFBMP,16' immediately after bccop'yiig_aware thcrcof and b6ibre- liardier disturbing conditims. allected'duireb _y, or perfmmuig, pny lyqkin connection in an emergency, :as Tdud by, rarngraph6.231 notify OWNER mid OMER. 'in writing about such'conjiliom CONTRACTOR. shall na further .disturt; iach conditions or pedkin any Wark in 6oMcction thariwith (r.4cept as ,Hfcicsan0 until receipt written - ittert order to 6 so. , ,4.2.4'., EAUINEER's Reileiv. ENGINEER Will promptly review the rentincrit conditions; detcrtnine.thc necessity of OWNER's ablairung additional exploralion.or tests with rasped therein and ad6se.OWNER. in writing, (with at copy to� CONTRkTOR) of ENCI[NEERs findings and conclusions: 4,1­:�', Poxilbl. -Cordract Mcumeniv, -0 iange:. If E40 - I NF. RR concludes, that a' change in the Contract Documents is required as a result of a condition that,me-its oneormore of the categories in paragraph 4.2.3, aAkloflc Change Directive or a'Charvi Order will be issued -as• provided in. Article 10 to reflect and document the coriseca6ces of such chan ge. 4.2.6. P6#bk Price mid Times Ai§iwnmPitr.-, An C;a 'in' he Contract equitable; adjusan J!r,cc or in the Contract Times, or both .wdl be allowed to theement. that the i.-Osicncc of such uncovireed or revealed condition causes an incrcasc'or decrease in coNTRAcTbRs.6cst ,of, or time required for performance oC the Work, subject, h6weiar, to the following: 4.f6.1: such condition musi'mect anyone or .more, of the cat ones described in m 1PR&Mp�4,2,3,I throu : .�.'4 13.4, inclusi­vc; A16.2, a change in the Contract Documenm purStamt­to ptultgraph 4.2.5 'will' not 'be Sin autbirintic. autburizaLion of nor a condition precedent to entitlement to any such adl*trpm% 4.163. with mspett to Woik that, is paid for on a Unit Price PaiiOmy adg-ustment in Contract .Price., will' tv subjed to the provisions at paragmphs4.10aril HA, and' 4:2.6.4. CONTRACTOR shall nut bc.craitIcd ;to -any adjustment'in the�CL%fttnrd Price -off Tineis 42,64-1. CONTRACTOR knew, of the existence of such! conditions at. the time C5KI`RACFQR made .3 final commitment to OWNER in:respect of Contrfict-Price and -Contras Times by the submission of a bid of becotningbound under or 4,2.6.41Z the existence -of such condition could reasonably have been discovered or revealed as. a. result of any e.,zamination, im•estigatiorq 0-Vlomuom test' or, study of the site. and contiguous areas required by the Oidduig RequaemenLi of ContmctDbeuraeuts to bc. conducted by or for CONTR:? gOR prior to COiTI'RACTOR'i making, such final commitment; or 4.2,61.4.3: CONTRACTOR failed to give the written notice within the time and as requaod: by puttrgraph 4.23: If OWNER and CON'FRAC'I.OR arc unable to agree on entitlement to or as to the amount or, length of any such owitable acjusunent in the 'Contract Price or Contract - Times. a claim may .be made therefor as provided in .441cies I and 12. `However, OWNER, ENGI_NETWand WGINEFR's Consultants shell not be liable to CONTRACTOR for any claims,.eom losses or damages sustained by CONTRACTOR onor m connection with any ,other project or anticipated project 4.3, Physical ConrEdons-(indergronnd Faciities: 4.3.1 Skourt orinrteared:. The information and data shown on indicatccl in the Contract Documents with respect to existing Underground Facilities at cc contiguous to the site is'based;on information and data fumished.to OIWi FR or ENZ GTNF.FRIry the owners of such Undergroumt Facilities or by others. Unless it is otherwise cgxcsssly'provided in the Supplementary Conditions: 43.i.I. ORNERand'ENGENEIR shall not be responsible for theaccuraq a completeness ofany such'inRxquitibn or data;, and 43A.2, The cast of all of the following will be included in the Caitrna Price and CONTRACTOR :shall have full responsibility for' (n);review ng'anil •checking all such inlbrmation and data. (ii) locating ,all Underground Facilties shown o indicated in the Coraract-Docurn nms(ui)-coordination of the Work with the owners of'such Underground Facilities during cart " tion, and (iv) the safety and protection of all such Underground Facilities as... provided in pamgmph6.20 and repairing any damage thereto resulting from the Wok. 4.3:'. Not Shotitr•orIndicated:- If an Underground Facilityy is-uricovered of revealed at or contiguous to dnt .site which was not shown or indicated in the, Contract Documents, CONTRACTOR shall, promptly immediately alter becoming aware theeof and before further disturbing conditions affected thereby or ixrforTing..any Work in connoction therewith (except m. an emergency as .required by &agraph6:23). identify the owner of such Urdergraund'Faciliry and EXDCQEMi C•ONDITION51fl104 t1990 Er6tittil. At C1TY OF FORT COLLIM V ODIIBOATIONS (RhV •IC Wa) give written notice to that owner and'te, OWNER curd GNGENEER EIG NEER will promptly review the Underground Facility and determine Air extent, if. any, to Which a change .is required' in the Contract Documents 16 rcllcctanddocumcm the consequences of the mkrence of the Urxleigr&iM Facility. If ENG04UR concludes that a change in the Comnict Doctunents is required, a Work Chattge Directive or.a Change Order w dl be,issued, as prwnded'in Mich 10 tore11eet and document such consequences. During such time, CONTRACTOR shall be responsible for the _safety and ,Piuu:,tG of such Underground Facility pravided. in 6:10' CONTRACTOR as RACTOR shag may be allowed an increase in the Contract Price or an extension of'the Contract Times, or both• to the ettent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and-cauld not icasanably have been expected to lie aware of or to have anticipated. If OWNER and CONTRACTOR are unable _to agee on entitlement toor the,amointr. o length of any such ad•usanent in CararaLt Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles I I and 12. However, OWNER; ENGTNEF.R and FNGINFIER's Consultants shall not be. liable to Ct)NTRAcrOR far any claims, costs; losses .ordamages incurred or sustained by CONTRACTOR on or in commuor with any, other projecro anticipated project_ Kejuenee Paiirtri 4A: -OWNI.R shall provide, cngiincering surveys to establish reference points for construcudn which in ENOMER's judgment are necessary. to enable CONTRACTOR to pmceed with " .the 'Work. .CONTRACTOR shrill be responsible: for laying out the 'Work, shall protect and preserve the established' reference points and stall make no changes -or relocations without the prior written approval or OWNER 'CONTRACTOR shall report to ENGINEER whenever any reference point is lost of destroyed or requires;reloauon'because of necessary chiaNcs in grad a or locations, and shall be responsible for theaccurate replacement or relocation of such reference' points, by . professionully. qualified personnel. 4.5.. Ahbestux PCBs, CeCyleum, lla;ardms':Mide Or Radimetive Mirterilik 4.5.1,. OWNER shall be. reTosible for any ; s&,SI s• PCBs, Petroleum, ITatsrdous Waste or. Radioactive Material uncovered or revealed at die site which was not shown or indicated in Dmwings or Specific'atiots or identified in •the Contract Documents lu be within the scope of the Wok and which may present a substantial clanger to pttsuns or property exrrased t1kreto in connection with the' Work at the Site. OWNER stall not be responsible fix -any such materials brought to the site by CONTRACTOR. .Suhcoitmctors,. Suppliers or ahyote else 'for whom CONTRACTOR is responsible ARTICLE 5=DONDS A&D LNSURANCi- Performance, Payment bad Other, Bonds. *5.11. CONTRACTOR shall furnish Performance- and 'Payment Bonds, each in an amount at least equal to-ithe Contract fticZ is securitykr the failliful pociformanoc and -pu cy'd ofull'C,Oi�ITPA(,-TOlts'obb"pti'cr-m under the C0% L Lu tDoments- Thek Bunds shall randin.in effect ,at least until ions - year - afte - r .. the tli�k. . when, FI&I iiiy . at cat becomes dim, except as jwnvi&d otherwise by LaAstor Regulations or by •dic e6raract ' CONTRACTOR' shall also furnish such other Bonds,iii. are required hy,thc'SuMlem6itary Conditiorii AU'Donds shall bc, in thc form prescribed 6ydie'cchtvact Doicuments cRc .har�s provided otherwise 6Y_L;iws or Regulationsafid exx-cuted by such suraies lus'are fiamid:ih the current list of C [IL Idi Cenificatei of Authority as "ep eSuritiescriF cralBondsandas _V MceftWe- keifri. Companies"- ris puibli-hed in Circrulay-5-70 (3'm I the Audit Staf) Bureau. of 'Qoverre-nent "'Ftnenciat I A at agent most .0 Operation U..'�. T rea sury, Dkepartment. , an agemust be avcvmbanj6d.by it c&tific;d;coPy-of siich'agcot's authority, to act. 52. lf'�ft Wiiety on rin' Bond:Kwhified by is decl any, or beionics CONTRACTOR ared a, insolvent or its right to do hqsiness.is terminated in, any state wWcanr�=t,6f.diiProject iil&catidoiiiceases to Inset I q, ments-oEpamgmph SA, CONTRACTOR shall I the diys thercafter s6bstitute anothcf.. Bprd and surety, both of which must be apeeptable to O%VNTFR '53. Licensed Skredes.and Insums; Cerrificates of Insitrane V 5.11. AJI Bonds .and insurance required y the ,Contract Documnts,tb N purcktpsniarnJ,mafirtiiined by OWNIERior CONTRACTOR',shall'be obtained from surety or tnusurance companies .&A are -duly licensed or,authiirimd in the'jurisdiction in'which the' 'Pr6jed is located io'ime ljonj_s.or inairancep6lieles r6r the1imits; and coverages wrequiied S6&surevy and 7insurance companies shnlL,ulso meet such additional requirements and'qualfficaticns as may'be prwided in the Supp!cmintary Conditiorts. 53.i CONTRACTOR smolt dovei to 6kvwEk with copies to each addlitional'insured identifitil in the Supplementary Conifili ' ans; .certificates of insurance (and usher evidence of insuiunce requested by OWNER' or arty other additional insured) whiah in ow"cMer". WDC (JENEMALCOND111011134 9 1 (1,8_0VU Etlitiw1 .col CI'l-YoFFORT COLUM MODIFICATIONS I (ILEV -IP - 000). CONTA4CTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other irsu arise as is apprnprkate for the Work being performed end fi hashed and as will provide protection from claials set forth belo v which may arise out of or result from ,CONTRACTOR's performance and fiurnis� of the Work and CONTRACTOR's other obligations under the Contrad Doc mmenls, whether it's to be performed q furnished by CONTRACTOR, any a-', Subcontractor .or Supptic: or by anyone',diiedly ir. indirectly employedhy any of them•roperform or -furnish any of thc.W6tk. a by'anyoime ror ti•hose acts any of them may lie liahle: - 5:4.1. •claims.under workers' compensation, disability benefts and tither similar amployee benefit acts; 5.4.3: claims for damages_ because of bodily injury, occupational: sick-ness or disease. or death of MNTRAC•I;ORs employees, 5.4.3. claims for dunages because of bodily injury, sickness or disease; or death of any person other than CONTRACTOR's employees, %4 4-alabns-for-damage-insuratl-bv-c+Lstomcry cvhzFrzaux� 5:45: claims for damages,_pther than to the Work itself: because of injury- to or destruction of tangible Property wherever locatea. including loss of use resulting therefrom; and 5,4.6. claims for domages.heca"rof bodily injury or depth of any person or property damage arising out of the ownership, mairitenance'a use of.uny motor, vehicle. The policits -ofinsurance so required hythis paragraph 5 4 to be purchased maintained shall: 5.43. with .respect to insurance required, by permaphis 5.43 through. S.a,6 inclusive Aral _L42. includeas additional insureds (subject to any aistomary exclusion, in respect of- pro ail liability). OWNER: ENGINEER ENGINEERs. Consultants and any other,petsems or entitiesidentified in the Supplementary Conditions,;all of whore shall be listed as udditiorrcml insureds, and include cuvenipe for the respxs_tive ollicers':and employees of elf such additioral -i re1, 5:4.8: 'includo the Wcudic coverages Arai be written Tor not less than the limits of liability provided in the 'Supplementary, Conditions or reyurred tag- Laws sir Regulations, whichever is greater, 5_4,mJ. include completed operations. insurance; MW(J4NERALC^ONUITION51910-9.(1990 661im), a/ 0TY OF PORT COLLWS (MODIFICATIONS (Rol' 42fNW)' 4:10, include contrai.•ival liability insurance covering CONfRACTOR's indemnity' obligations andis panigr9phs 6.12, 6.16 and 6.31 thnwgh 633; 5-4,11. contain a provision or endorsernem that the coverage afforded will not be cancelled. materially changed or, renewal reftised until at least .thirty days! pnor.wntteh notice has been given to OWISMR and CONf'RAC 1'Okand to each other Hdditional irmaed alemifined in the Supplementary Conditions to whom a xc 'riiGcalc oC insuttiniz has been issued' (and`the certilicams of insurance famished by. the CONTRACTOR pursuant to paragraph 5.3.2 will, so provide); 5.4.12: remain in effect at least until firmalpayment and at all times thereafter when CONTRMJOR.may be correcting, removing or replacing rkfect&e Work in accordance with paragraph 1.3.12, and 3.4,13:.tvith respect to. completed operations inss trance and ariy .insurancc!ccvera$c written on a claim,made basis, remain in effect for at least•txi,6 •years after final payment (and CONTRACTOR shall film ch OMNF.R -and each other additional insured ;identified in the Supplementary Conditionstowh6m a certificate of .insurance has been issued evidence satistactory to OWNER and any such :additiatnl insured of contmumicn of such insurance at final poymeru and one year,thereafter). .OR?%ER's Liability inskmnev: 5.5, In -addition to, insurance required to be provickd by CONTRACTOR under pamgmph,5.4,. OWN ER, at OW'NER's op as may purchase' and maintain at OWNER's expense OWNER's own, liability insurance, is will'pr6tect O WNE-k against claims whicli may arise from opemtiorr4`undei the. ComractDocumcrds. Property Insurance: S:G--Upless; otherwise-provided-in-tha. Suppkmenmry Qinditioas-GJ:Ws'3I;R-shal4-pttrelutse-ivxi-maihtaui site in tite'anmaun o�Ute-:full-replacement-cod-GierecK� (subject-=to-sircVm dadustibla--amounts-as--may-t>,s--tsov..;o�' = iha '.Sirpplementmuvv--Eatxlitiimns-or-required-by-L-aws--lined Rigulations), -This ilutiranr:a•shitlls 5:6: h=imludn—the—interests—ol—OW Y1r42: entities-i deraifircl-in-t}ky��jemznutrv-6ondit ions, each ofwhotrris'deemeJto have'arrirrsurable-interest atmtFiatalf lit:listeclns-anirntiradaadclitionalinsdri�ci. 3:6.?rbe-writterron-a-Buiklef s-Risk=all-risk=ur ep<m`¢ettl-txltxaat4�a;au :dia4l�et-1 the -- =fallow:... rill; fir r .h..jna :nded 0-it, 41VO * . '' 5.6.3. imelwk-cqmves nmrrcd-in-�lheor. =PI 5.6.4. �em.-efaighniuls --.I at 9 0 QWA (�G>qR ,issued. G,)NTRA) IT111-1 W9 Gens�iltams and dic Ace f -em there for- - - - - - - - - - - - - - - an dmU not be responsible for J1111hMOUILTIg,litly FIViXI&Y. Uauulw LW F,.,.n wcsts'of coNITRAcmt. suboontirictmi.Wothexs kweW anse ,Fg4K. RACTOR h., Faj�3F,3ii�Rt7 iindmem- PRAF-� EJCDG OENMAUCONL)i n0l,'319 1 1�8 (1)W1 E(fitiml 10 W1 UIT OF FORT OOLLI M MOE) IFICA T1ONSOtrV-1n (M) 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. Rev10/20/07 Section 00100 Page 2 recovery -age it>st-arty-of-GQly'TRd1GFOP�-Subcoritractorr,. a -taim6nts Rail. &�Utemj mislayces and agents OCOW of dFam. Receipt and,AppLicwdon,dflnmmiceP)-beeedr 5:12. Any, insured loss under the policies of insurance required by paragiophs 5.6 and 5.7- will be r4usied with OWNERand-madc payable to OMMIZ as fiduciiiry-for the aa utreds� as. their interests .may appeoi. sulj;� , I. to. the laqu.trqipems of. apy noliEable mortgage clause and of, paragraphl'13' account any money so received, and shall distribute it in accordance wiih such agrocnicrit its the panties in interest map reach. if no other special agreement is reached the darn - agid - Work shall be repairedorreplaced, the moneys Sa received applied on accottrit thereof and the Work and the Cost thereof Covered by an appropriate Change. Order or Written Amendment. 5.13: OWNER as fiduciary shall -have power to adjust/ and settle any loss with the insurers unless one of the parties in interest shall object in.wrifing-within fifteen 'days after the occurrin6e of lo�s �to OWNEIRs exercise of,this po�vcr. If such objection , he'mak OWNER as fiduciary shall ninke settlement with thelivaircirs in accordance with such ogre - emerii a ' s the partiesin imerest may icach- if no gr such agreement among the parties in interest is. reached, OWNER as fiduciary'shall adjust and settle the loss with the insurer F 41 "PR by R6, inlem. P-Fepef Pe wwe-o.Psueh4u%es� Accel;rance biBott4q md 1natmnce; Updoi! ?q Replace., 5,14, If --ii-liff p—owy. "VA"a -1- _FFRAGTGRI) OWNER has any objection to thccoverage afforded by or other provisions of the Doridaor insince required to be ,purchased and maintained by the pi= CONTRACTOR in accordance with Article .-) 7 e basis &F-We—nnce with the Coftuoctb6cumc�ts, the �:n "nj ra tes es Piorial Udlization—Propely InsurzWee . 5:15: ll`.OWTNER linds it ncccmw to occupy or,use a portion or portions of the Work prior to Suhstontini MDC(JLN'ERAL CONLW60M, I91a49 (19W 1366(c) ui ri TY pi; PORT CULL M, NIQDIFICATIO N3(RhV4nD(JO) Coinpletion of all the Worksucli'use or =upancy may be accomplished in accordance with parnlimph 14_1('7,' provided that no such use or occupancy shall. commence fore the insurers providing the property insitrarice haVe 'Hckn6wkdgtxt notice, LheFeul and in writing effe6ted any chn _ coitioed theriby. The insurcri PrO7'nv6mge necLis the property insurance shell. cor� by endorsement on the policy or - lic' but the property insurance shall not be cancelled or ;�ni ed:Lo'lap se on -accuum of any such partial u5ciroccupancy. ,%RTiccF.'- 6--coNTRMiTOWS RESPONSIOMMM' ,Supmisim and.Tuperintendingii..- &I. CONTRACTOR shall supervise. inspect and dircct,thc. Work competently and efficiently, devoting such attention thereto and' ftfV!ying such -ski.11s and as may be necessary to perform the Work in accordance with the Contract Documents. ("i3"TFOR shall be solly re.Tonsil - b1c fai the-nica - "ITRAC c 1715, fnetho&L •techniques. sequence-s -and! procedures I of oonsftklcuort bin CONTRACTOR shalt not,hc responsible for the negligence of others in dic.design or specification .24. a spedifie means, method, techfiique, sequence or proc actor e ofconstrdchrin which is shown or"ir idicat6d in and expressly required by the Contract I-iocurrents. CONTRACTOR shall':be responsible -to..s,m that the completed ompleted Wa' complies accurmely with the Contract Documents. 6.2, CONTRACTOR, shall keep on the Work at oil Ames during its firogrcss•competent nt resident compec superintendent: who simll.notbe replaced without written notice to OWNER' and R40114EIR except under c-anordinary circumstaricies; The superintendent tint) be CONTRACTOR's representative a[ die s.sw arid shall have authority, to 'sci on behalf. of CONTRACTOR U communications to the superintendent shall be as binding as if given to CONTRACTOR. Labor, MaterkiLe ibid Equipment. 63. , CONTRACTOR' shall provide competent, .suitably qualified ,personnel to •sury I CY. lay out and construct 111E Work is ic0ired by the Coiltiact Documents. CONTRACTOR shall at all times.mairitsin g�Zrdiscip" and order at the site. ENcept as ofhe-twisic , u d for the -safety or protection of persons or the Work or property at the she -or adjacent thereto, and except fis otherwise indicated in the Contract Ekicumerim- all Work at the site shall be perfiermid during regular working hours'and Caw R-ACTOR will not permit overtime work- or the licilermance of Work on Saturday.. Sunday or any ]qal holiday ividiout OWNERs written consent oven after prior ,written notice to ENGMER: 6.4. ' Unless otherwise specified. -in the Gneral Requiircrncnts, CONTRACTOR shall fianish,andjussume �l responsibility for all materials; equipment, , labor. ,loL 5onsrction equi ot and hine tools "fiancesfucI'power. 1�hcw. ieliphoni water:, sanitary empm,:' facilities. and all . other acifities, 'afid incidentals necessary' for •the famishing; L-stio& start-up and conapletibri of the Work, 6A.I. Mcligsiniz FLc9a0.ON'PRaOR must comply with the CiWs t) restrictiom A cwy. of -the resolutiuns are available'lor review in'th offices of. the t� c a nrid.-Risk- Management r or c� Division Cler7ks otlicc., 6.42. Cement R&jicti6im, City of Fort, Collins, -Resolution 91A 21 reQuirt-s that suppliers arid producers or cement the cement was nit made in cement Idlns• Idler• bum hazardous waste as a' fuel 6-5; All materials and equiphient'-sholl lie- ol"g6od, gllity and new, except as otherwise provided, in the cotract DoLdmenm All' iiarriintie . s- am guarantees .specifically called for by the Sfiecificatiiin's shall exprcssl I y run tojh6 . beriefit,ofOWNER IfrZqt1irvdby, ENGTNTFFP, CONTRACTOR shall furnish satisihctriry, -evidence(including reports or itquii�ed'tcs6)� as. to & -kind acid quality, of materials and equipment, All materials and. �equ] t ftll be- appli4.1nitailled,•connqctcd, crectid, uses clenned, and •conditioned %iri' acccin:lAnce with irqi_iiuctions of dic'applicablc Supplier, ckc6pt as oLhekv;sc provided in the Contrac! b6curntrits - ftgresyscheibile: 6.6; CONTRACTOR shall adhere -to &- progress, schedule'eipblishid ot accordance with paragraph 2.9 as it, maybe adjusted EmmAirne to time as provided below,, 6.6, 1. CONTRACTOR shall subm it to ENG DIMR- for acceptance (to the extent indicated in pph,19)� proposed adjustmentsr in, the progriss .c that will not change the Contract-Timen (oi- M I - lesf6rici), Such, adjustments will corilbrin generally to the pkVxss &-hedule then in effect and additionally will comply with any provisions. of the. General Requirements applicableAhereto. 66.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Wesitines) shall be submitted in accordance with the requirements of nograph 11.1. Such adjustor ents may only be IMS, by a Charigi Cider uz- Written Amendment in accordance with Article 12. 6.17. Ssibillhitevand."Or-Equal" 1hims. -6.7.1. Whenever anitem ofinaterialorequipment is spccified a&scribW ntra in the ' Coct Documents by Using r the name of u proprietary item br the name of a farticular Supplier, die specification or description is, intended 6, cstiibla the typel. functiun� and quality required Uriless, the specification or description FXL)C(JEDVLRACONIXnOM1911R.f.199OEib6m) -2 Vi- 1l CITY OF FOR-T 03LL1 r�, MODUrICATIONS -11-WJ) contains oris followed by *ords'ieuding that no like' equivalent or 'or -equal!' item or, no substitution is permitted other items of material or equipment, or material of equipment of. oLhei �Suppliers may be accepted 'by ENGINEER 'under the f6ilowing circumstances' 6.7.1.1. tier-Equ,41". If in UNGHAIM: sole, di4cretion an• itan of material or equipment pwpC d by criNTRAc-roR. * is Iiiiiaicnally, equal 6 thariannM and suffi6endysiffiflar so that no diarige"i-n—rclaW W-tidwill be * cciuia,kmij be considered'by HINGINEFR as an•.or_equglp. iUui,,iri which ease review -arid approval of the proposed, item may; in ENMNEFR's' sole, discretion, he aceomplishc � - d withcompliance with some, or all of the requirements dui a . ocep-truice of proposed,mubstitute Items; 6.7.1.2. Sub.;ajt7ire1&,Pik lfoiENGINEERS�solc disciciibn in itch; of material or equipment ' proposed by CONTRACTOR dues not qualify as am . i . ir-equal" item. under"sulipiinagraph t5,71,1, it, will be considered -a proposed -substitute item. MMTPACTOR. 'shall submit sLifficient information as-, provided below to allow The procedure for review by the.ENGINE-ER will include the following is,s - u0plemented- ih - the General Wquirements.and as ENGFNTFHR may decide is a . ppro under die circumstances. . - Flate - Requests for. review of proposed substitute. itemsof material or cquirinent. will not be-acoWed by FNGINFM from. anyone other - than CONTRACTOR if-coNTRAr-TbR wishes to ffirrush or use a substitute Acm, of material or equipment. CONTRACTOR' shall fast make written application to 13NGrN M- f6r acceptance thcreoC ccni5ing that the proposed'iiiibstirute will & _ff�orm adequately the functions and ichieVe the r . 6ults called for bylic general design be _=­ Hai insiubstance to that specified and be suited to the, snmc use as that speciUd. 'The.application will state the extent, if- rinyi 'to whichthe-evaluation and acceptriniie oftht � proposed substitute ,will prejudice - CONTRACTORs acldeverdent of Substantial Compie , tion Lin tare, whether or not acceptance of the substitute f6f use in the Work will require a change iii'any of the Contract Documents (or hi the provisions of any other dined, contrail with OWNER for work on the Project) to adopt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection %kh the Work is subject to paymcrd of any license fee or royalty. All variations of the proposed subs:ituti; from that specified will be ideiritified, in the a 'lica "on -and available rnainterjancdrepair. and rcplaccaicnt service will be indicated The plicalion :wU also contain art'itela6zed cstimaw,oF all'costs or crecliW ' that'will'result.di[rectly or indiieetly from acccptance of such substit6tc. iricluding, Was of redisoi and claims of'other contActors; affiecred by, the resulting change. all of which will be corriidered by ENGiNL•ER' in ,evaluating, .the proposed substitute. ENGINEER may t�qurr CONTRACTOR to fui6h additmnal data luau the prtposed substitute. 6.7.1.3. COM 400R'sExpense:, All data to be provided by CONTRACTOR in supportof any proposed'vor<qual or substitute. item Kill be at CONTRACTOR'S QVense. 63;2: Substilule Construction .blvrlrodr or Procedlnev: If a .ssppeecific rinns, metlipd, technique. scquctce or procedtde of construction is shown or tad Hied in seal expressly required. b} the Contract laocutute ' CONTRACTOR. maY famish or utilise a. substitute .means: method. �'leclinique:soyoence _ ur procedure of construction acceptable to ENGINEER. CONTRAC:TOR's}iall submits ufficient information to allow ENI GINMIC in SNGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called far by the Contract Daeufiients. The procedure. far review by. ENGINEER will be. Similar to that provided in suhparagwpk 6:7.1? 6.7.3. Engineer'; Evaluation: ENCUNFER will he allowed a reasonable.time within which tdcvaluate each ,proposal or submittal made pursuatt to paragraphs 6.7:1.2 and 6.7.2. ENGM-MR'wi0 be the sole judge. of acceptahility. No "or -equal." or suhnitute will he orderecl,.iristalled or utilized without FNG(NEFR's prior written acceptance which will be evidenced by either Change. Order or an approved Shop [hawing. OWNER. may require CONTRACTOR to furnish at, CONTRACTOR's expense a special peiformmntn gtmrantee or other scrag with respect to any "orcqual' or substitute. ENGINMR will record tune required by ENGINEER and ENGf.NEOUS• Consultants in evaluating substitutes proposed or -submitted by; CONTRACTOR pursuant. to paragraphs, 6,7, t 2 (aid 63.1_ and in making chariies"in' the Contract Documents•(cir in the provisions of any other duect contract with OWNER for work on the Project) ocinsioned thereby, Whether. or not ENGINEER accepts a substitute item so propastd,or submittedby CONTRACTOR. CONTRACTOR -shall reimburse OWNER.for the: charges of ENGINEER and 3NGINrii1R's-Consultants for evaluating each such proposed substitute item; .6.8. Concerning. Sribcontructorrc Suppliers and Others: - 6.8_I. CONTRACTOR shill not .employ any. 'Subcontractor; Supplier orotherpeison or orgaruvltion (including those acceptable fo OWNER and. Is iG1 tEER as iridicawd in patagniph 6.8.2), whethei initially or,as a substitute, again& iviioni lUWAR or. 04GINEER may have reasonablz objection: CONTRACTOR shall not be required to employ arty, Subcontractor, Supjtlicr cr other person or organ nton to famish or perform eery of the WmLagdmst whom CONTRACTOR has, reasonable objection. EKDCULNERAL'CONUITIONN 1910-81199Q 6tfilitnl- aI CITY OF f•ORT CULLINS VODIIIG'iM M IR1sN •Vta1101 6_9. CONTRt CTOR shall perform not less than 20. fierc:ent of. the Work with its own forces .(th t' is. without subcontracting). The 20 Nrcent requirement 'shall be understood to refcr to the Work the valueof whichtotalsnot less than 20 Petumt'ofthe Contract Price: 6:8.2, ll-the-Supplementary 'C4oeditkm- Diddine Dacunienla -require . die identity of certain 5ubtwitractors.• suppliers or adter. persiays or organizutictris (ncluc�u g those wtiy'aie to furnish the principal. items dif :materials or equipment) to be - submitted to OWNER in-advance-of-the•speeified dale prior to the Eflectivc•Dateof the Agreement for: acceptance " ,OWNER.aral ENC;iNFFR—ead--if' sfenEe�-Coediti�. OWNER's: or ENGINEIR's acceptance (either in writing or by failing to make written *cdionthereto hry the date indicated for acceptance or objection m .the bidding documents or the Contract Documents) ef. any-fah=SurtlFactor�-Sapp{{e :— ��.. rff 61ted OR the ... whigh. eii-pGONTRAGIZOR L�If-dk36-}1}tV'dSf 96Fk fl2t ... 9r1h3t1@rk.—c±�cem..u...—rric¢-�i4*will be issu, 1=lte web-sukutimtatn-artd-an-appropriate C-lwnga-t�rder: constitute a condition of the (:Oil act• requiring'theF¢111 use of thennmed'.suhmmractors., suppliers or other persona. or oragniretian ein the Work onlc% rr(_icm wnttcn.-approval is olaairced from ;OWNER and ENGINEER. No acceptance by OWNER or. EN, GiNEFR of arty such Subcontractor,. Supplier or other person or organization shall constitute.a waiver of -,my right cf OWNER or ENGINEER to rcied defective Wd& 6.9.1. CONTRACTOR shall be fully responsible to OWNER and E iGINEER for all acts a» d omisssaons of'the Suhcornnctovq Suppliers and other persons and orga'riizationc perform mg or furnishing any of the Work under a. direct or mdrect contract with CONTRrCTOR. just its CONTRACTOR is responsible for CONTRACTOR!s own, acts and omiSSions. Nothing in the. Ctvttmet.Doctmrents shall crane for the benefit of any such Suhconractoi_, Supplier or other person or organization any contractual relationslup between OWNER or EJGEVEER and any such•Subwritraetor, Suppler or other person or organization. nor shall it create. any obliptionon the part of OWNER or ENGINEER to pay or tosec to.the,payment'ofgny mwxys due any such Subcraatraetor, Supplier or other person or organization ex"Tt as may; otherwise be retptred by 13• CONTRACTOR shall be s6lely responsible, iedulifig; and ',coordinatirig. the Work. of xuctcirs, Suppliers and- other- persons and itions perlbrming� or fin-nishi%g" any of the under a 'direct or indirect' miaraci 'with tAC-rOP, CONTRACTOR shall *Ihir& all ractors: Suriiilte*m and such other, =sons and 6.10: The divisions and sectiorwof the Specifictiti6ni and th6 identifications of any Drawing n I -not catral CONTRACTOR •iri dividing thu Work ,among Subcontractors Cir suppuers-,or delineating the-W.prlC tn'be rxft- gTed by any speci Fie trade, 6:11, Ali Work •pafcxrrfied Wr 'COMM.6croR, by,1-a Subcommutcr or Supplier rill 'be 'hetween' pursuant to an agreement CONTRACTOR and 6c 3P Su=(Clur or Supplier -which specifically -binds the Subociritnictor'o;r Su�_-hei't _,the . _ '1te ' * ' pp 0 , App icable' rms. and conditions of. die Contract Documents, for the Benefit -of ()"M!2h1,Um10lNFFR Patew Fees aPrdA0Yq&f8S. 6,12. CONTRACTOR shall pay --,ill license fees and royalties and assume all costs in6dent to, the use in the peiforamme of the Work or the incorporation, in the Work of any invention; dcsigi, processk product or device which is�ihe,51ibject of patent rights,or copyrights held by otheis. If it'lienriLicular inventiort, desigFL psacess, phidtict orldevice is sliecified in the ,Contract Documents for use. in the OW�KCR of ENGINEER its -Use is:sUbject, to patent rights dpyrip floor his callirigt. for payminrof any Hiere;e fil or oor, royally to othem the existence of such ril;hts shall be diWoscd,by,M% VER in the Con"a Documents. To the fullest.event permitted by Laws and Regulations. CONTRACTOR' shall reel tnnify anil hold harmless Ow,Nsa.;GhMMMM-K ENGINE . 'sConsuluints.and,the offimrs,,&octors, employees,' agents and other consultants of eachwid,-arty,of them Gorr and agairstall_ 6`6iirs, ui�4 losses uAd daiiiii' .W73M i ­ out of or,resulting from any =M=gtent nkhts or copyrights incident to the ftlinnance of theWort:'or resulting From the incorpoqaian in the Work- of any invention, desigrg process,, pTcduct or aevice not specified In the Contract Dic-Unients. 14 EXL)CUID4MAL 00NNTIOM 1911N9 69WEMOR), W1 MY OF FORT COLLIM MODIFICATIONS (REV,IMM) 6.13., Uitl6m otherwik piovided:in.thc Supplementary (prafition%_ CONTZCTOR slWl'obtairi and pay for all .c . onslUuctain permi . is and licenses: OWNER shall assist CO?.tFPAGT0P; whin riecessar)', i4 of fait h _g such • pffmits, arid hea-ises. CONTRACTOR shall pay. all goverritneiriml charges and,inspection Fees necessary for. thepr6swutiori� of the Work, which am, applicable,itt the, •time of opening of,'Sids;. m if atel7c un: no Bids,. on'tin: Effect l4c Date of the Agreemeid. CONTRACTOR shall Pay.811 Chu t utility rai C6��c t �6e - , Tgm,o Ut Ity, owners corrections o - Work, firid7OWNUR,.4itill pity all charges-of.such Utility .45wners such as plant invIesunentiecs. ,L.11, Laws- and hegul"Ons. shall give all notices. and oomphy with all Laws arid Rt;gulauons applicable to furtushirig'anal.perlbrrnara:e of,thc W6& Except 1,where otheinvise* ex'pressly',required by applicable Laws , and Regulations;-_ neither OWNER nor ENI(MERR shall" be=Rnsilik for monit6rina CQNTRAC71 OR's .compliance with any Laws. or CONMACTOR: performs any Work know ng or hiaVUV reason to ,performs that it is contrary to Laws or Rtigillatiioni,_CONTRAG MR, shall bear nil - clriims„ costs, losses 'and damages caused by, arising out .cif ai resulting thercFr&fi;'hihv6Vcr:r, ii shal I not be CONTRACTOR's priniary responsibility esponsibility to make certain that the'Specifications and Drawings are in accordano:: with' Laws' and Rejulittio M-1 but this ,shall not relieve, 'CONTRACTOR of coyr RACTOR'3 obligatiorg under pangra[k 3:12. Tarn 6.15: CONTRACTOR shall pay all sales, con&umer. use, and other similar ames ioquired to be paid .by CONTRACTOR iri accor'darke: with'the Laws and Regu , -Tationi of the phisof the Project which are applicable during ihe,perfb6aftce 6f the Work-. 6.15 I'. OWNER is exemyi froin Colomdo State and :IccR[. sales. and use tjces on materials —Lobe Permanently ina - rawdinto the pr�qjS�t. Sai4jkxest shallImt he included in the Contract Price Address: Colorado Department of Revenu State Capital Annex I375:Slierman Stieet Denver Colorado 80261 Salcs.and Use Taus for the State of Colorado Reiiioral'Trarsportation District (RTD) and certain Colorado• counties-. are 'collected by the State of Colorado an.al are included in the Certification of Exem otion 2Loablr 'ales and U Tunes cl • State lec taxesY..on anv'.ilems other than construction and buildirtg,materials physically inconprated into the EMto he id by CONTRACTOR' and are to inaoavarate bid items. [lie of Premixes: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the. oop��•aations of workers to the site and land and areas idenUficd in avid permitted by the Contract Documents and other land and'areas permitted by Laws and-Re¢ulatiau, rights -of -way, periiiits and casements, and .shall not unreasonably enca»ber the Premises with construction equipment - or other materials or equipment. CONTRACTOR shall assume full respmisibility for any damage to any such land or area, or to die: owner or -occupant thereof or of any adjacera'land or arcs, resulting from the performance of the Work. Should any claim be made by :arty• such owner or occupant hecause of the performance of the Work, CON TRACTOR shall promptly - settle with such other, party by negotiation or otherwise resolve the -helm by arbitration or other dis7wte resolution rioccoding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGMER: ENGiNEER's Coruultant and anyone directly or indirectly crnpiuyed,by any of them. Flom mid ripirtst all clairnx Casa, losses and damages a^=; g out of or resulting from an claim or ncti0ry Icgg 17 cquimble brought by any sudi owner or occupant against OWNER-ENOINEER or ;my other platy indemnified hereunder to the acteritcaused by or based upon CONTRACTOR's perfomtancw of the Woric 6AT During the progress of the. Work. CONTRACTOR shall keep the premises free from accuirtulations of,wfoie materials .rubbish and other debris. resulting from die Work At the completion of the Work CONTRACTOR shall renoVc all, waste materials, rubbish and debris from and about the premises as well as,al".tools,.appliarices, ainstruclion equipment andmachinery and surplus materials. CONTRA(;f0R.shall leave the site clean and ready for occupancy by OWNT-R. at. Substantial Completion of the Work CONTRACTOR shall restore to ,original condition all propertynot designated for alteration by the. Contract Documcrts: 6A& CONTRACTOR shall not load nor permit may pan of any,.strueture to be; loaded in carry' minor that will erichtrp;er the structure: nor shall CONTRACTOR subjea any pan of the Work or hi1jacent.property to -siresses or pressures that will endanger it. Record Doe-uhtents.• EXDG GENERAL COtDlno1$ iv i oa ti l9U 6rfitimt. cut CITY OFFORT CULL vNtouuaCAnottstREv•tGxior 6.19. CONTRACTOR shall maintain in a safeplace at the -site one record• copy of all Drawings, Specifications, Addenda, Written Amindments. Change Orders Work Change Directives Field Orders' and written arterpretatiors find chirifiwuons (issued pursuant to j+atagmpb 9.4) in', good order and annotated, to,shrni• all changes made during construction These record documents together with all .approved Samples anda counterpart of all' approved Strop Drawvigs will be available to ENGINEER for reference. Upun wmpletion of the, Work, and prior to release of final taymem, thew reeoid documents• Samples.and Shop Drawirgs will,be delivered to ENGINEER' fir OWNER, Safety and Awtecdoll 6i20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all; safety precauuims:and programs in connection with theWork. CONTRACTOR shall take all ncc ssary PTeeautiorns far thesafetyof and shall provide the occcYvnryprotcction to prevent damage, injury or loss'An: 6.20J. all persons on the. Work'site or ivhe may be affected by the Work; 6.20,2. all the Work and materiali and.equiprnent to lia iricorliorated therein, whether in storage on tv off' the site: and 6.20.3, other property. at the site,nr adjacent thereto, ,includirig'trees shrubs, lawns, walks„ pavement-,. roadways, structures; utilities and .Unidcr&round Facilities not designated for removal relocation ear replacement inthe crwrs, of construction, CONTRAC'TUR sliall comply with all applicable Laws .and Regulations of any public body havingjurisdictionfor safety of persons, or property or to protect them, Dorn damage, injury or leas; and.shall ercci and maintain all necessary safeguards for such safety and. protection. CONTRACTOR shall notify owners of adjacent property and of Underground' Facilities and utiluyy owners when prosecution: of .the Work may affect them, and shall cooperate with them in the protection removal, relocation and replacement of their property. All damage, injury or loss to any property' referred to in pamgraphs'6.20,2 or 6:30,3' caused, directly or indirectly, in whole or in pan;.by CONTRACTOR, erry Subcontractor, Supplier or any other person or organiuion directly or indirectly employed by any.of them to perform or furnish anyol` the Work or anyone for whose acts any of them may, be liable. shall he remedial by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the, nets or omissions of OWNER or' ENGINEER or ENGWEER's Corsultanl.or anyone anploycd by any of them or anyone f6r whose acts my of them may be liable, and not attributable. directly or, indirectly; in whole or in part, to the fault or negligence of COMI'U&roR' or any Subcontractor, Stpplier or other per"or, orinammtion directly or indirectly employed by any of them): CONTRAC'i'OR's,66cs and responsibilities for the safety and pica lion of the Work shall continue until such time. ,as all the Work is completed and ENGINEER has issued a 15 notice to 9114NER aitd CONTRACTOR in accordance with'par gimph 14.13 that the Work is'nec:ptable (except as otherwisect)icssly provided in, connectian with Substaniiil'C impletion). 6.2L 'SajeryRepirseirrarh•e: CONTRACTOR shall designate a qualified acid experienced safety representative at the site whose duties mid ,iesponsibilities shall be die prevenmioin of accidents and the responsibilities .. g and supervi.5ing of safety precautioin and Perms Hazard, Communization Programs., 6;2. CONTRACTOR Shall lie responsible, far cooed rmt ng atry'exchangeof matanalsafety data shoets:ar. other hazard iommamicadan information: required to. he,. made available , to or exchanged between or among. -cm players at thc, site in aecordarace 'with limos or Regulations. ENwgehc&Y.. 6.21 In.emergencies affecting the safety or protection of persons orthe..Wbrk or property at the site,or-adjaccutt thereto, CONTRAC I " *01? ivmtfiout special instruction or. authonzatio1.frorn OWNER or ENGINEER; is obligated to :act to prevent threatened damage•, injury or loss. CONTRACTOR shall"give ENGINEER'prompt written notice. if CONTRACTOR believes that' any, significant. changes'in,the Work or variatimas from the Contract Documents have been• caused thereby. If"ENGINEER detcrmincs that a change in IK6 Contract 4)ocum"cnts is, rcquircd because of the action taken by CONTRACTOR in response -to, such an emergericy._a Work Charge D'vective or Chanjc Order will be issued' to.. document. the consequences of such actioin 6.24. Shop Drawingsandsamples., 6.24.1., CONTRACTOR shall submit Shop. Drawings to ENGINEER for. review and approval-m accordance with the.L accepted, schedule of Shop Drawings, and Sample submittals (see ptvag'aph 2.9), All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The'dati shown on [he'Shop Drawings will be complete. with respect. to quantities; ilimersiorvs. sp�afied.performameland design csiteiia; materials and .timilsr clate'to show GNGINEEP the materials and equipmentCONTRAC-FOR praposses io provi& and to enable" INGWEER to, review the information for the limited purposes required by parn&0h 6.26, .6.24.2: CONTRAC-rOR..shall also submit .Samples to'. DICINHER for revinv.and approval .in..accordance with said'ac:cepted schedule of 'Shop Draivings acid Sainple submivals. F.ach,Sample .wall be identified clearly as to material. Supplier, put_ii cra, date such as catalog numbers and the use for Which mtendW and utheiwise as ENGINEER may _iequire, to .enable F,EMINEE.R to review the submittal for the limited srcuc OEr?tatTL coNurrwN�s't v ura it?w Buiriml I& isi dry OF FORTcoLLir3 Ntooa;tCAT10Ns Uu;V dlmoo) purposes'regtiired by pamg'aph6.26: The numbers ;of each, Sampleto be. submitted wdl:be as specified in then. Specifications. US Su6mival Procedurei. 6.25.1. Before submii 4 each- Shop Drawing or .Sample; CON'TRAUrOR shall have determined and verifier!: 62R;'l,t, all Geld measueiniu "quaritid s, dimensions .spe�aficd performance criteria, in3tnllation requirements, materials, catalog numbers anal' suailai information with respect 'thereto, '6.25:1:2. all,matenalswith respect intended use, fabrication'• 'shi 'pptng, handling., storage. assembly and •i staltaticyn pglaaung to the performancc of the Worlq.and 6.25.13. all information relative to CONTRACMR's solCresporntibilitres in resptct of livans, methods, techniques, sequences. and procedures of cotnstrction.arid 'safery precautions .and programs incidcrSt thereto; CONTRACTOR shall also have, reviewed and coordinated each Shop Drawing grcSample with other. snrp. Dmw•in s and Samples and, with cde requirements of the Work. and .the, Civitract Documents 6:25,2, Each'submittal will bcar.a,sfanip or specific written, indication fti. CONTRACTOR has satisfied CONTRACPOR's bbli&aons under the Contract Documents with fespcat to CONTRAC.TOR's review and approvafof that submittal. 6.253. At the time of each submissiort, CONTRACTOR shall' give e4GINEER specific wntterinotice of such varialicgm,if any,.t k the Slop ❑rowing or Samplct'submitted may. have from the. reyuiremcrns of the Contract DocuincI s,- such notice to be in.a written smart nication separate _from the submittal:, arid, in.'additimt; shall curie .e _specific rotation to be made on each. Shop Drawing and Sample" subnt_ined to EN0=, tR for review aril approval of each such variation 6-26 ENGINEM will review and, approve Sloop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample. submittals .accepted. by ENG WEFR' as requiied by'pamgmph I).. ENGINEER's review;and alovapwill be oily [o detemmne iflhe items covered by the 'submittals will: after installation or incorporation in the' Worli:.confam. to the information given in the Comract Documcnu and be compatible with the design concept of the completed Project as s. 'fmattiming -while as indicated by the Contra'et Documents. ENGMER's review and approval will not extend to means, methods, techniques,. sequertcts or, priicedwes of construction. (escept whore .a ,particular .means; niithod, technique, sNuerp:e or procedure of construction is specifically and &Tressly cmlled for by the C."onlmct Documant5).or to safety precautions -or programs incident thereto. The review and approval of a.seperate item as such"will not indicbte,appruval.of the assembly in which (tie item functions. CONTRACTOR shall make corrections. required by PINGINEEI. and shall retum the required number of corrected copies of Shop Drawings and submit as required new; Samples for review and approval. CONTRACTOR shall direct sreciLc attention in writing to revisions other Then the corrections called for by LNGLVEERari previous submittals. 6.27, ENGINEMVs review and approval of. Shop - 'Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Cmitract Documents unless CONTRACTOR has in writing called ENGIArEERs attention to each such "variation it the time, of submission as required' by pamgmph 6,25.3 and ENGINEER has ,given written approval of each such variation by a specific written notatiunthereof incorporated in or accompanying the Shop Drmving or Sample approval; nor will any apprtwoi by ENGINEER relieve CONTRACTOR. from responsibility for complying with the requirements of par9gmpK6.25; I - 6.2K tt'hcrc-a Shop -Drawing or Sample.ts required by the Contract Documents or the schedule of.Shop Drawing and, Sample sulmtissiam accepted by ENGINEER as fequited by, pamgmph2.9, any rented Work performed jnor to FNCrINFER's review and approval of the pertinent submittal will be at the sole.expense and resNnsnbility of t:ONI'KACI OK cofbutingthe lVark; 6,29. CONTRACTOR shall carry on the Work and adhere to the progress schodulc rfitring, all disputes or di3aereements with OWNER. No Work shall be delayed or .postponed pending resolution of any, disputes or disngrcements, except as permitted by paragraph 15.5 or ns OWNER,4nd CONTRACTOR may otherwise agree in :writing. 63Rt. CCJNTRACT0Xv General RPananrp .and Guarantee:. 6.30.1. CONTRACTOR warrants and guarantees. to OWNER, RNGENGER and ENGfNEER's Consultants that all work will be in accbrdmcc with-thL Contract Documents and - will not,' lie ' defective. CONTRACTOlUs warranty and guarantee h6vurider excludes detects or ohmage caused b}-: 636.1A. abuse, modification or. improper maintenance or operation by. persons other than CONTRACTOR, Subcontractors or Suppliers; or 630.1.2. normal wear .and tear under normal uspge. ,6;30,1— CONTRACTOR's obligation to perform and complete the Work in accordance ,with the Contract' Documents shall be absolute. None ol-the f6lowiri will consMute an acceptance of Work that is not in t�x•oc;gt>Eant corwlnoNs ivt us ri Wlr e,51ica1. a/ care OP FORT CULLI M MODIMCATION51RE V 4MMla1 accor'danoe with the Contract Doctiments;ora release of CONTRACTOR's obligation to perform the Work in accordance .with ,the Contract Documents:: 6:30:2:1': .observat ons by ENGINEER 630.2.2. recommendation of any .prdg7ess. or final payment by ENGINEER: 6]10113. the issuance of a certiticaie- of Subkr ritiel Completion or any pnymicnt by 6WNF3t to dONTRACTOR under the Contrucl Documents; a3D 2.4. use or occupancy ofthe Work or any partthereof by OWNER; 6.30.2.1 any acceptance by OWNERor arty" failure to do sU:- 6:30.2.6. any. review and approval 'of a Shop Drawing or Sample submimal our: the issuance of a notice of.acoxptahility by FNOINEER.pursuapt to fmmgmph 14.1 63i:237 any atcpcctiom;-u-s. or approval by others; or, 6.30.2:8. any correction of tk.fiktrre Work by OWNER. Indanwifrcaaon: 631. 'To .the fullest extent permitted by .Laws. and Regulations,_ CONTRACTOR shall indemnify and' hold harmiss .OWNER. ENGINEER; MI[NEGRs Consultants and the officers, directors -employccs. ,agents and other owimIttnts of each:aiid anv of.them from and against "all ctaims, cosis, losses and damages (including, M,, not limited toy all fees rind charges of'engincers. architects, attorneys and other protessionfils and all town or arbitration or other dispute resolution costs) caused by; aiding out of or resulting. Writ the performance of the. Work, providcd that any such claimi cost, loss or dantnge: (i)is attributable to bodily injury. sickness, diseaseor death, or to injury to or desstruction of tang ble proppeertttyy (other than the Work itself), Including the loss of use resulting therefrom, and (u) is caused in whole or in part by any negligentact or omission of CONTRACTOR. any Subcommctor-mrn Supplier, any person of organiintion directly or indirectly employed by any of them to perform or furnish my of the Work or anyone for whose tfcts any of them may be liable; regardless of whether or not caused in par by any negligence or omission of a person or entity indemnified hereunder a whether liability, is imposed upon such indemniGed party by Laws and Regulations regardless of the negligerice�of any sudt person or entity. 6:31 fit any .und allclaims agairist OWNER or INGLNEER many of their respective consultants, agents. officers, directors or employees by any employee (or the survivor or, personal rep6mentative of such employee) of CONTRACTOR any Subcontractor, any Supplier, any person or rirgartimtion directly or'indirectly employed by 17 any of them to perf6im, or furnish any of the Work. Or anyorc for whiric nLts-.arq- of them may be liable.; the indemnification obligation under paragraph 6.31 shall not 'be limited in any way liy "; limitation on thararnbiii]rii or vjpc of damages. cor . ripensation. or-lictefits-pHyibIc'by or for QONTRAC-TOR & any'aich SUbC6'nI!MCMr.'SUppliCT or other person or organisation under workers" compensation .acts: disability benefit acts or other employee benefit acts ,6:33- The indemnification bl, ' tj' of CONTrRACTOR'urider paragraph 6.31 MrAot6*Ucnd to theliatiilityof CN6f\1tE12ainj off xis Jr&tors; employees or agents b he uromissluns6f ROY OA�tm. 634. All i-cprcsentaticirm, fndcmnifii:&icns, warraritici- and guarantees made in; required liy or given inaccordimcc Wiih"thcI(.'6ntract.'Documciin, as well :as all ob ' rairiuirg' obligations indicated in Or. Contract ' Documents: will survive final linyment; the Work and.termination or completion of the Agrccment� ARTICLE 7-0-fHERAVbftk' Related Work at Site.- T 1, OWNER may' perform other work rclaLid to'the Project at thesiie try OWNER'S own forces; or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work, performed by ufifity owners. If the fact that such other work is to be tjerfdrmid.was not noteit in the Comir act Documents, then: (i) written notice thereof wdl he 'given to CONTRACTOR prior to starting any such other work, and @*CONTRAC7OR may make a c1dim therefor as provided iK`Articlesj I ifid 12 if CONTRACTOR'beliews that such performance will'involve additional' expense to, CONTRACTOR or requires additional time and the parties arc urable to agree as tdthe amount or cxWnt thereof 7? CONTRACTOR shall afford awh other conuut& who is ii,parfy-to-sual a direct-contraci and'each utility -owner (and'OWNER if OWNER is p;tifbrining the additional work With OWNER's employees) proper and siif6access 6 the site And -a reas&m6le opporturuty for the iritr6duction arid storage of inaterialsi and equipracint and the execution of such other work -and sfiall&�rly ci��I and, cocir dinate the Work With theirs, rilciis otherwise provided in the Contract Documents. CONTRACTOR shall do all cutting, fifting'and pntchirj of the Work that may be requircd to make. its,several parts come to gether properly and integrate with such btfier, 'work. CONTRACTOR- shall not endanger any work of others by cuttuW ",myatirg or othenvisc altering thcii work arid will only cut or alter their work with the written consent of. 24GINIMIZ and the others whose work will btaffected. I ­ The duties and responsibilities af CONTRACTOR under allib paragraph are for the benefit of such utility owning other 66nitnicims,t6iAhe ezent ithat thcre are: comparable IS EXDC UENIMAL CONDI TI ONZ 191 IM (Wki EMM). WI UTY OF FORT COLD M MODWICATIONS (ILLY V20011) Provisicros. for the benefit of CONTRACTOR h said direct,coritracts bctween OWNrR and such utility,oViTIM auto other. contractors, 73; If the proper execution or results of any pan of CONTRACTOR'S Work derends upon work'perfibrrned by others' undci this Article 7, CONTRACTOR shall inspect such. other work and promptly report to ENGINEER'in writing any delays, deficktzi &,deficiencies in such other m;urk,djiil render it unavail6le cir unsuitable or in such other Wcirk . Gbardnadow-, 7.4. If f ;OWNFK contracis with others for' the perform ance. of dtkr work.on the Project it the site; ,the follois•ing will bg set forth ift.SumI&Weiitary Condition's: T4: 1. the p,&son,,firm or c6rpomdon who Will have authority' and r esp-cirisib i I ' iiy' for Coordirnaum of 4he actMti&amo% the various primi:'ccimractors wiiihbc identific4- 7.4.2.1 the•spccilic�mattcrs to befcoWind by,such authority and responsibility,W.W11 bi itcmiied; and' 7.4:3., the extent of such' authority and m4nrwbilifc.s Will beprovided.. Un1cm. otherwise' provided '6Vid6d in, the S61�0ementit-V � Condiuo,._ OWNER,shall liaic sole authority and responsibility 'in mWr6f such . coordination' ARtIC-i,S,,i3--OWNER'SRF'SPO-iNT--SIB'lLrl"r-I-E-S: 8.1� Except as, otherwise *vftkd in these.' General' Conditions *OWNER stroll: issue c6mmi6icaticiPs to CONTRACTORthrotighlINGINIEM. 8.2. In case of termiNtikin of the employment of ENOMER, OWNER shall appoint an eriginee . r. against TRAC-TOR-muka . -rw Whose stiitm under the Continict Docirments. shall berhaii of the fbnmcrENG=-R_ 8.1. OWNER shall, furnish the data re- cluired of OWNER under the Contract Documents promptly " shall make payments to CONTRACTOR prcrirflitty when they qi; due as provided in paragraphs 14.4 and 14.13. 8.4. OWk-Its duties injespcci of providing hinds Una MCM615 aFki Providing ftigiflUaing Surveys to establish reference pointsmire set: forth in para&uphi4_1 wid 4.4. Pahighaph 4.72 refers, to OWNER's idcntify*g makin gs 1. ng avmlablc� to CONTRACTOR .64ics of reports of cxplorafic;As and icbu of subsurface conditions it the site and drawittgg of physical condidofts in existing suuetiu6 at or contiguous.to,the site dint have been ut"d by ENGINEER in preparing tKa.Contrna Documents., fortkiilrperegat>hs-S-S`tFtttugFt-s-I,4: 8.6. OWNER is oW.-ated to execute Change Orders as indicated 'in. paragaph 10A. S-T OWNER's responsibility iri respect .of certain inspectiomL tests .and approvals is set forth ..m ranagmph 13.4. 8.8. .In connection with OWNER's right to stop %Vork,or suvend'. Mile, scc: fnr ipphil.i,'t(i, and 13,1; Paragraph 15.2 deals- with OWNEWs right. to'terminate =Yiecsof.CONfRA(,,rok uukr.certaincicunisranc"%. 8;9x The OWNER shall not supervise, direct or have ,contnri or authority over. nor. be. resptinsibler .for.. CONfRACI'OR's.mearis,'mahodz rechniqu.m sequences. pr prumdures of construction or the safety precautions and prggams incident thereto or .for any failure oQ CQNTRAC'fOR to comply with law•s,and .Regulations .apjtlicable tothe furnishing or-ppertormancelof the Work. OWNER' will not be responsible for CONL'RACTOWs failure to perform or furbish the Work'in accordance with 'the Contract Documents. i642 rep-T- 111 l4--in respect-aF-ugdk0l6geA Rsdioac4ive-i4titerialg-uncovicen set-fee} rq-parsemgh4-3c greed to *�ti-qh arrangements--hove-been—made-ter-sat sPi--QWNER's. iasp�nsibilitwin•rr.;pe�K-tharaoFwill-ba-nsset fml4-iri_the SupplenxtttervCdlxiitions, ARt,76 : 9-F.Nel -EER'S STATUS DARING. CONSTRUCTION. - OIWR12's Reyresenlrrtir�e:. 9.1_ ENGINEER will be CWNE_Rs representative during the construction pen 'Clie duties, andresponsibilities. and .the limitations of authority of ENGINEER. as OWNER's representative daring• construction are set forth in;the Contracl'Documenis and shall,notbe extended without written consent of OWNER anti ENG-Ii IEER I rdtr to Site:. 9:2:. ENGINEER will make visits to the site•abimervals appI -- to to the various stages of construction as ENGINEER deems necessary in order to observe ai an e Wn.enced and qualified design professional the -progress EXDCCJLNa AL CON MNS 1910-9 (1999 Edlim) %I 6TY Or• FORT CULLIM VODa1CATIONS tRGV •1 ^Urlal that hasbeen rnat'li and the quality of the various astxets of CON'TRACTOR's eeecuted Work:. Based on information ubtsurcd during such visits and observatioru. EINGWEER will,endeavor for the benefit of OWNER to determine, in general. if the Work is proceeding in .accordance with the Contract,Documem's_ h•NGINFFR will nolbe required to make-exhatistive or con amious 6nfr site irspectibns, to. check the quality, or quantity' of the Work. ENGINEERS. efforts will be directed toward providing for OWNER'a greater degree of confidenceimet the eumpleted Woik will cWhrin . generally to the Coniruct Documents. On the basis of such vsm" s and on - site nI%tirvations, .ENGINEER. will k0W'NER eep.. informed of the progress of the Work and will, end avar to guard "Oi\ WER against rffacrive Work, FNGINFFWs. visits and on -site aimrvatiort$ arc subject: to all the limitations on ENGINEERSs' authority and'responsib lily set forth in mgraph 9:13,'and particularly, but without .limitation. dtr%r or as a result of ENGINFEWs un-site visits or ohservations of WNTRACrows work ENGINEER will not. supervise, direct, control or have ,authority over or lie re'sporsible for CON'rRACTOM means; methcAs, techoiqucs, sequcnces.or- proedures of consuractiory or the safety precauti.pm .:and' programs incident thereto, or for any failure of CONfRAGTQR to comply -with Laws and Regulations applicable to� the furnishing or krfirrnance of the Work. Project Reprisvnttttrrw 93. If OWNER and ENGINFER agree, FNG11,1RER will furnishs. Res-ldcAt project Representative -to' assist limitations thereon of any such. Resident Project Representative and assistants will be es. provided in paragraphs 9.3 and 9.13 and --in-tlx—.Suppkmantsq Conditions of these General Conditions, If OWNER desf�m ates' another representative or agent to represent OR LATER at the sit, who is not. ENGNEER's Consultant, agent or employed the respoissibilities and authority and limitations thereon of such other person, will be as provided in Bte Sappleaeteteteitiens ptmg<apjt_3 9.3.1. The Representatives dealings in matters pertaining to the on -site work will in general, bemith the ENGINEER and .CONTRACTOR But. the Representative .will' keep. the OIV,rM, •p_t pLA advised about such matters. The Representative's t!Vh subciimrdctors will only be thiouph or wfull knowledge and approval of the. CONTRACTOR. ` Duties and Resmnsibililies. Representative wilt: 9311.Schedules Review the .progress schedule and other eil dules oieoaied by the CONTRACTOR .and . `consult' : with the ENUMEERconcernmG accepabilky." 9.3.2:2. •Ccauerses.:and? Meetura Aitend meetme with the, •COWRACTOR such, as precvnshuelionconferentxs,_prc>�ess',�m_eetin and, -other iabnterences_and prepare..and circulate copies of minutes of mee4ngc;. ' 9323. Liaison Sarve.as_•ENGINEER's lidisoh with, CONTRACTOR: working- trirrcioally throiteti CONTRACTORS:supermtendent.to• :aecist the CONTRACTOR• Gi understandiue the Contract Documents. ' 9.3.2.3.2. Assist in oMa'uiin¢ tiomOtVN$kt additional cictaili or infdnnariiili �ahcn required. for protxr'execution of the.Work. 9.3:2:3.3. _4dvise' •the bM61MER iuid CONTRACTOR of the commencement of anv .Wm1C rC(j u3 . a Shop"Drawing• or sample submission if the submission has not beenatinroved'iby the bdvGMBER_ Y<4 8vieivof Wotk ct o Def' C" �1'ark.•.[rlsp xdom and Tests - R3:3.4.1. -. Cohdud on=site observationsTof theWork-thoro¢ress to assist the ENGINEER' in determintra that thc' Work is procccd_uia in accordance with the Ccxuract.Documems. .3.2.4.3. Accompany' visilin¢' inspectors reorese "i pablic l7c4her. acemics havine jurisdiction over the ProLt ruYxd the res tlts of these 'ttispectiom and report to the ENGINEER 937.5 hunpretatign of Coehad•. Docurneras:. 'Reourt...[o. •LNGI'9EER when elarifilaltidns.and interpretations of the,Conlntct Documents are .tweded' and. tratmtit. to CONTRACTOR clanficatkn.arrd interpretation ofAhe..Conlraet..Documentw.as issued-bv the QNGMEER: . - . 9.3 2.6. Ivfodificationa Conidci..and evaluate. 'NNTRAcropls cnon„suons. fw =vc UENERAI:'.CONINTIONS'.1411Nt 119%a E(Ww), N9 C11Y OF FORTCOLLI tag Aibi)l17CATIONS (REV d4000),. modification in.Drawini s or Stec liications and _partthese recomnfemintiom to. ENGINEER. Acciaately' transmit: " "to CONTRACTOR dec shops �s ied by the EyC MEER, 93:2:7:�t2ecortls: Q; i' 2.8. 13e:polts . 9:3;1$:L, Futitish. ENGQJEEff' �erj_otGc fcparts,• as required: of jb@ prosess�ufLhe Work sand •of 'tie CONTRACTOR'S LoMphnc3ih_&PL1,Ees§ ii e' schedule of :shoo Dmwin¢ and sample su tick.' y3c$tZy : Cu(_.. t u'G�NLl advance of .scheduhne ina'or_ test] insoecti0rts,w cart of important chases of tie Work-- 9.3:2.8.3'. Draft woppaed ChLLMe-Orders and 'Wwk`D•azetivt'Chartg oElann@ ba kup matrnel ftl m the colyrmCfOR and_.recommeittitb.•.GNGI[3EER Chance: 'Ocilers. Work Diiectrve,Chmwcs and field o lers. 9.3.2.8A. .Rcticirt unmediately to ENGMLGR and OtiVNER^the ocaureirce u[ .any'accideitt. 93:29: 'NvmeritReyuesls Revicwaooli6a6om for pajhttcnt w 2 (-ON'IRACTOR for oompliance tvith� .tlie' establisfieiI - mocedure for "Heir. submfission:and forward`with recommendation to 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. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. Rev10/20/07 Section 00100 Page 3 RNGINEER. noting pitrtwularlv the relatidhshipo to paynest requested -to the schedule of values. 'work comolded and. ' cnt delivered at the site 01 Atg[1i_'nc;Z&1ffn!! Fi� WML- 9.3.Zlo'—Cumpletion. 9.12.10.1 Befom-Ri fLEER issues a Gertificata of Substantial Completion submit ,to.COINYMACTOR a list of observed items wiring. correction or'cornpletiom 9.1210.2. Conduct final inspection in the o6mriam af� the � FNGINEHIC, OWNER -and CONTRACTOR and mpare �a -final -list of items to be corrected or completed; 9.3.2.10.3. Observe that all hcms� on the final list have been corrected or completed and make- reournmendatium to ENGINEER' concernme accmitrince. 9-33: Limitation of Authority: 'The, Representative: shall riot; 93.31 Authorize. any &vtatiom IMM the .Contract Documents or accent any. substitute ENGINEER_ 11 933.2.. IiFxecd limitations: of ENGINSFR'S, huthdriry as set ffinh in the Contret Mv'_u'mcrft__ 9 i of the CONTRACTOR_ Subcbritractom or CDJN_T9A.CMQK* VMk6.tM_&D1 9.3.3.4. Advise oN or issue&6.tiqn_srekliwe toor assume conlrbi over;*. ipy-iMLa of the, -at means, methods.• techftioue& encgs, or, Vq5�eduri�s_tff _construction umIm qh is specifically called for in the Contract Documents. 9.3-3.5. Advise on or issue directions precautions and programstgco!j �Uons%vith�-thc Work. Accept Shop ._DnL_ pi submittals from anvone other than: the CON'rRACTOP, 9.33.7_ Authorize OWNER' to occupy_ .the Work in whole or in pan: 9:3:18. Partiicioate in speccializcd field or laboratory tests or inspections condUL-Led by others emcept,, as specifically authorized by the ENGINEER: Chihficatimi and Interpielahatw 9.4. ENGINIEER, will issue, with reasonable prLxuptacss, .SMh written, clarifications 'or iriterpretafions of the W 6TY Of FORT MLLIM'MODIFICATIONS IRhV4P0OO) requireffients oEthe Contract-Documero (in the form of DTawifigs or,'6therwise),a,a'LNiGrN=— may,cld&rnine necessitry. Mich shall be consistent with the intent of and so rvana%'inferable from the Contract Ehx-umcnl& Such written Clarifications and interpretations will be binding on OWNRR. .and CONTRACTOR- if OWNER ar CONTRACTOR believes. that a written clarifiLadan, or ,or theContruct-Times and the parties are unable to agise to, thw-amount,or. extent 6crou"L if any: OWNER car CONTRACTOR may make,a written claim therefor as provided inAxtic[ell'u'r-Article 12. Afthurized t%afia#ons in Work 9'5. 'the F,4N-(r[NFPR may, authority riiiho'r variationsin the l W orL� _",fio In e re qLuremehis of the Contract Dcciimcftts which do not involve an adjustment in the Contract Prim or the Cantract"Times and are compatible with the design cor;xpt'of•lhc.compl.ct.cd Project as a functiLinruingng whole as, i4cuted b" y the Contract iDoc erits. *rhew.may be.a_=')m'p.l lshed'by a Field Order and will be binding an OWNER and also' on promptly, [fC.)I%NtiR;6r-CON'rRACI',OR'bclicvcsftta field Order-jiusti fficis an adjustment inthe Conva - ct Pri�c or the Con'traa ' Times and the parties are Liftableto agree as to the amount or extent thereof, OWNER or CONTRACTOR may inaki a, written eliqrn, therefor as provided in Ariielc I t- or 12. ' Rejec&ngDqkdn,e Work. 9.6. ENGINFRR. will havcauthoifty,to disaiprovCror reject Wo&which FNGUN".9-be-lie"ves-to be olefective, or, that UNGINE7 Ek N1 ieves will not produce a completed Project that ooftliarms to the Contract Documents on that will prejudice thr integrity of the design concept of the .completed Pmjtait us a Functioning whole as indicated by the Contract Documents, ENGINEER will, ils6 have authority,to reqiijrespecial in, spection or msting of the lVork as prgvi&d in paragraph - 13A.Acther or not,thi Work is fabricated. irtstullod orcomplated, Shop Drawings. Change Orders and PayinelitS.'r 93, In connection with ENGINE-Exs authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 � inclusive: 9.S.'In connection withdENGINEERs'authority,as to Cliarkgc Orders. sce.ArLicles I Q. 11. and 13.. 99. In connection %iffi ENGINEER's ' authority as to Appli(xitiom fuir Ptiymciit. see Ahtielel 14. bdirmifutdonsfor UhiCPrices: �9:lu.. ENGINEER will determine the actuat,quantitiEs and 'classifications Rice - of Unit �e Wo&.,performed by -coNT,RAr,TbR!' ' oqGiNEER will review with comrR.-vtrop, ;the HNGINETR'i- - preliminary dcteriiiatations on sueh;maucrs, before rendering a:wrihen decision thereon (hy ,recommendation of in Application f or Payment or otherwise), ENGINaRs written decision ,therciiii %vill, be Final and binding- upon OWNER and CONTRACTOR- unless, within ten diiys:aftcr the date of :any sui�h decision, either OWNER'cr,CONTRACTOR ,dclivcr�:td,Lhc odir and to ENGINEER Wrlintsi,'n6tice I of iritaition to appeal from ENGINEFR's'decision and, (i) an appeal firom lj4G INEEks deciiiiin is taken withih the time limits add in accordance with the procedures set forth in cle 16, or tieen eme the appealing in ' a, orum o fi f c biripetent jurisdiction to excrcLsc suchs or remedies as the appealing,partymay Have . iwitl respect, to' ENGINEWs decision, 'unless otharwise agreed in writing by* OWNER and CONTRACTOR Su&appnd'wdI not -be -subject to the procedures of par raph 9.11. Dedsfons on Disputer -9-11. .ENGINEER will be the initial interpreter of the requirementsOf the Contract Documcrits and judge of the aceepmhility' of the Wiirk thereunder- (:-.Iaim% disputes and -other manorsrelatingto the acceptability ofthe Work- or the interpretation of the requirements or the contruct Doctimerits pertaining to the performance and ftunishing of the Work an&claims under Articles I Land 1:2 th respect of amAges !it -the Contract Price or Contract Taines will be referred trutiall to KNGUNTSER in writing with a request for. at formal,%ciion in accordance with this paragmph. Wriumfintfoc of each such elaim, dispute or 6ther Fiattor will be delivered by the claimant to ENGINEER and the other party 'to the Agreement promptly (but in no cycnt laterd-an -thirty days) lifter the start of the, occurrence or event giving rise the!eii;i, and written supporting iliria Will be sdiinutted to ENGINEER amf the other 'party within sixty day% after the Zia, of such occurrenceor event unless ENGINEER allows, an'.additional period of time for the subniisiic;i of additional of more accurate dam irt support ,6E such climi, dispute or other matter, The opposing ­' party .shall subirit any r4onsc to,ENGrNEER and the daimant within thirty days after rcccipt� of the c1iiiinants last, -submittal (unless. days, after allows additiamil time). ENGME M� will render formal decision1h,writing within thirty days atter rti6eipt of the opposirr party's tailimittal, if any. in -accoixtance4ith this paragraph. UNGINEE-R's ivritteri decision on such chimi, dispute or other metier will be "I and'binding upon OWNER and CONTRACTOR unless,,(i) an appeal from ENGINEER's decision is taken within the time I limits and in accordance with the procedum set forth in EXHIBIT '(X-A "Jispute Resolution.Aireemehi%endered into between OWNER and CONTRACTOR pursuant to Article'l 6, use (ii) if no such Dispute Resolution Agreement has'been entered into, a, written notice of intention to appaid'Corn CNGDTEE-Rs Written' _dMV%= is 'delivena M. by OVVR- _ur CONTRACTOR to the other and to ENGINEER, within dirty days Ad the elate, of such decision end a. formal, ce proeding is instituted by the appen4, - partying forum of competeril jurisdictioft to exercise such rights'or remedies as.thic appealing party- may have %vidi respect t6 such claiiii; dispute or othermatter in accordance will applicablc Liws arid' R*6fions within'si* da�s , of the .date of such . Fxvcue4mAL mm n0ris iglu-8 (i9w E(fitim). 22 %YOTY'OFFOILTOOLLIM MODIFICATIONS (ILLY-1/2 MI) decisiom, unJess otherwise agrod in writinga by OWER ,and,CONTRACTOR 'When funetioninga�sika*tcrjan4judge,undei paragraph:;9.16 ,and6 .9.11. ENGINEER will not Aluw, li.- islity,to OkV?JFR or CONTRACTOR and will not be able h connecti6n with any interpretation. of .decision tendered in good'Faith in such capacity. The renderin'of a decisibn'by. 12,4'GDZER�;pursuant to paragraphs 9.10 or 9A 1 . with reseed to',uiy such claim di;�putc or iithet matter (qce bee wa;ved by the mating, .ptany)vIlichhave n exercise by OWNER or CONTRACTOR' of such rights remedies as either inhy,otherwiii have: under the Contiact Documents or by'Lli�-1,6r'Rcgulations in re, 0 , -, such claim. te br� other spect _f any un. dispute . her i-natterimovie nt, .9.13. Lbuilations -an ENGINE-ER's;Aitth&rity- 'awd Re0onsibiliker - - 9. 13.1. Neittid ENGINFER'.s authority or respo.ibilii�under this Aitcle 0'ar. unc0i any othei provisionotthe Conmt6i Mcunienfs nor any decision made by H.-NIGINSHR in i6od fai6cithcr to exercise ornot'acreLw such a4htrity or responsibility d the undertaking, curcisc orperformanBe 6rany, authotity or rcspondibility by FNGU-JFER- "it dicaEc,'im-liose. or give rise to any duty owed by ENIGINEER to CONTRACTOR.. any Subciintractur, arty Supplier,. any cither rxT.qm or organinition, or to ahy surely fir or effiriloyce or Agcm of, Irry of.thinti, 9:132. LN(;VNH131Z- will not kupc'rvisc' direct, control or'6vc authority over,or f,xiesponsiblefor CONTRACTOR's means, methods techniques, scqul.cncrs or, procedurei; of consthucticri or the safety titlats rand programs iricidint thereto; br for any aiicu're of co&ffp�Acwk to comply with Idws and Regulations appliLnble to - du ffinniiihing or. pkifonnanco.of the Work, UNGINECle'%vill not be re.spons-ible. lor, CONTRACTOR's Failure to.pxrram 4 furnish the Work'in accordance with,the-Contract riocumems: 9,133. ENGWEMR *ill riot be resporusible fdr �the acts or omissions. of CONTRACTOR 'of of. any 'Subcontractor. any Supplier; or of any other personor organ` lion ,performing or furnishing -py of; the %Vcr 9:13.4. ENGDIEER's review'ofthe final Application fur payment, and arawnpanying - documentation and all maintenance and'openiting instruciiam schedules. -guarunwBonds and,6iiiificaies of'ili*tion( tests and appirlivals kid other documefitation reqdired to be delivered' by kid 1412 wdl ordy, be to detamiric generally iiiii(their-conterit.complim with therequirementsoll and in th; case ofcatiffWtm of ,inspecitionk tests ' - arid.` approvals Lhat"thii, rikulLi ccriifi6di indicate, compliance with; the Contract Documents.: 035. The limitations upon authority and respotuibility.set forth in this pamgmph 9.13 sliall also apply to ENGf, E R's.Consultants,, Resident Project Represcrustive and assistants. ART,ICLE'10=CILVVGFS IN THE WORK 10:1- Without.invalidating',the Agreement and without rWce,to any wuretj•• OWNER may, at any time or Gom' Hine to time, order adclitions, deletions -or revisions in the Work Such additions;, deletions or revsionswill be. authorized by a Written AmcndmcnL a Change Order, or a Work Change. Directive Upb n receipt of any such, documenl.CONTRACTOR shall promptly proceed with the Work involved which will be peifomted antler the .applicablecondi6cFnsoftheCo=-Ct 3, merim(exceptas otherwise specifically provided). 10.2: If OWNER, and CONTRACTOR are ,unable to ogres. as .to the extent, if. airy•, of an adjustment in the Contract Price or an adjustment of the ContractTimes that, should be stlowed as a result of a Work Change Directive; aclaim may be made thercforas provided'in Article l I or Article 12; 10.3. CONTRACTOR.shidl not b, entitled toan incrias.: in the Contract Rice or an intension of the Contract Times with respect to any work performed that is rKA re uired by the Contract Documents m amended. modified' and supplemented as provided'in pamgraphs 3:5 and 3.6,.&ccrA in the case of an ancrgemcy as provndcd n paragraph G.3 or in the case of uncovering, Work as provided to paragraph 13'9. 10.4. OWNER and. CONTRACTOR shill ezeuutc appropriate Change Orders recommended by 1INGLNUR (or Written,AmendrncnC:) ixrvering:. IOAL changes in.the Work which are i) ordered by OWNER pursuant to pamuraplt 10.T. (u) required because of acceptance of rlajacrivz Work under pamgmph'13,13 or under pamgmph' 13.14, or (iiti) agreed rotby the parties. 10.4.3. changes in tie. Contract Price or Contract Times which are agreed -to by the parties; and 10,4 3. changes. in the Contract Price or Contract. Times•whi6h embody the, stibstance. of any Britten decision tendered by ENGgEM pursuam to. paragraph 9-1 li provided -ftl,,in lieu of executing any such Change Order. an appeal may be taken from any ,such decision in .acuordarice with the provisions of thin -Contract Documents - .and applicable -Laws and Resnilations, but.d&ing any such appw L '(:OilTltA41'OR shall tcaarrrtyyan the Mirk5rii1 adhere• .to. the 'progress schedule- as. provided in paragraph 6 29 10.5: If notice of any change affecting the general scope of the Wain ix the provisions of the Contract Documents EJC W (JENIERAL CONDMONS 1910-8 (i"Q Edlitnl trl CITY O%FORT CULLI ra mcDu1CAi10 IS (RHY •IM910) (including, but not limited to, Contract Piice or Contract Times) Ls required 6y the provisions or any Bond to be given to a sumyry,,. the giviru of any such notice will be CON'fRACT0h2's responsibility, and the amount ofeauh applicable Bond will be adjusted accordingly. ARTICLE Ii-CIIANGEOFCONT'RACT PRICE' 11:1. The C6ntract Priceooitsimrtes the total compensation (subject to autharimd adjustments). payable to CONTRACTOR for perfoiming the Worts All ditties. responsibilities and ohligations assigned to or undertakem NCO.NTRA(.'roi. shall,l-atcoNT'RACTnR'sexpense without change in.the Contract Price. 11.2: 'The Contract .-P icc may curly be changed by a Change Order or by a. Written Amentbneni Airy claim for:an raijustment in the Contract Price shall be Mmi on written notice deliver6d by the party snaking. the claim'tn the other party and to ENGINEER promptly (but in no event later than Quit)? ,days) after the start of the occurrence or event gL%,i% rise to the claim and stating the general mire of the claim, ;Notice of the amount of the claim with supporting data shall be delivered within sixty days after, the start of such occurrence or event (unless ENGWEER allows .additional .time for claimant to submit additional or more accurate data in support ofthe claim) and shall be accompanied by claimant's written statement that thee adjustment claimed covers all known amounts to which the claimam is entitled as a result of .said occurrence or eYmt. All claims for .adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER asul CON`MACTOR cannot otherwise agree on the amount involved, No claim .for an ndjustment in the: Contract Price will be valid'if not submitted in accardancewith this pamgraph 1 I ?. 11.3; The value of any %York covered'by, a Change Order or of any claim for an adjustment in the Contract Price wig be determined as,fulhows: 11.3.1. where the Work involved is covered by unit prices contained- in the Contract Documents, by applicatiun of'such unit prices to the.yuat¢n$es'of the items involved (subject to the provisions of 23 parti9MOS 11}9;I throiighll':9.3 inclusive); 11.3.2. where the Work involved is not covered by unit prices'contahted in the Contract 17ocuments< by a mutually ageed payment basis, •iiicludu>b lum{i rsum (which may include an allowance far overhead' and profit :hot necessarily 'in accoranne• with pa'ragraph'1,1.G.2)_. 11.3.3.,where the Work involved i itrot covered by unite prides' contained in die' Comma. I)ocymerits and agreement �to a lump sum is not reached:-iuider patagr iph 11.3:1, an the harts of the Cost of the'Work (detetmmedas provided in.patagmphs 11.4 aril' l LS) plus a C_ONTRACTOR's. fee for overhead and profit (detmlcoed as provided in paragraph I i,6), Co.+s Of the Nark: 1IA The tens Cost of ft Work-, means the•sum,of all. costs necemlily. iriwried and paid by CONTRACTOR in fhc proper perfameifce;of the Wort i cc es otherwise may be agreed to or writing by -OWNER, such costs shall be in :amounts: no. higher than those prevailitg (n the locality, of the. Project,, shall. include only thefollowing itefins;and shall not include any. of the costs itemized -in' paragraph) l 5i IIAA. Pa))Toll_ costs for employees, in the ,direct am plpyof CONTRAC:TOR,in the .perfomtance ofthe 1k'ork under schedules of job. elassificatinrVi- agreed upon by OWNER and'. CC)NI'RACTOR Such employees shall include without hinaatiorr supcnntendents; forcn en and other pttsonncl employed full-time at the site Payrollcosta for employ -M''hot einployed fuu4ime:on the Work fall li apporucxicd on the hasis;of ifeir tirric:spenvcn the Work Ft yTolf costs-" atcluile t3itFttctbe limited to- shall'be included in the ab6ve to u;e etem authorised by OWNER. 11.4.2. Ctist of all materials and equipment furnished, and inairporated in, the Work 'iricludirrb'+ costs iif •transportation and !wrage thi rebE aril Suppliers' field services required in oonnection therewith All; _cash discounts. shall accrue to CONTRACTOR unless OW1N'E11. deposits funds. with CONTRACTOR with which to -make, payments: in which: cwwe the: cash discounts shall acarie `to OWNER: All trade. .d ii.ounts; rebates and refuirils Arid retiiri%. Gom sale of surplus materials, arid' equipment,.shall accrue: to OWNER and C.'ONTRACfOR shall rake provisions sotha theymaylbe'obtainaL 11.4.3. Payments- .made by CONTRACTOR to, the, 'Subcontractors for Work',peiformed ia,'funished by 'Subomitraacrs._ If required' by- -OWNS , 24 EXI)cGm'4yI L,CONUPONIS'.191 o-U(IJfal Edition), ni MY OF FORT COLLINS MODWICATIONS (REV ammo) CONTRACTOR shall obtain competitive -bids Subconimciars acceptable to-- OWNER .and CONTRACTOR -and shalt deliver -such bids to OWNER who will then determine, with the adv ice of ENGMFJMf which bid$ if any; trill l e:amveil if mty subcontract providec'thai the subcontractor'ts tcj be paid on the basts.of Cost of the Work plus -a fee, tiie Subcontractor's.Cost of the;N'ork and fee shalt be defe mined'in the same manner as CONTRACTOR's cost. :of 'tlie Work .anal' fee- as ppruvide�l.' in Inwgapliti ll'4, Ii' 5, Ll 6 end 11 7, in subcoNratts shall be subject to the odia Fi ovisiansof die Contract'(3ocuments atsofar as applicablo. 11 44. :(Costa of special consultants' (including but not limited to angmeers, ,architects, testing' Ilabomtories: surveyors; .attomeys,and' accountants) employed; for services sliecifioally relaied to the Work. 11.4.5:. 'Supplemental' costs including the following: 11 4 5:1'. The proportion of necessary. [ranspoitation, travet"a_nd,subsisYenee.e,gMnses,of CON,TRACTOWs -'employees , incurred in dkcharge- of. duties connected :with the Wait 13 4,51 Cost, .including ttaosportation and maitenance: of all crater -41S. .supplies: egii(pmern,'machineay' appliances, office -and tempornry ftedines.atdie :siteand hmtA tools not owmcd hy,the workcts, which are'consumed in the performance of the: Work, and coat i�M.atafltet value of such items used )tint not oonsstr ne_d "which remain the Property Of con TTRACTOR: Rentalsr of and niacludery QWNGR'with the advice of Ei` 0RC,ER costs, of ,transportation, loadingi un insfallationi'dismaraWT and removal ife 'in' hccordrince" with" terms of said I I.4SA Sales;. el5uumer, use or similar taxes relined to'the Wort.." and tar. - wlac)i C6NTRAC.T0k,is`fiahle,'impbsslby Lairs and Regulatiorm IIAS5Deposits. lost. for •causes other than negligence nC CCSN 1LkCTOR..' ' -any Subcontractor or anyone directly,or•indirectly employed by -any oC them. or for whose =is any ofthem_may i e fable,.ariil royalty payments and fees for.permrls,and liccrises. 11.4.5.6. Losses and .damages. (and related expenses). caused by damage. to the Work, not compensated by insurance or otherwise: susuiiried by' CONTRACTOR in c6niientian, witk the perfarmance arid' furnishing of the, Work-. (except losws,and damages within the deductible,amounti of y insurance established by OWNER in si of=c with paragraph 5.91 provi&d they have resulted &&u causes other than 'the lieAligence of CONTRACTOK. any Subconuractor, or anyone directly or indirectly emploved by any of them or for whose acts any of them, may be liablic. Such losses shall include. settlements made with the written consent and afproyal 6f OWNER 'No such hisses, damages anal ixpenises'shiill'bi included in. the Costofthe Work, for the ose of determining I PUT CONTRACTOR's fee. IC howcvSr.!any such loss' or damage requires reconstruction and CMr.1-RACTOP is placed in charge-rcof; the CONTRACTOR shall be paid Iti sc'rvices:a fee proponionate to thatstatediriparagraph 116:1 ,11-4.5.1 The cog of utilities; rue] and sanitary facilities at the site. I L4_i.S. Minor expenscs " such as telegrams, long distance telephone calls, tileph.OiE service at the site; expressage and similar.petty cash items in -connection.with the Work. IIA*59. Cost of premiums thr,additional Bonds and insurance rcqilixtd because of aumges in the Wo-rk.' - ' ' 1i.5i The tenwCost. of the Work shall n6t;hcludc.any of the tbllowini` I 1.5IL Nyroll cost% and other compensation of CONTRACTOR's officers exejLftivcs.,,principals (of' partnership and W- crigineers. architects,, estimators, attorneys, auditorsi aacountzAK purdiasing and contracting -Vents, expediters ' - timekeepers, clerks and other ptrsorviel emploved by CONTRACTOR whether at the site or in CONtRAC-TOR's, principal or a branch ofricL for gener al administration of the Work and not spiccifleal]y inch in the agreed' upon scheiWe of job classifications referreci to in. pffigraph 11.4-1 or, specifically coJered by liaragralih I IAA -all of which are. io be considered administrative costs covered by the- caNirrR-AcToRwr". (IS2. Expenses ot"MNITRACTOR's principal And +ranch offices other than CMNTRACTOR's, office at Alic.stic: , - 1153: A.nv- part of CONTRACTOR's, capital expenses, including interest' on CONTRACTOR'S capital employed for the Work and charges! against, CONTRACTOR toi.dell-Mfuent payments, M5.4. Cost of premiums fici.all Bonds and fa,all insurance . nue whether or not CONTRACTOR is'required. by the Contract DoEurnents to purchuse'and maintain thrsamc (except farthe cost of premiunmeoverod by subpwagnipfi 1 L4.5. _Q'a. vebove ). EXI)CM4NERAL e0NDIDOM. IM-8 119?Q. Btfiti(VII W/ criy 01; I;OR-T COLLI M M()DI171CATIONS ("-V 4MM10) I 1, 5.5, C due to the negiigence of .CONTRACTOR: any Suboahtractor, or anyone dirccfly'�on indirectly employed by, Any of them or fior whose Ads any of them may be liable;'includirij but not limited to, 6e correction , of tkfevffiv Work.' disposal.1 f - , ­ ­ " - I . ' lied sposa o, materials or equipment wrongly sup and making good any,dimageto property. tj�jj. Other overhead or general expense -costs of "any kind and thc,cohiscrony, iuin�nut specific-a'lly and eitpirsgly. in6lud.e.d. in *-a&phA !,4. IIA The (:091'RAOTOWS fee -allowed to CONTRACTOR' for crvcrhead; and 'fii shall :he determined is Pro 11.6, 1, a mutually acceptable fixed fic: or 11.6.2, if ii fixed fee is.not,igrecd upon. Lhm:a tee hased,on the, following percentages of the various portions of the Cost of the Work:; 1.6.2. 1 for costi;- incurred under para&ophs 11.4.1 and 1144-2, ' the CONTRAU-17OR's fiFe shall be (iftecn percent '116.2.2. 65f, costi incurred under, para&I)h 11.4-3.tlic M NjTRA&0R3Zcc -shall be five percent( 11 .623. where one or more tiers of .subcontracts arc on ttic basis of C64�of the Work plus a fee and,no,fixed fee, is agmed upbrt, the. intent of paragraphs 114.1, III3-2; 1,1-4*3 and I i -16.2 is -that-the- Subcontractor who acitAy, performs, or furnishes the Work-, at whatever ner, will -he ' a fe fifte A percen of the costs Ila rd e of _ c t each 11.6.2.4. no Re shall be payable on the basis -of costs itmized undir.paragruphs IIA4, 11.4.5 And 1I5. 11 .&2.5. the Amount of credit to bee allowed by CONTRACTOR to'OWNER lbr any cha%e which results ins'n'er decrease in cost will be the amount of the actual net decrease in cost plus a deduction in.COINTRACTOR's Fee by -an am6urit equat'to Eve percent of such net decrease, and. 11,6:23. when both rid"ions.and credits arc involved to ia,, one cje.. the Adjustment in sha CONITRACTO 's fee sha be wmpuwd"on the basis of the net changin accordance with paragraphs �'indlu, ,phs 11672.1 thidughl usive. 11-7-. Whenever the cost of, art}'. Wcrj� is. to he .11 _ . - - 25 &tariinid Su to. Paasai�9:1 14:rind 11,5, cowkk�TOK will establish and mairaiin records thereof iri'kcardance with gcncrally.acce*d accounting pracuip5s - and'submit-in form acceptable to, EN01I.MER an itemized cost hreakdoWn together, with`supporting data, Cash Allowarjvdv .11.8. Ills undirstoW that CONTRACTOR has included. ui the Contract, Price all aflowimccir so nam- cd 4W"thi CofitffiLt,l)(3currients and skull cause did Work'sri,c&eied or, such sums as may, be acceptable to OWNER mid ENO '6comrpAcroR agrees that: the, allowandes include the cost to, CONT E'A any applicable trade discounts), of aiicd by"thd allowances ' to be delivered up d plicabIc ta,xes; an 11.8:2.-CONTRACTOR's., costs for unloiali%. and limidlirittin the sife,lRbor, i6stillat14n,co'sKoverliend. profit and' �othcr exiienscii, contemplated fbi. the ' n1lowances have been inc Wied in, the Contract Price and not in the idlcwanocs_sind.,no, demand for. additional psyni6t;cn account of6hy or the foregoing will be.- "lid, Rion to find pay appropriate Change Order will be imixi as recdmineniled by HNONFERto refIcut',actual amounts due CONTRACTOR on,acopunt. of W6rk covered by idlowinces.- and the Ccittrici Price shall, be 11.9. LIn it Price Work; I 1.9J. Wh&e the Cam DocurrefitsprOVide fttall oc part ofthe Work is io'bc Unit Price W64,4xituilly the.Contract Price will be decated to include for all ,Unit PricrWoii.;:an.smount eqital to the sum or the established -unit•prices lbr each septrately identified item of Unit Price Work times the'estimited,quantity of each item as indicated Nthe Agfecincht: The estimated quantities ofitems.af Unit Pfi;iii,Work are, 66t guaranteed and are solely fix the purpose of cornpariion ofDints aril determining an initial.Contract Price. Determirotions of the actual quantifies, arid, c1disificatibna or Unit Price Wof.k. Performed by CONTRACTOR' y M40INUR in accordance with -po'T'graph 9.10. 11.9.2. Each,unit. pric , e'%Ydl be deemed to include en arricurd consider�ad by CONTRACTOR -to be adetitutte to caer CONTRACTORs d overheaand profit for each separately idintiftect -item I, . - t 1.93, OWNER or CONT'RACTO R_ may make a Claim, fak,-an adjustment ustment I .inI the Contract Price 'in ,accordance with Article I I if. the quantity of,an9'item.pf,Umt Price. Work Jx6ormpq :by CONTRACTOR difrefs materially and sigrOicipit1y from the- estimated ii�; q Cal 1,111 quarto f stichit Mini the Agrr*�-me 26 EJCDCOMRAL CONVITION349 I(R (I}VO Edtixi). WI C3TYOiF61LT.COLLIRS MbDIFICkIONS OUTV-tfifflg))„ AM 11 ' AM: there is no .,orresliondatg adjustmentwith respect to any eqier itern of W&k; and M933- if 'CONTRACTOR btilieyes that CONTRACTOR 'is entitled to an increase in ,Conimict Price ,ass -a result of havinCiticurted �Hdditicnal, experise or OWNER' bclievei� that .,OwNlikis'entithdtow decrease inC,unuii,A,Price and. WIpartia. are unable itoj&eeM to the !uni6uiiit Of w­w'-iuchmcr'c­a'sc or decrease: 11'.9.3.4. - COiM? ACTOR; ack-nowliodmes � tha the OIVNFR W the rikht to add or delete items in the Bid or ch2fiav quantities. at. OWNERS. sale disciviuch without affecume the Contract, Price of ari}r-remaimitg .item -.so icing �t le, on5tL adJ of the,origiral total Contract Prim ARTICLE-12— . CHANGErOF�C6NMi& TWVI�. 12.1. The Contract Times fin Milestones) may drily,be :changed by,a Change Order or 6 Written Amendment: Ady, cliturti.-Co.r. an ad'iushricrit -of the Contract Times: for Milestortem) shall he Ud on wren notice delivered by thc:*y making the clihis to the.,othtir party, .and' to FNGlNH*FR promptly (hut in,,na &cfii later than thirty, of.thc c.�nt of the Plaimr With supporting upporting-data ahall'be delinred'withih silty d ays after such occurrence (urdesm ENGIMM allows �addittonal time to. ascertain mire accurate data in suppon of the. -claim) and shall �bc ac(krnpamed'by the claunam's written Statement that the aditistment clauned'is the entire adjusurient to which, the claiminf has reason to tielie`vi it is entitled its'a result -of the cii-currenue of sail event. All Usim's,for adjustment in FNGMEER in. accordance .'with paragraph5l.11 if OMWR arid CONTRACTOR 'cannot ot&r�, ise'agree, No,claim ki an adjustment _in the 'Contract Timvs'(or Nfi6tones) will be valid ifnot submitted in' accordance with the requirements of this paragraph 12. L 112: All true I im its stated in the Contmot EXxum ents are orthe -esseriEe of the Aireeinent: t 13. Where CONTRACrOR is *vemed from comolitin6Amy pirt of the Work witia the Contract Timei'(6r,Wiestores) due:to dtlay;bey"oraf & control-tif CONTRACTOR; the Contract Times (or NIflestoneg).will 6e'e¢tendedinlan amouot_e'q'uj;d'Eo tube lost due to'such deliy if , claim - is -made, therefor as p�roiiided in mgrap.h 121, Dcliiyi; beyond the d6nuol of CON7RACTOR sfiRR include. taut mot tie luniied'tc. acts r . onegl 6a by PWNFR_acp or ricii1ect of utility; owners or or acts of within the convol -of-a -Suboahtrrictor or Supplier shall be deemed -to be delays within the control of CON17RACTOR. 12.4, Where. CONTRACTOR. is prevented, from cumpletinj any part of the Work within the Coninitt Tiines (or Milestorem) due to delay beyond the control of -both 6INN M, and CONTRACTOR_ . an c,,d=-4'on of the ConirdaTirm'(bi Milestones) in an amount equal to the time lost due to such dclaysluill be CC NI-17RACTOR's sole and •cicltiaivc remody, fci such delay, .lino cvcnL'56U OWNER be habit to CONTRACTOR; airy ' - Sub6cifitmagi ' iinj,'S40ier,' arty- &1� personur-ciiiaxiiiatioit. or to any surety for.or employee or -agent of any of them, for damages arising, out of or resulting libm (i) delays caused liv nor withini the 'control of the CONTRACrORI. or (ii) dchys beyond the q control of both parties including, but not'limked to, fires, Goods. epidernim abnormal weather conditions, acts ofGod or.acis,or neglecthy utility, ownem or other con"cicrs perfirm in& other work as contemplated hy-ArticicT ' - - ,�xrlcl.h 13_T Im s uNspixtIONS; CORRECTION; RKMOVAL OR A(:CFVrANCV'0F DEFECT/ PFMORK IIL MotiqqfDefeds: Prompt notice of all defective W ' ork- of which OWNER or LNG MMU. have actiuil knowledge will be given to CON'MkCTOR- All defectAw Work may b - c rejected, corrected oracccpti asprovidodinthis Artic1c,13- A ceess to Work.,. 13.2. OWNLK LNGINEE-F, LNGINEUM Consultants; other representaitives and pe morinel of OWNER, and gov * ernmenlat agencieswith Jurisdictional interests wil I have AcCess.to the Work tit ressonable-Limes for their observation aispectin, and testing. CONTRACTOR shall prov-d ther"P and 4 Me irem saft conditions for, such, access and ! dv- of co,NtP--AC-:-r,O,R's.s'tte.-;af6ty procedures and prmams so Teas and lnspecfions 133' , CONTRACTOR shall give ENGINEER timely 110ficcoficHdinessoftheWork-for lJ'rcqtiiredihg -ti - - � a . - po; ions„ tests or approvals, and shall-coopenitc with inspection and 13A, . OWTIER "I emptoy,-andl pay for the services of an independent testing laboratory to Perform all inspections, feits, or'appruvnls required by the Contract Neurniamsexcepu 13,4.1- for inspections: om tests_ or•approva[s cov.ered by paragraph 13.5 below. 13.4.2. that ousts incurred iii dorinecti6n with tests or inspections conducted pursuant'to paragraph 13.9 Ent DC: U&\'JIRAL'C0NVITI0M 19111-8 W!99 Etfitkfi) WI CITY OF FORT COLLINS MODWICATIONS IMN-MMU) below 'shall be pnid as provided in said paragraph' 119-,and 13,4;1-as otherwise sixcifically piovided in the * as, Contract Documen 13.5:. IfLaws Re&-Ihitiuns of any,public I jurisdiction require any Work (apart theretil) .in connection therewifli, n required certificates of CON*rRACTOR sliqll also .and obtiiiiing ancl'shall'paj any• insoections, tests -or ion be incorporated in the Workor of materials ants' lesigng or equipment submitted for approval prior to CONTRACTOR.!s,pumhase thereof for incorpuration in 136, if arry WcrL (or dre.woek of oth&s);that is to be insix,cied, tested or approved is 6overcd' by CONTRACTOR wi"l written concurr cnc& of ENGINEER, ii-niust, if r6clurstod by ENGINEER be uncovered,for obscrvationi 13.7- 1,1noovering Work�as•provided in paragraph 116, he at .shall 'C:ONTRACTOR's' ons qme airless cowizAcrok has mvcn HN'GtNHER timely notice of CoNiTP,AcTOR'3 mtentj�n to cover the same and IINGUNUR has not acted with reasonable *m6triess in response to such notice: Unemering work.., I ' 3A. If any Work� is covered coqtmry to.,the wratern request of ENGINEER. it musi, if requested by ENCINEXR, be uncoveied f6r-ENGJNUFR!s observation and replaced at CONTRACTOWs e-%- nse. PC 139-'If FNGINTFFR considers it neoessary or advisable "t.covered kVork'be observed bj,' EkDJE-Ek'err irulieettd or •tested' by, others:- CONTRACTOR, at ENGINE-ER!s request, shall uncover, expose or otherwise make available [br observation, inspectidn or tesirm as ENGINEER may rNuarc, that portion. of the Work in ci6estiorL furnishing all necessary' labor; material and eqUJ . parent. If it is. found that -such Work ii 'derectme, CON'I'RACTOR "ll pay all cluans ousts, losses and damages caused by, arising out of or resulting from such uncuYering, inspc6tiun and testing and or satisfactory replacement- of reconstruction, (including, but na limited to all costs of repair or replic6trent 4- wiiik of others)' arrFOW'NER,shall'be entitled to an appropriate, decrease. in the Contrgct'Piici; " if thi *tie's are unable. to agroc:as W the amount 6ercoll may make a claim _therefor ' as provided 'in Article 11. Ifhowever. such Work is not f0a6d .to be &ktive,' ' (:ONTA(: RF.(A shall be allowed an increasc 'in 'die-Cdittract Price or an thensicin of the'Contract Times (,F Milcst6mq), of both, directly' attributable to sucfi '27 uncoverIA& epiposure,. bbwvatioit, inspectior testing: re.pQcment Rnd rLconsiructiort, 'and .. if the 'partles. are unable -,to agree as, to the amount or extent thereof. C0NTRA(_-rbR-muymi4ke a claim'therefcii'Eis provided in Aiticles I I " 12. '04rlVFB MayStl7p the Work: 13,11): if the WorVis de'fecMw� at CONTkAcroivaili to,'Supply sufficient skiff'a'cd work s or suitable materials �cqtip ment; or rads to famish or perform'the Work in such ii, way to the C-6-n"act - Docuthems. (OWNER may order CON'rRAcroR tos? the Work, or*any'portibnthcrvof. until thc�causc for ZI A— .X:_ to'stop the %yark shal I not gwe rese to any duty on the part or- OWNER to exercise' this right fitr the ;benefit of CONTRA(.`TOR or any suntyw otherparty. Co"ecrl.on or Rent-inal of Defeedve Work- 0.11, ifrequiipd.Hy.FNGINrEFR-.CONI'RALTORshell promptly; as directed; either, correct all defective WOK-i ,whether.or not fabricated, installed or oompfeted, or. _if the WA -has been s berejected by ENGINEER, remove it fimf the site and - replace it 'with,, Work that is, not. d*tive. CONk.TR.,kCI*QR shall pay all clatiTS6 costs, lme;% and dariiages caused,by"ar resulting fiom such conectiory cr removal (includirig but not, limited to all costs of rqviror replacement of work of -others); ' 13.12., Comectibn PeHod: 1'112.1- If withift ante yeaF to years'aRer the date of Substantihl Completion,or such longer.poriod of time,as may bc.pfekribed by Laws or Regulations, or by the ' terms of,afty applicable :special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be to OWNER and in accordance with OWNIMMi written' Instructions:, (j) correct such defective Work. or, if it has been rejected by OWNER', remove it fi-bm the site and replace it %Mth Work that is not *fectirve, :and'(ii) satisfactordv corrector remove and replace ruiy damage.16 othi Weakor the Work of others xvsulfifig thererrinti. If CONTRACTOR does riot, -6 ptly comply with'the prom terms of such instructions, or in an emergency where delay Would cause serious risk ofloss or damage, OWNTEIR atery hnve,the'defective Work correaed or the. rejeLlid W4L removed and reoltical, and Rll'clRiffis, costs, losses and damages caused try. or resulting from •such removal and replacement (including but not limited to all costs,of repai or replacement of'worL of 91i )VvifibepaidbyCONFI-RACTOR- al'i Ln s .pecid circumstances where.a Particular item of -equipment is pWccd in continuous scmee, 'before StibstairfiA Completion, of all the -WA the, correction ixiiod (or that item may start to run'from in earlier date, if so,provided in the Specifications or by, WritterrAmendffient. Work (and damage to other MDCUEAYULXONLATIONS 1911FR (IME(fitim), 28: VOUTYOF . FORT 01)LL1 MMODIFUCA . -n0NsX-V-1n(M) Work resulting. therefrom) has been.corrected: removed or.replaced,undeir this paragraph, 13,11 the correction peniod'hcreundcr -With respecuo such Work will be odcAded for an' additional- -period of am year two I yew- Act such correction or removal -and replaceKi ent W. been snuirt6to N completed,6, ., . !cFeplance of Difectim Work-- insteud.of iequiiurg con ection (jr2tcuroval, and of deficthv Wok- , OWNER (aT4 prior to' isreainm�datiy'n of'firral"payment. . also % r a 10 accept. it, QVVN`FRmny,do so. er ER claim& cost% losses and .T MU Play all I Mihutable to OWNERs evaluation of and b6 such acceptance occurs- pnor to. FjNGhNEFR!a recornmendation.of. fowl puyincht, o'Change Ordcr:will be issued' imorporating, the necessary revisions in, the - Contract Documents with respect, t.& the and OWNER shall be entitled to an approphate decrease in the ,, t the parties aunable to agree as to Contract [1n,cc-and. r re tile amount thereof, OWNER may make a claim th&66T as Provided in Article 11; If the.acceptance occurs after such recommendation, an approprima amount will be paid by CONtRAcToR to owNEP_ 01VIVER.-Vail Comet Detective Work;. 13.14'. If CONTRACTOR rails within reasonable time after written notice from ENGINEER to couroct &ftdh-� Work, or . to remove - e and replay rejected Work as required, byl3NGfN MMR in accordance with paragraph 13:1 1,;6r if CONT RACTOR'fails to i�cricrnctF c -Work in accordance with the CofitmeDbcuments. j'if CONTRACTOR fails o eyPlyWith any ther Pri"ic6 of the Coinct Docurtients, OWNER ' may, after seven days' written notice to CONTRACTOR, dcrrect andremedy,any.such deficiency, In =rcising-the rights and remedies under titisparagraph OWNER slil] proceed e: ­ i ' xpeclitt . ously- In .6onniLticn With such corriLtivc and remedial action, OWNER may exclude CONTRACTOR kom all'ort of the site, *t2kc rx.xzession of nil or part of the •Work.parand suspend CONTRACTOWs services , 'related thereto, take possessiori •of CONTRACTOWs toolk appliafrxs, construction equipment iptent and machinery • at the siie and mcorporate in the Work all materials and equipment stored at the site. or for which OWNER has paid CONTRACTOR but which are stored ' elsemtrere. CONTRACTOR' shall allow, OWNER,' OWNER's representattwes. agents and employees. OWNEWs.othcr contractors. and ENG IN M- and ENG]NEER7s Itonsulignts seem to the site to enable 6WNER to exercise the rights and remedies under this pamppph. All claims, costs. losses and'damages incurred or sust , ai;ied'by OWNTIM in exercising iUch rights and remedies will be charged against CONTRACTOR and a Change Order will be issued, incorporating, the necessary revisions in the Contract DocLanchm 'With respect to the Work:. and OWNER'shall be Lrditkd to an appropriate decrease in the Contract ('rice,. and;. if the part cs are unable to agrec as to the amount thereof OWNER may.make a claim therefor 'it%. provided in Article i i - So& claims, costs; losses and damages will include but not be limited to all costs of repro or replRcement of work of others destroyed or. damaged by correction removal or replacement of CONTRACTOR's de%crrtv Work. CONTRACTOR'shall not: be allowed ari extension of the Ctmuact Tubes (ci tyhlestones) because of any. delay in performance of, the Work attributable to the exercise by OWNER of OWNER's rights'and remedies hereunder. ARTICLF 14-PAYMENTS TO COhTRACTOR'AM 614pLETION Schedule of t'abies: 14.1. "rho schedule of values. established as provided in pamgraph2.9 will serve as the basis for progress payments and will' be incorporated' into a fomn of ,Application for Payment acceptable to ENGINEER. Progress payments on - account of Umt.Price Work will he basedon the number of units completed. Atplimrion for Progress Payment•, 14:2 At least twenty days before the date established for. each propfess payment. (but not more often than once a mmth), CONTRACTOR shall submit to EN0249 M, for review -an Application fair Pa menu filled'mit:and signed by, CONTRACTOR covering the Work. completed as of the date of the Application and accompanied by such supporting documettatibn as is requimd by the Contract Documens. If payment is roquested on the basis of materials and equipment not incorporated in due Work but delivered and suitably stored at the site or N another location agreed to in writing, the Application for Nymtmt shall also be accanpanied,bya bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipmem Gee and .clear of all Liens and evidence that the materials and equipment are eweied by appxopnxte prop�riy insurance and other arrungements to paottCt OWNE Vs interest therein all of which will be sattsfactory to OWNER_ The amount of rcmimge with respect to progress payments will be as stipulated in the Agreement Ara' funds that are withheld by the OWNER shall not be subiect to subaitutigm by the CONTRACTOR with securities or any arrangemrnus involving an escrow or _custodianslup. By ezeci tirig the,a', 1pp icatiori far n_eyrneiit form the. CONTRACTOR e_xyresslc'waives his rigIg to the benefits of.Colaacb Revised Statutes:.Seaion 24-91=1UI, et ka COATR4CTOR's lYununty bfTitle. 143_ CONTRACTOR" warrams.and-guarantees that title to all Work, materalls and equipment, covered by arry Application for Payment, whether incorporated In the. Patjec t or not, will pass to OWNER no later than the time. of payment fice and clear of sill Diem Review of.4pplioa4ons jar Progress Payment.` 14.4. ENGMEEj will. within ten days.alld receipt of. suede Application for Payment, either indicate' in writing a 6xDC0E1ERAL COPNtIiOrs i91"(19" S foam) W / OTY 01; FORT LULLI M V 0Ot1ICATiON5 (RLl' I/:000) recommendation of payment and present the Application to. OAWM:.or return the Application to CONTRACTOR indicating in wrdmg ENGINEER's reasons for refusing to recommend piaymant. In the louts cash CONTRACTOR. may make the necessary correctionsand resubmit the Application, Ten days titter presentation 'at " the Application for Payment lo,Ol NIM with LNGINEER's recommendation, the tmtouid recommended will (.subject to the pio'visions of the last sentence of paragaph' 14:7) become due and when due will be;piaiil'by OWNER (o CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application' for Payment Will constitute a reprisemstion by ENGINEER to OWNF,R, based' on ENG[NMR's on -site observations of this ezeeuited Work. •as an cxyeriertced trod quxlif red ilesign.professional.'end on 'HNGINEFR.'s review ntthe Application liar Payment and the accompanying data and schedules -that to ihe'best of ENOINFER's knowledge, information and bclieU 14;5'I_ the 'Work has progressed, to. ,the point indicated, 14.5:1: the quality of the Wort: is genitally in acawdatta<with the ;Contract Documents (suNect-to an evaluiition of the Weak as 'a- funetioning whole prior,to or,upon Substantial CznplAitm, to the results of any subsequent tests called for in the Contact Dowuments,,tp a final determination of quaniities and 'classificstions for Unit Price Work under paragraph 9.10, and to any other; qualificatiomistated in the recommendation), and 14.5:3, the conditions precedent to CONTR \70Rs beingentitled to such pmymem appear to leave :been fulfilled 'insofar as -it 'is ENGMER's responsibility to observe ttia.Work. Howmver, by recommending any such payment LNGIINEER will not hereby be deemed to have represented that; (i)exhaustive orcontinuous onsite ins*ctions have been made to check the quality fir the quantity gf the Work beyond the rLsp %ibdrties specificnlly assigned io LNGrNEER in the. Contmct Documents or (ii) that there ratty rat be other matters or issues between the parties that, might entitle CONTRACTOR tobepaid additionally by OWNER LT. entitle OWNER to withhold payment to CONTRACTOR [:-NGINLL_R's recommendation of any payment, including.f nal payment. shall not mean that ENGINEER is responsible for CONTRCCTOR's means, methods, techniques, sequences to procedures of construction or .the safety precautions and prorams incident, thereto, or fa my, More of.CONTRACTOR to ttunply with Laws and Regulation applicable to the furnishing or. performance of Wort, , or for any failure of CONTRACTOR to perform ur furnish Work ire accordance with the ComivaDoctaneniti 143. ENGI NFF.R may refuse to recommend the whole or any part ofany payment ill in ENGINEEWs opinion it would be incorrect to make the representations to 29 OWNER referred to iwrtiragraph'14,5. ENGMER may, also ieftjk4cirecommend Hfiy such piaymcrntor,1xcRusc of subsecjueritlyc discovered.evidence or the results of suliseituent unpections or, tests,nullify any: such payment previously *mniiended, t teill, 0 may to ., neces ry, in MjfNER:s opinion' t6, protect ,OWNER from -loss use:. 143A. &-Work is defechtie, or completed Work has mpla'cement. 14.7.2. the Contra6t Mi;c has been reduced by Written Amendment or 0*4e Order,* 14.7.3. OWNER. his been required to. correct, A,f?qrrVe Work- accohl;incc-witli_ paragraph 1314. or 14.7.41: L-4GINSER, has actual knowledge o . f thi. Cec111'rence: -of .any. of the cvc-nv; enumerated in 'Paragraphs 15.,): 1 through, I 5.2.4iriclusivio OWNER may: refuse to make paymcnt,of thefull'amount recommiZaby ENGINEER because 14.75; .c I laimi have - been made agairm OWNER on,aocouin ocount a " "' bfCANT kAcrORsperfomiftficeerr fuMishl-ng of the Work, 14.7�6, Liens have been Filed in ccinnectibn with the Work; accept where CONTRAcrok has'dalivered a,, *6ific Bbrid satidactoiy t6 OWNER io,sccurp the satisfaction and discharge of such Liens-, 1.4.73, there are other items entitling OWNER tPa sct- 14.7.8: OWNER has actual kabivIedge. of- the occurrence of Anx' of the everits emi-intizued in parrigniphs14.7.1 dirough IM3 or, paragraphs151:1 -thfixigh,15 2-'4 inehisi'i: but OWNER.must give CONMACWR immediate written notice (with a copy tci� ENGINEER) statihg• the masons for such action and promptly pay CONTRACTOR .the afficituit so withheld_, or any adjustment thereto agreed 6 -by' OWNER ' and CONTRACTOR when CONTRACTOR . corrects to OWNERs satisfaction th . e reasons for such action 14,.8. When 'CONTR.ACTOR,considers the entire Work ready f6r its, intended user CONTRACTOR shall' notify OWNER and ENGINEER in writing7ftat the crude Work is substantially complete (except for items specifically fisted.by CONTRACTOR as inuariplute) and request 'that ENGINEER issue a certifkate of Subcstiouial Completioin; Within :a reasonable time thereafter. OWNER CONTRACTOR and ENGINEER shall make an insfiection .or the Work ffi'determinc the -status of -completion. If ENGINEER: does not consider. the Work substantially cuRpletc. ENGRvEEP will: notify CONTRACTOR in writing giving the reasons therefor, if DJGI14EER 30 K&WOENUMCONDITION'S 011" (1990 Edtimi WCITYOF FORT ODLLI M MODIFICA71ONS (1WV M - 000) considers the Work substantially complete- ENQJNM;R 'AH prepare aiid deliver lo*C ' AVRER,n tentiative. certificate of Substantial Completion which shall, rw 11w date of Siibs;ianxi4I:Complet,on,. Their "H be attached to -the - certificate.al tcintativc list of items. 'to be completed or 6oirielidbelbie 1inn-1J erL OWNRR.shtlt ha ve sever ,days after receipt of etrntfiivecertificate i during which to ' make written objection to. ENGINEER, as, to, any provisions, of 4he 'certificate or :attached list, If, after. atrkleru-isucli ot4ccti6rui: ENGINEER concludes that the Work is not,substantiiilly opinlilete, ENGINEE-R. will withu _fc'uir'tcca clays '111 _.suGis's'ion of *the� tentative ys,u ter certificrar to OWNER notify CONTRACTOR in writing, stating the, reasons theref6r. It after consideration. of OWNERS objections, FMIUNEER, crinsiders the Work- sulistantiiilly witioletc, BNCjrNFFP Wl within _said r6.ui= days exectitc, and deliver, to. OWNER: iiiij CONTRACTOR a definitive certificate 6f'S4hsumtiM Completion (with:a revised tentative fist of items to be 6ompleted orlc&r=4 pcflciitingsu,ch changes front the tentative ecrtificite is ENGINEER believes justified alter consideration of any cifjecti6rs tromi OWNER. At,thi time:'of delivery of the tentative ccr ficatc of Substantla_l, C6mp!eti6n,EMGMFR will deliver to OWNER mid CONMACTOR.a written recommendationwi to division of rcsponsibilib'es 'pdrdi'n`g final payment between, OWNFR1*an_d:CbNTRAc,rOR with respect'jo security, operadqn, safety, mairacnancc, lieak utilities Vim o-therwise in iting prior to ENI rate of Suhis in will be,bin cal rakrtnt 1 4,9, OWN`* shall have the right to exclude CONTRACTOR Win the- W"- after the dito - of Sut6tantial Completiom,_ but OWNER'shall. allow w� CONTR-ACTOR reasonable ato complete ar concert items on the tentative lik. Pw1it4viii-Adon: 14.10, Use by OWNER rit OWNER'S: option of any .sukantially,completed pan of the Wok, !which' (i) has 'it' ,p�c_ icaltv been identified in the Contract Doctitifitfnii or Qi) OWNM,k__ ENGYNEM. and CONTRACTOR agree oxist ' itutes a separately functioning and,usable part of the. �V6Fk-, that can be used' by, OWNM for 'itsintaxl6il purpose without 'Jigl-Alcwt . interference . witli 'CONTRACTOR's performance of die reniiindEr ofAhe work;- may be, accomplished prior to Substantial Comple6im of all the Work-rsubject to the rbljPw1M* 14.101 OWNER -at .anytime may, -request 614T�dOR in writing to permit OW]INTER. to use any such,* of the Work iYhich OWINER!believes L6 be ready for its intended use and substantially 00111 1 let&, lfCONTRAC 'OR th t ch Fort of the C, is s.ubsLntially,cumpl'ctco='LL CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is siubstantially completer and roque st .ENGINEER to issue H" certificate of Substantial Completion for that pan of the wrii-L.