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BID - 7289 FOSSIL CREEK TRAIL AT STANTON CREEK
City of Fort Collins Purchasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7289: Fossil Creek Trail at Stanton Creek OPENING DATE: 3:00 PM (Our Clock) October 13, 2011 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 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — General Clarifications Exhibit 2 — Revised Bid Schedule Exhibit 3 — Revised Definition of Bid Items Exhibit 4 — New & Revised Plan Sheets Please contact John Stephen, CPPO, LEED AP, Senior Buyer, Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Page 1 of 13 FOSSIL CREEK TRAIL AT STANTON CREEK LOCATED IN THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SEPTEMBER 2011. ABBREVIATION LIST AD L.1 FK .cc 1IDERRA....NT Re YGurtLR wV R FOINTOFCUI NIN PpcFOINTOTwcvena[CURVATME N,PT POIJJTO�INTIR�ON ED [vmxDRAIN NcaeTe FNE ES EMIEwcENCY nnLLWAY M.aR arnON IUANUN. IRA To ITTAND. STOR.DRAINNANNOUX OATEVALVDo [n ITY NOATnN ORRnrµ POINT oe cUlTvenwEpOIT wn9.wiaN uaANANr Kp, E MILD' R tp� NU $m CREEEKK P.Uu.D. NASSAU RAY G LENAT AT£ ESTATES o b M SITES A i a 2� �o VICINITY MAP ecwL[:NTS BENCHMARK: CITY OF FORT COLLINS BENCHMARK NUMBER &96. ELEVATION - 4948.46 DESCRIPTION: NORTH SIDE OF CARPENTER ROAD (COUNTY ROAD 321 APPROXIMATELY 200 FEET FAST OF SOUTH LEMAY AVE ON THE WEST END OF A CONCRETEHEADWALL CITY OF FORT COLLINS BENCH MARK NUMBER ) 96. ELEVATION w 4959.34 DESCRIPTION'. ONTHE. SOUTHWEST CORNER OF SOU TH LEMAY AND PROVINCE DRIV E.ON THE NORTHWEST CORNER OF A STORM INLET. DATUM - NOVO 1929 UNADJUSTED NDEX OF SHEETS. DCBCKITON OF SHeCIB.............................. COvaw]xart.............................. OVGVI. MAF.............................. TwuL PLAN I Fwonll..__ a ........................ Bwluaa Pux O PRO1.....�...........�........... TwL....EC ............................... Ewouox CONIaa.P.............................. Cox voTI....AT. .III.............................. OIIOOe Fou.—Tlax Fux RIFT OWNER / CONSTRUCTION S PERAow. PARK ��Dcvnn.xeNT 216M...S-. FORT C.—.w COIu .60624 PIT 970, 22 1 .6367 COxiwci: CRwlc K19uxc CALL I.AUTT N KfKAROK CCNITA P, C0... IQml N 811 AI NNAT BID SET NOT FOR CONSTRUCTION • 5-2 I .", ASU bnlion/'ur FOSSIL CREEK TRAIL AT STANTON CREEK COVER SHEET o.v 09/01/I1 r 1 N/A Py".'T respbrtsibility set ffirth, in this paragraph 9,13'shall also apply to UNGTNFER's CansultHnM. Resident Project Repmscrastive and assistants,. ARTICLE 10—C-HANGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to "any 'surety, OVfVM may„ at:nny time'ar from time t6itimm_ Cwderaddiiions"dcktioia or uvisiii:iro; In, the Work. Such additioris, deletions or revisions will, be authorized by a Written Amendment. a Change Order, or a - Work Change Vire6tivr_' Upon receipt of any such document, CONTRACTOR "I promptly proceed with thi Work involved-which'will. performed under the applicable conditions of, the contract Documents (except as otherwise specifically. provided): 10.2: If OWNER and CONTRACTOR are unable to agree as to the.wderat, if any, of an adjustment in, the Contract Price oran adjusuncit.of the contract Times should be ' allowed as a result of a Work. Chanie Directivi, wckim may he made therefor as provided in Article 11 or Article 12, 103, CONTrRACTOR'shallncftbeen6dedtobnihcraLge in -the Contract Price or apex cnuiin of the Contract Times with iespect omany Work performid that is not rN'Wircd by the contract Documents as amended, modified and .wpplcfn %ffoided in paragraphs 3:5 and 3,6; inkept in the emergency as provided in paragm0h6.23 or in this case of uncovering Work as. provided in to rngraph 13.9. 10.4. OWNER and CONTRACTOR shall; vwwte appropriate Chattge,0rders-recommended by LNIGENrEER. (ur kyritten Amendments) covering; .. 10AI, changes in the Work which are (i) ordered by bmNER. p67 'tain.t. to paragraph 10. 1'. (d) req uired becausc�.of accepitam of defeefive Work under parigmph*13.13 or correcting defective. Work under- parnjmpfijl lkor (Q ijnQ to by the parties-. 10.4.2. changes In did Contract price or Contract Times which are agreed to bytheparfitz-,,mid 10.4*3: changes in the Confract Price or Contract Tins'es which embody the substance or. any written ,decision tendered by ENGINEER' pursuant[ to paragraph 9.1 It, provided that. 6 *lieu of executing any.such ChangeOrder, 211 appeil. maybe token from any subh deciskin, in accordance with the provisions of,the Cuntract Docaments and applicable Laws and Regulations, but during any such appeal. CONTRAcrok,sha Wrry on tH6 Work and adhere to thi' *progress schedule as Provided in 'parA-ml, '10.5. If notice.of any change affectingthe gencn&sbope of the Woirk-.or'thd ftnivisions.of the Contract Documents EXWOENUCAL,C01401TIOM 1910-8 (1990Eciiiai) W1 C11Y OFFORT COLLIN'S Moriufiir_ATiom (Rry w2oo0) (including, but.not iiinited to.,contract Price orconanct: Times) is required by the provisions ofany, Bond• to be t the;givig. of any'such notice will be 91VWT%�CSTU02; re-sponsibility;-arid the amount of each co applicable Bond will be wdjusiid a6ccirdingly, AR,ric . t,E ti—CHANGE OF e(*rwkcT PRICE 11.1. The Contract Price constitutes the total compensation (subject to auLhurimd'adjustments) payable, to CONTRACTOR for performing the W6rk_ All Zhities, responsibilities and abligationii:assignid to or undertaken by CONTRACI'QR shall be &CONTkACTORsexpcnse without change in the"Cardract Price. 11:2. The Contract Price may orilY'bc changO by a Change Order or by -a .Written Amendment- 0\113' claim For in adjustment in the Contract Price ftli be based. on written notice delivered by,dic. party,mikirt the claim i6 thd Either party sand.to ENODIEER promptly Nt'in,no event later than thirty, days) after the start U' the occurrence or cvcnf giving rise to the clainfand sixitirig the general nature of,the claim, Notice of die amount of,the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event NnIess time for clamanvwsubmit additionalormore accurate data in support of the clrkimj and shall be noLampairried by claimant's written statement that the adjustment daimd.covers all krtoivn amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Coact Price slfall be-detZri6ined by, UiGMER'ih goccidance with paragrnphU'l if OWNER and CONFTRACT OR cannot LCerw* ugtoc -on the amoun I involved- No claim far an Hdjusitrinerit in the Contzact Price will be valid if not submitted in accordancewith this 1.1.3. The value of. any Work, i3overtd,by a Change Order or of any claim for an4djustrachi in the. Contract Price will be Jctiii-mined-as f6UL;%vs-, where the, Work involved'is covered by unit pnees orintairird. in the Contract l3ocumerds, by application of such unit prices to the quantities of the items: Involved (subject' to the pmisions. of 23 pamgra* 11:% 1 through 11,93: inclusive): 11.3.2, wheic the Work involved is not covered -by Unit prices contained in the Contract Documents, by H muivaN aired payment basis, icliding lump sum (which may include in. allowance f6i overhead and proBt not - necessarily in accordance with Paragraph 11.6.2); - 11.13. where the Work involved is not covered by unit prices contained in the. Contract Documents and. - ' agreement to a lump sum is not 'reached under rgtigraph 11.3.2. on the basis of the Cost of the Work. enminedraS provided in paragraphs 1.1.4 and 11,55 plus ti CONTRACfOR's fe - e for overhead- and profit(determinod'aspiovidediii Paragraph 11,6), Cost of die lvork-. 11.4. The term C(= of the Work means the sum of. all costs necessarily incurnid aftil paid by. CONTRACTOR in the proper perforniance-of the Work, Rxcept as othefw . me may be agreed to in writing by OWN&R,-sih costs shall' be in amounts no higher than them pmailing in the It lity of- the Project. shall include only the folkiwing .items and sMU not ihclij& any of the costs iterrimd in paragraph I I 11.4.1_Payroll costs for employees in the direct. employ of.(X);NTPAc-l'C)R in the p-r6miance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include withm - limitation supeHntcndcnts, foremen and other perwrmel employed' full;dmc•,nt the site. Payroll costs for employees not employed fu[14ime on the W6rk shall' be apportioned on the basis of diciftiffic-sl . xnt an the- Wo& Payr:OU costs shall irtcluda;buunot be limited to, salaries and Wages plus the cog of litrige beriefits whiih shall include social security contributions,. unemplo}imdnt. Cccise and payroll taxe workws'" cum`pc insat - iiio'health and-retirerhent bmefitsz-bomises;. SiCIF 'e, 'ffldatje,j6jW hOlIt* ! pey applicable thereto. The expenses of performing Work after regular workinj-hours. on Saturday; Sunday or legal holidays. shall'be �'- luded in the above to the waent authorind byOWNER. 11.4.2. Cost of all materials and oguiprntrd furnished and incorporated in the Work including costs, of tram , , - Tid spormnon's storage thcieti(, and Suppliers field services - required 'A in connection therewith All eash discounts Mll. Hmrue to CONTPLACTOR =11c;s OWNER deposits funds With CONTRACTOR With which to make payiiients, in which case the cash - discounts shall am -rut to OWNER All trade discounts rebates and refunds and returns from- sale of surplus materials And r 'tipment 'shall accrue to OWNER --and CONTRALTOR shall make provision so that theymay be'obtfiincd_ 11.43.Paymenm made by CONTRACTOR to the Subcontractors for Work performed or Ninished by Subom;rmcitim rf required by -OWINFR, 5X.DCGFNUW,MILT nON3 19043(JOU Editiml Wf CITY OFFORT COLLIMMOD"IfiCktIONS (R.hV42000) CONTRACTOR obtain competitive bids from SubLoniractors acciptable to O%IIW M' and CONTRACTOR and shall' deliver such bids to OWNER Nyho Will then determine, with the advice of ENGINEER which bids if any, will be tioctpied. If anystib-Zontract �.rovides that, the -Subcontractor is to bepaW on the basis of Coit of"the Work plus a (m, the Subcontractoes,Cobt of the Work and fee -shall be determined in thosame manner as COINTPACTOP's Cost of the Work mid fee as pAwided in paragrap hs 114 115 11.6 mid 117 All subcontracts' shall th�'O't . her PMVIS ibm of . - the Contract Doe-went's insofar as applicable. 114A Castes lofspecial cormitants, (including but "not limited to engineers, architects, tasting laboratories, surveyors.. urveyors, aitorneys ardlammidents) employed for services specifically related to •the. 11.45. Supplemer"I costs ihutuding die following: 11 1415A The proportion of necessary transportation, tmvil aid rid subsistence exzpenses of CX)NTRA�CTOIVa •dmpinyccs incurred " in discharge of dudesconneced With the Wrirk. .11.4-12. Cost.- including transportation and mairitefiance, of all, materials, supplies. equipment, machinery,. appliances, 6fifice and temporary facilities at, the site and hand tools not owned,by the workers. Which are consumed'in the performance of the %V&k, Which, cm less. market valueof m* items used but..not e.onsumed which remain the properly of CONTRACrOR. 11.4.5.3; RemMs or all construction .Cqyiprlcnt and machinery nrrJ thepiris thereof whether rented front C01,1TRACTOR or others in a&ordancii wifli icrital agrmments approved by OWNER' With the advice of ENIOMER. and.the installati6n,-dismantling and reanoval,thereof—all' in accordance with t Mns: of' mid rental agreements.. The rentril of arry,such equipment• machincry or parti-shalltense "when the use thereof is no longer necessary f& the Work; IIASA Sales, consumer, use of similar twics rehted ' to 'the Work, ands 16r which CONTRACTOR- is liable, iffipbsed by Laws and 'Re-gulwtions, 11.4.5-5. Deposits lost for causes other than W cence of CONTRACTOR aftv, Storm, or anyone I It directly- or indirectlyemployed by- any - of them or Or Wtx& ucts- any of them may be liablc: and royalty payments and fws'fdr permits and licenses. 11.4.5.6. Losses and danuiges (arid rdstcd 64wriscs) caused, bj• damage to the Work not compensated by insurarocc ur•oftrwiw, sustained by COMAC-TOR in" oorinacrisfil with the performance and ftirriishing of theMork (except lams anddamages within the deduciibic,rimounts of- property k%uuncc established by OWNER in acconlance with pdmiraph'5511 proviLkd they have resulted' from causes other than the ne i, of CONTRACTOR; arty* SuVcc=ctor, or anyorie, diruily or indirectly employed b�ainy of them or for whose acts a- of them may hank. Such losses shall' incM settler6cras made with the -*written consent iind approval of OWNER No.smh losses. dricangear .arid incpenses shall be inclucQ'im' thi CLst of the Work for the of determining CONITPACTOR!s tomweyer..aq such loss or datriage requires re_ constructim ' and .CONTRACTOR is placed in charge thcFcof, CONTRACTOR shaff be pai& for services a fee propoirtionarr to that stated in paragraph 11,6.2. 11.4,5.7- The cost of utilities, fuel and sanitary .facilities at thesitc. 11.4.5.8. Minor expenses such as telegrams, Iring distance telephone calL% telephone service at the'sitc; ' exprcasage and similar pctty�caRh items in connectiomwith the Wo.rk. I i A.51.9. Cost of picmiums trirliddifiaml Bonds and insurance iequired bec-ause of orainges in the. Work ,11.5. The, term qost of the Wc&shall not include apy.of the follow ing: 11.5J, Payroll costs and other compensation, - of CONTRACTOR'Sofficer& executives, principals(of partnership and sole pniprieloiships); gencrulmamgdis, engineers, architects, estini_aIors, attorneys, naltor& accountants. purchasmig- and contracting AgenK c,*cdifcrs, timekeepers, clerks and oth& personnel employed by CONITRACTOR,wheth& at the site or in CONTRA&OR!s princiixil or a branch office for 9 . cricral administration of the Work and not specifically -d in the agreed' upon inciddi: schedule, of job classifications. referred -to, in paragraphl'Al or specifically covered by pimigraph] which Are tobe jonsideied admuusvauve volts covered by the 11.5,2. Expenses of CONTRACTOR's principal and branch offices othei than CONTRikCTOIZ's offline at the site, 11.5.3. Any part of CONTRACTOR's capital, e,qmnsm including interest on CONTRACTORS, capital _employed for. the Work and charges against CONTRACTOR for deii4cril payments. 14.5.4. Cost of pitaii1mrs Car idl, Bonds. and fix alli insurance whether or not CONTRACTOR iii required - by the Contract Documents to ptirchase arid maintain the same (c:xccV.fi0'r the cost or premiums covered by subparagraph 11.4.5:9 above). W/ CITY OFFORT COLLINS MODIFICATIONS JRHV -112000) I C4U due to -the- negligence of CONTRACTOR,, any SuhciJntrsdr, or anyone directly or indirectly. employed by any of them, or for whose acts; any of them may be liable, including but not limited to the correction of zkfecti%4 Va& disposal of materials or equipment wirrin& supplied and ma" gddd'gny damage to'proPery 11.5.6. Other overhead' m general expense costs of a_n_ykud and the costs ofany item (nol specifically and eepreFdy included in paimCruph 11.4. 1 VA The, MNTPLACTOki fee allowed - to CONTRACTOR 'fvi overhead &W profit shall be deterrmheii as.ra.1lows; 11.6.1, a mutually acceptible fixed fee. or 11.622: if 6 fLecdtfec is n6t.agreed upon, thence fee hased on tfic, following percentages ercentages of the. nn'crus portions of the Cost of the'lVark: I L6.21 for Costs incurred under PamgnfiVe 11 Al and the .()N17RACT0R-'S Feeshall,he GfIcen pcmnt;. 11.6.2,2. for costs, incurred under paragraph 11.4.3, the CONTRACTOR' fee shall be five percenr, 11.6-231 where on& or more tiers of subcontracts sib on the hisivof Cost of the Work phis a fee arid no fixed fet is agreed, upon, the intent of,paraMphs. 111411, IIA:2, 11:43,and 11,62 is that the SubcomniLivir who, actually performs or furnishes the Work, at whativer der, mrill be paid a Fec.of fifteen percent of the cmibi incurred by such Subcontractor strider pragraphs 11.4.1 and HAT and that tiny higher tier Stlib.contmetor and CONTRACTOR will each be, 11.6.2Arid fee sh ' all be payable on the basis of.cosis itemized under pariagmphs 11.4.4, 11-4.5- and I 1.3, 116.11: the amount of credit to be allowid by CONTRACTOR to OWNER for arry,diange ,which results'in a net decrease invest sill be the amount of the actual net decrease in COA plus a deduction in CONTRACTOR'S fee by an amoL - mt cqVql to five percent of such:ricidicrease; and IAI& when both addiiions.a6d credits are involved m any, one qhan8c, the adjustincta in CONTRACTOR& fee-shall'be computed bri'the basis Of the net change' in accordance .with paragraphs 11.6.11 throtigh 11.6.2.5, incluSlive. 11 J. Whenever the cost. of any Worl: is to he 25 'deter pursuant to paiagraphs'11A and 11,5: CONTRACTOR will establish" and maintain records thereof in acw_ rdance ti•ith generally aecepted-accounling practices and submit in form accxptabieto MMGINEGR an itanized cast breakdown together with supponing data Cash Allowances: 11.S. -It is undersloed thatCONTR:CTORhas included in the Contract Price rill adowunccsso riamcd in the- Contmct Documedts and shall cause the Work so coveted - _ -.. untie furnished arut performed' Cor such sums as may tie acceprabletoOWNER arid ENGINEER CONTRACTOR agn its that:. 11,8:1, the allowances include the cost, .to CONf_RA,MjR (kstm. aapplicable trade discounts) of•materiah acid equipment ioqured by the allowances to' be delivered at the site, and all applicable taxes; and 1IM2. CONTRACTOR's costs for unloading and Handling onthe sitq lahor,�irtaaliatiort.costa, cverlitad; profit and other eN•penses contemplated for the alowances-Have been included in the Contract Price and not �in 'the- ailownncu. and nodemand for additional poyment�dn account ofany of the foregoing will- be valid. Prior to'fmal payment• an appropriate Change Order will be issued as recommended by ENGINF'FR to reflect.acttwl amounts dnie CONTRACTOR' on account of )Vork covered by :tllowanees and the Contract Price shall lie correspondingly adjusted. 11.9. Unit Price Rork 11.9.1. Where the Contract Documents probide thatall' or pan. ofthe Work is to.be Unit Price Work, initially the _Contract Price twill be ;deemed, to include lor:all, UnitPrice- Work, an amount equal to the sum, of the esmblii; ed unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement The estimated quantities of ilcros•of Unit Prim: Work arc. not guaranteed and, are solely,for the purpose of comparison of Bids and determining an initial Cit tract Price. Determinations of the actual quantities and classifications of Unit Price Work performed. * by CONTRACTOR will be 'made' by ENGINEER in accordance. with paragraph 9:107, 11.92. Each unit price will be deemed to include an amaum'considered by CONTRACTOR to bo.adequate. to cover CONTRACTORS overhead mitt profit fbr each separately identified itern. 11:9.3.MVNER or CON'TRACCOR may make a claim for an adjustment in thr 'Cadract Price -,in accordance with Article I 1 its, 11:9.3.1. the -quantity of any item of Unit Price Work perfornodh)' CONTRACTOR ,differs materially and -significantly from the estimated quantity of such item indicated in the _Agreement; FirCDCc$F MALcONMItoxs t�cgs nova eJitim�: 26 w/aTY OF FORT MUJM MOI)1FICIMONS rRGt'4e2000Y and '11 .1-1 there is nri corresponding adjustienent with ,respectto any other item of Work; and U 9.3.3, if CONTRACTOR believes. that 'CONTRACTOR is entitled to .an: increase in Contract. Price as a result of, havii.4= inctured additional e_xptaise a. OVVNTLR' beheves that OWNER is entitled to a docrease in Contract Price and the parties are ;ratable. to agree as to, the amount of ary arch increase or deaease. 11.9:3.4: CONTRACTOR acknowledizs• that ,the OWNER has the riehtto add or delete items in the Bid -or change quantities at OWNERS• sole discretion without elTcetine the Contract: Price of .am remavang item so .long. as: the -deletion or .additimn dots not eicaed twenty-five =cent of the original total Contract Price ARTICLE 12—CHAINGE OF COcINTRACT'TMES 12.1. The Contract T'iines (or Milestones) may only be changed by a Change Order or a Written Amridmcm. rurf claim for an adjustment of the Contract Times (or Mi estoncs) shall be based on written notice delivered by the party making the claim to the. other patty and, to ENGINEER. promptly (but in noevent later than thirty days) after the occutrence of the cvcr t giving rise to the claim acid stating the general nature of the claim- Notice of extentshal of the claim with supporting data l be delivered within sNty days after such occurrence (unless FN'GINEER allows additional time. to ascertain more accurate data in iupport of the. claim) and shall be accompanied b'y the claanant's.written statement that the adjustment clatmc i is the entire adjustment to which the claimant Has ic6oh.to Heli64 it is erditled its n •iesult of the occurrence of said cv6u. All claims for adjustment in the Cordraa Times (or Milestones) shall be determined by ENGU-IF,'F.R in necordance'with, pamgmph9.11 it' OIWi GR and CONTRACTOR cannot otheiwise agree, No claim for an Austment in .the Contract Times (or Nfilestones) will be valid if not submitted in accordance wi.th the requirements ofthns paragraph 12.1. IZ2. : AJI time limiis stated"in the Contract Documents are of the merice of the Agra. a cnt. 12:3, Where CONTRACTOR is prevented fnmt completing any part of. the Work within the Contract Times_(or Milestones) due to delay beyond the cantiol of CONTRACTOR; th i Contreti•Times (or Milestones) will be extended an an amount equal Flo time lost due tosuch delay if a claim is made .therefor as provided in pur impph 12.1, _ Octsys beyond the. control of COhCTRACTOR-shall inelule,'Hut not be limited to., acts: or neglect by OWNER; acts or -neglect of utility owners -or other contractors performing other work as contemplated' by Article 7_ Cores, floods epidemics, abnormal weather conditions or acts. of G td, pelayi attributable to and within the control of a Subcontractor of Supplier shall be deemed to hi delays within the control ofCONTRACTOR 12.4'. Where CONTRACTOR is prevented from cofnpActing any pan of the Work within the Contract Timd (6a Milestones) due to delay beyond the control�of,both OWNER and CONTRACTOR an c:dension of the Contract Tunes (or Milestones) in am amound equal to. the time lost due to such May shall be CONITRACTOR!s sole d exclusive remedy far delay. In no eventeventshalf an OWNER, be liable to CONTRACTOR, anv*Sy§cMpmqqr,. any Supplier, -airy 'other 'person or agan.Listion or to any surety for or employee _or. agent of any of them, for damages arising out of or resulting from () delays caused (Z or within the c(introl 'of the cON'rRAc-roR_ or delays beyond the control of bbth Parties including, but not limited to, fircs: floaK6 cpdomics. abriurmail. weather conditions,,acts .of Gad cracts-or neglect by utility 8imers or other contractors perform mg 9ther work ass-contempillted by Article7- ARTICLE i-L-nsm ,LND inpwrion;, CORRECTION, RRVIOVAL OR ACCEPTANCE OV OPFECTIVEWORIC 11t Notice qfDeteti3: Prompt notice of all defective Work of which OWNER or ONGINEFft. havc,s6=56 k&%vlcdge will bc'given'to CONTRACTOR. All del4rive Work may be rejected:. corrected of accepted as provided in this Article 13, Access ta,Wonk.- 13;2: OWN I E , P_ ENGINMR,,'ENGlNMs Consultaras; oral inte&,As will have access to the Work at mes for their observation inspectinaz and 4TRACTOR ftH provide them proper arid ns for such access and advise them of DR!s.site safety procedures and brcgrams so Comply Clicrovithaiiapplicable. Tes6iznd1n*Yctiwns.-. 13:3,' CONTRACTOR shall give ENGINEER timely z notice of readiness of the Work for all required inspections, tests or approvals; and shall ociolicralciAith inspection and testing p5r.;onneL to faqilitate required inspections or tests. 13.4. .OWNER shall employ and pay for. the,servi6es of an.independent 'testing 'laboratory to perfbint, all ins*tiojs. t e VA, or Approvals - required by Ifie Contract Documents except' - DAL for inspectiorm tests or:approvals,ccivered- by., paragraph 13.5 below; 13.4.1, that costs incurred in connection withtesti -or inspections conducted pursuant to paragraph 139 61CWQ6Nh",C0NDrnov3_i9v4 om Eatiuij wiciTy oFFORT COLIAM M0D11qCA-n0NS(REV .1f200y) below shAll -be, paid as piovided in said Penigraph 13 9-, and 13.4.3. as 'otherwise specifically provided in the Coiuiact Documents. 13.5. -If Laws or Regu"ns of am public body having jurisdiction requite any Work (or part thereof) specifically to be inspected,. tested or approved,by an employee or other rqrrcscrdativc of `such public body. CONTRACTOR shall assume full rasTionsibility- fir arranging mid in" ';d�fi inipet. obtain' 9, . -66iis.:66 6r approvals, Pay all'costs in connection therewith and furnish FNG[NEER the required certificates of in spection, or.approval, CONTRACTOR - shall also be responsible f ' or arranging and obtaining and %hall pay hit costs in any inspections tests or approvals required far'OWNERs and ENGINEER'S 0 of materials or equipment to - or of materials. min "gris, rk cd Prior to the 7 'or ro 3' in W 2 su�� i �In 8 I in Co� c7VRPCTOR,, p _ chase thereafaEpe ivcurpbrationda the Work: 113.6, If any Work (or the work of others) that is to be inspected, tested -or approved it coveredi by CONTRACTOR without 'written concurrence. of ENCTINFM- it'must, if.requatid by ENGINEER- be uncovered for observation; 13.7, Uncovering,Work as Provided in paragraph 13.i6 shall 156 at CONTRAcrows, expense unless awrRACTOR W given FNGINFFR timely notice of CONTRACTOR'S intention -to cover' Ahe 'same and UNCIsINHER has PoL acted with reasonable promptness in response to suchnotice, rJacin-vink Mark; 11;B If any Work is covered contraryto,thel written request of tNOINFER. 4 must, if requested by INGINEM be uncovered forEMMER's observation and replaced atCONTRACTOTUs tmpense. 13,9, If F14GINFER considers it necessary or advisable that -covered Work be observed by ENGINEM, orir4ected. or tested by; others, CONTRACTOR; at LNLGR,T-X,R!s request. Mall uncover, exPOW or otherwise make available for, observation, inspection or testing as, LNG24EM may require, that portion of the Work in question filmishing all necessary labor, material rind eqiripfficra, If it is found thit sudi Work is Lgfecdv4. CONTRACTOR shall pay all claims,,vests, lossesiand damages caused -by, arising out of or resulting from such uncovermp, exposure, observation mspectionand testing and of satisfactory �replacement or, reconstruction. (including but. not limited to all cum of repair or replacement of Work of othcrs);,and: OWNT-R , "ll be entitled to an appropriate decrease in the Contract Price, anal if the piutics-are,unablc to agree.as to tho.amount thereof may make a claim therefor as providid'in .Article 11. If, :however, such W&L is not. found to be. defective; CONTRACTIOR s611 be allowed anincreasein the Contract Picc or an extension of the Contract Times (or lvlilcs6wsj, or both, directly attributable to .;uch 27 uncovering, exposure, ob:svati m inspection. testing; repliieement and recontstnrcubn; and, if the parties .are unable to agree as to the amount,'or eM at thereof, CONTRACTOR may make'.a claim therefor as provided in Articles I f and 12: 0WNER bfay Stop the ti..ork: 13:I6: If the Work is defective, or CONTRA('T R,Wds io supplysufficient skilled workers or suitable materials or way that uie completou %vem-wut ccraotm to the t:onaacr Documents, OWNER `may order CONTRAC•TOR,m stop the We&- or any portion thereof until, the cause for such order has been eliminated;.hmvever, this right of OWNER to stop the Workshall not give rise to an} duty on the pail of OWNER to exemisc this tight for the bertefit of CONTRACTOR of arty -sway orother patty. Correction or Rnmoml of nefecdve Work, 13:1,1. if required lrii F: NGW-M CON•CR.ACTOR shall: promptly, as directed, either correct all defective Work, whether or not fsbrimted, installed or completed, or, if the. Work has been rejected by ENGINEER, remove it Eom the site and replace it with Work that is not defective. CONTRACTOR shall ,pay all claims, costs Irises and damages mused' by or •resulting from such correction or rernoyal.(ira ludo but not limited to all costs of repair or replacement of work oraxtters); 13:12.Correction Period•. 13.12:1.1f within ere year tw vcars.atter the date of Substantial Completion or such longer period of time as may be prescribed by I,auS or' Regulations or by the terms ofany.apphcable special, guarantee requiNed try the Contract Documents or'by arty specific provision of the Contract. Documents. any Work is found' to tie deftcth'e, CONTRACTOR.slall prontpulyi without 'cost to OWNER anal in- acco i_ with OWNER'S written instructions: (i) carreet such dejecfiveWork err, if it has been rejected by OWNER remove it from the site and replace it with' Work that_ is not defective; and (ii) .satisfactorily corrector remove and replace tmydamage to other WoiL or the tvnrk of others. resultirtg.therefrtim. If CONTRACTOR does not promptly comply with the terms of Stich inutructioris,.or at an'emargency where delay would 'am, serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Weak removed and replacced and all claims, ousts, lasses and' dame-ges caused liy or resulting from such removal' and replacement (including but not limited to all costs of repair or replacement of worker others) will be paid by CONTRACTOR 13,12.2:fn spacial circumstances where a particular item of �equipmem .is plsced in, continuous' service before Substantial Completicifi of all the Work the cuirzction,period for that item may Stan to mein five an earlier date if so provided in the S00(icalions'or by Written Am endment. 13,123-Where de/gcrfve•Work (arid damage -to other �Q EicDcosNFRALcomynom 1wip-s ti_4gv Ea w), sum CITY Olt FORT COLLI. S M 0001CA'R0NJ (M 42alq)' Work resulting therefrom) has been corrected; removed or replaced un derthis paragraph' 13,I2i the correction period hereunder with respect to such'Work will lie oacnded for an Additional period of two, years alter such, carwtion or removal and replacement has (veen.satisfacwrily completed .4ecipian'ee of Defective Work: 13.13. If, imtcad of requiring correction or removal and replacement of 4yective Work, OWNER ,(and, prior to ENGINEER's recommendation of final payment, also, ENGINEER),tiers to accept it, OWNER may do So. CONTRACTOR shall. pay all claims, costs, posses and damages atin'humhlp to OIVNE:R's evaluation of and determination to -accept such defective Work (such costs to. be approved by ENGINEER as torreasumblcncis). if any such acceptance occurs. ,prior to ENCrINF'ER's recommendation of final paymeta, a,Change Order Will be issued incorporating the necessary revisions in the Contract Documents with respect` to the Work; and OWNER shall be entitled to an appropriate decrease in the Coilrxi Price, and if the parties are unable to agree as to the amour thereof,OWNER may make a claim therefor tier provided in Article 11. If the acceptance occurs alter' such;rccommendationt an appropriate amount will be paid by CONTRACTOR to OWNER. OWNER Mkt, Correct Defective Work: 13.14. 1fCON'rRA(7fOR failswithin e.reasonable time after written ncmcc from h"NGINh'h'.R to correet,def ctive, Werk.or to remove and replace rejwud Work is required by SNGNEER.in accordance-,vith paragraph 13;11, or if CONTRACTOR: fails to perform the Work in accordance With thc'Contract Documents; or if CONTRACTOR fails to oimply wiih any other provision of the Contract Documents..: OWNER may, .after seven days' written rotice,to CONTRACTOR;.coerect and remedy any aich datioientcy: In exercising the rights and remedies under' this paragraphOWNdrill proceed reVditiously, 1n txmnecticia with such corrective. and remedial action, 'OWNER may. exclude CONTRACTOR from allor part of the site, take possession of all; pr port, of the Work,,and suspend CONTRACTOR's services related thereto. take possession of CONTRikCTORs Tools, applinnces wrtuuc tom,equipmtem and machinery at the site and incorporate in the Workall materials, and equipment stcral at the site. or for which OWNER has paid CONTRACTOR' but which' are stored elsewhere. CON7RtACTOR shall .a0w OWNER: 'OWNER's represcritatives, agents'• and; cmpluycm O,WNER's', other contractors and ENGfNEIR and ENGWEER's Consultants access to the site• to enable OWNER to exercise -the rtgits and,remethes under this paragraph: 1U1 claims, casts, losses and damages incurred of sustained by OWNER in eitercuing such rights and remedies will be charged against CONTRACTOR and a Change Order will be .issued incorporating the 'necessary tevisions in the, Conttact'Docum6ts with reseed to the Worn:; and OWNER shall be entitled to anAppiopriate decrease in the Contract price, and. if the pparties are unable to Agee as to ihc:amoum Thereof OWNER may make a claim therefor 'as.provided in Arricle 1i, *Such claims, costs, Incaec and damages will.inchide but. not be limited to all costs•of repair or replacement of work of others destroyed: or damaged, bq' correction, removal or replacement of CONTRA r70R's•rleJecme Work-, CONTRACTOR shall' not be allowed an ertercrion of the C:ontmcl'.Times (or l tilistorim) because of any delay in peifamance of The Wcirk'&tiiWWble'to the concise by,OWNER of OWNE•R's rights and remedies hereunder. ARTICLE 14—PAYMENTS TO CONTRACTOR AM icompLETION. �Sdtemate'of MaLuer. 14.1. 'rhe schedidc of values established as pnrvidl d in rgraph 19 will serve as die basis for progress paymaits will be incorporated into S. form. of Applicati nl for Payment acceptable to ENGINEM Progress payments on account of Unit Price Work will be based on the number of- units'compliiWd. Applicailan for Progren Payment. 14Z At least twee y.days before the date established fdr each progress payment (but not more often than once a month). CONTRACTOR shall submit -to ENOINLCR for review an Application feu Payment filledout ard signcdby CONTRACTOR covaritrtg the Work completed as of. the daic of the Application and accompanied by such supporting documentation as is required by the Contract l)ocumetris: It' payment. js .requested on the Basis of materials and equipment not incorporated in the. Work but delivered .and' suitnbh, stored at the site or .at another .:... loii-alion agreed to in antmg, the Applrerudrt far Paymen tshall atso.ba accompanied by a bill _of sale, invoice,or other documentation warriinturg that OWNER has received the. mateiials and egtirpmexlt free and clear of all Liensand evidence that the m6terials.and equipment,are covered by appropriate property insumance and olhei arrangements to protect OWNE16 inteiest therein, all of which will be satsfaAaryto OWNER. The amount of retainage with respect to progress payments will be as stipulated in the CONTRiCTOR's Warranty ofTidc- 143: CONTRACCOR.watrants and gtvmnntees dun title to all Work-, materials and equipment "covered by .any Application for Payment. 'whether incorporated in the Project or noL. will pass to OWNER no.laier than the jimc of payment free and clear of all Liens. Review of_+tpp/icadamv fai PrWess Paymear 14.4. ENGINEER.will, witlwi ten days, after, receipt of each Appliattion for Nymient, either indicate intynting a. NJtbCU6'NfJctL.COi+Nt•nocv`i.t v nis (1990 EiEridnl W/ aTY oFFOaT COLLINS MODWICATIONS (REV d20N) recommendation' of.paymetit and pres l the Application to • OWNER, or retum'the,Application to CONTRACTOR' indicating in writiog,ENGINEER's reasons for refusing to' recommend payment. In the latter case. CONTRACTOR may make ,the :necessary correcticvis and resubmit the Appliaition. - `I'eh days aR�u presentation of � the 4ppitc.4on'fur,Rtyymment to OWNIM' with fNGINEER's, recommenditio i the amount reeommended will (subject, .to the provisions of die last sentence of paragaph,l4 T) bccome:due and when due will be paid; by OWNER to CONTRACTOR 14.5. ENGINEER's reeommeriffition of any payment requested 'in an Application for Payment will constitute a repiisematioin by FNGMER to OWNER, based on ENGINEER's on -site nliseivations of the, eegNted Work as an experienced and qualified desiyri professionil and on ENGINEER's review of the Application for Payment and the accompanying data acid schedules, thal'to the best of ENGI�JEBR'slnrnvlcdge information and helief• 14.5A. the. Work ,has progessed to .the point iridicatcd, 145:2. the. quality, of the Wort: is .gencmliy in accordance with Itn: CenX Documents (iubject to' im,evalaation cif the \Vor.Documents whole prior to or upon Substantial t'Ampletion; to the results of any subsequent tests called for -in the Contract Documents, to,a final detertrinstion of quantities and classifications for Unit Prize Work 'under pamgmph 00, and to arty other quilificiti(irs.stated tit the recommendation); and: 1433. the conditions precedent to. CONTRACTOR's being entitled to such payment appear to lrave Bien fulfilled insofar as'it is ENGIIN'EER's responsibibiy ro observe the Work: However, •by recommending any such payment ENGINEER will rat: thereby N deemed to have represented that: (i):cxlsus1ive or continuous on�site inspections.have been made tb.check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (u) that there may, not be other matters or issues between the pirties that might entitle CONTRACTOR to be paid additionally by OWNER' or entitle OWNER to withhold payment to CONTRACTOR 14.6. ENGINEER's.recommendation of any payment, uicluylin@, Rico: payment, shall noi' mean that ENGY NEER- .is responsible fca CONTRACTOR's. means, methods, tmfiniques•. sequences or procedures of construction, or ,the sa&ty' precrutionis,and programs iincident thereto., or frn'any iiiilrire of CONTRACTOR to comply with Laws and Regultti6rs applicable 'to the furnishing or. performanai of Work, or for any failuro of CONTRACTOR to perform to (timish Work -in accordance with the Contract Documents. 143, ENGINEER may refuse to recommend the whole or part of any payment iif,,in'ENCINEER's oprnront it wouldbti incorrect to 'make the •frpresentancins to "9 OWNER referred to. in paragraph 14;5. ENGRJEM. may •also.. refuse to recommend'any such payment_ or,.bee use bf subsequently discovered evidence or the results, of subsequent uwpeetions�or testa nullify any sueb payment previously. temtttmended. •to 'such extent as may be necessary in RNGfNEERs opWgn to • protect OWNER from los because:. 14:7'.1., the Work ns defeefiY, oucomplated Work has lxcndamageilrequu, ;correctionorreplacement., 1-4.7.2., the Contract _Price has. been reduced by Written Amendment or Charige Order, 14.7.3_ OWNER has been required to correct jkfectwa Work or complete Work ih accordimce with paragraph 13.13. or, 14.7.4. ENGINEER, has actual knowledge of the eeeurraricc of 'any of the events enumerated' in pare graphs 1521 ttamgh 15 2:4-ineldsiye. OWNER may refuse to make payment of the full amount recommended by ENGINEER because; 14.73, claims have been made against OWNER, on account of CONTR.ACrOR's perforiiiance or furnishing of the Work; 14.7.6: I.icns have,been filed in connection with the Wark; except where CON TRACTOR has delivered a sliecifrc Bond:mtist'acto'ay to OWNERAo secure the satisfaction and discharge of such.Liefs; 14.7.7, there are other items entitlingOWNFR to a --A off against the amount reoornmerided: or 14.7:8. OWNER. has actual knowledge .of the occurrence of any of the events, enumerated in paragraphs 14.7.1 'through") 4.7.3 ,or, pnmgmpls 15 2.1 through 15.2,4 inclusive: but OWNER must give CONTRACTOR immediate written notice (with a' copy ,tn ENGP 1F,FR) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld or any adjustment thereto_ agreed tQ by OWNER and CONTRACTOR: when CONTRACTOR corrects to OWNER's" satisfaction the reasons for such action "Substantial Complerfnir: 14.8. When COM17RACTOR.considers the entire Work ready for is intended use CONTRACTOR shall notify OWNER and LNGQ MAn'%witing:that the' entire Work is subslantiallq'_ complete (except for items speofically listed by CONTRACTOR as irstonpletej and request that ENGINEER issue a certificate of SubstantialCompletion; Within a reasonable. time _ thereafter, OWNER; CONTRACTOR and ENGINEER stall make art inspection of�the Work to determine the status of completion. If ENGINEER' does tit . consider the Work sulistamially omplett% DTGiNEER will notify CONTRACTOR. in µriling giving the rensnns therefor_ If ENGINEER 311 EXDC6h'NER,t4CONM,n0N9IylV 1Q99u Ea anent w/ CITY OF FORT OOLLI VS MOOIFICA"t10NJ IREV Al20aa)' considers Ole Work substantially complete, ENGINEER will "mmand ,deliver. to OWNER a tentative certificate .of Substantial- Competion which stair fix the date of Substantial. Coniplehon. There shall be Attached to die certificate a. teiaative list of items io be cumn leted iw corrected before final payment. OWNER shall linveseven clays after receipt of the tentative certificate during,which to make watten objection to; ENGII3ElRt as, to any provisions of the certificate or attached list. If, after consideririg such�obiccliorm LNU[NEER•concludes.that 'the Work is riot substantially completg .ENGINEER' will within fourteen days after strhmissioo d'the_ tentative certificate to.OWNT NERnotify CORACTOR m-wri.raw ; stating the reasons thacfor, It after cosideratiat of OWNER's objections, &NGIN'EER ransidem the Work substantially complm ENGINEER will within said ,fourteen days czm6te and deliver to, will. and CONTRACTOR a definitive certificate of Substantial Completion (with a revisdl tentative -list of items to be completed or corrected) reflcciing.such changes from the Acraative•certifiicaieas ENGINEER believesjustiGed after consideration of arty: objeetiors fermi OWNER. At the time of delivery of the Erwstive certificate of: Substantial Completion ENGINEER will; deliver .to OWNER and CONTRAM'OR.a written reaimmendationas to division of responsibilities pending, final.' payment betnvech OWNER and,Cbr%rr 2.AGTOR with respaK to security, evffatiors. safely, maintcranoe, heat, •utilities,_uislmmce and watrandes and guarantees. 'Unless ,OWNER and CONTRACTORagree otherwise in writing and so inform FINGINEER in writing prior to MIMER's issuing the defrtive certificate of Substantial Completion, ENGINEER's aforesaid recommen dori will be binding on OWNEi; and CONTRACTOR tintil foal payment 14,9. OWNER' shad' have the right to exclude CONTRACTOR from the Work ifter the date of SubstantialCompletion but OWNER shall 'allots CONTRACTOR reasonable access l000mplete or correct items at the tentative list Partial Utifi;ation• 14.10t Use-by'OWNER at OWNER's option of any' substantially completed part of the Work, which; (i) has specificafly ba__nidentified i-hthe Contract Documents. or (u)OWNER ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable pnitof the VV6ikthat can be uxrl by OWNER for its intended ptrtptse without significant interference with CANTRACTORs performance or the remiffidr of the Work.. may be accomplished- prior to 'Substantial Completion of all the Work subject to the following: 14M.LOWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Wick whieliOWNt Kbilieves to be ready fdr its inturded use and substantially. aiompplete. If CONTRACTOR agrees that such part of the Wurk"is substantially co pleiq•CONTRACTOR will catify.to•OWNER and ENGINEER that such ppaart of the Work is substantially complete and request INGINEER to issue a certificate of Substantial Completion for that part of the Work- -04GMER in writing that CONTRACTOR considers any such part of the Waik ready for its int6nded use and substantially cumplpte UO iNuest 040IMM"k to SubstantialCumpleti6ri forthat part t of the Work: Within,a itasonable time after either such request, OWNE-R. "'CONTRACTOR and ENGINEER shall make an inspection of that pan of the Work to determine its status of completion. If LNGINEER doezi not u6nisid theMork to be substantially complete. 'will notify OWNER erid CONTRACTORin writing giving the reasons thffefor. If.HNGINFZR considers that part of thc,Wurk to be substantially complete, the provisions of paragraphs. 14.8 and 149 will apply with respect to oertifieatioh of Substantial Completion of that pan of the Work an ' d the division of resgunsibility,in. respect thereof arid access theriko. 14.10,2- No occupancy or separate operation of part of the Work Will be sccomplished.prior,td,dompliaiice- witli the requireffiems of paragraph 5.15 in respect of property insurance, 'Final Inspecifian: 14.11. Upon writtcri notice from CONTRACTOR that the iimin: Work or an agreed portion tbereul is aim*P�Ictc, ENGD =- will make a final -inspection with OWNER and CONTRACTOR and will notify C(*)NT.RACTOR- in writing of all particulars in which this inspection reveals diet the Wirk is incomplete oe dejfcfive; CONTRACTOR. shall immediately take such measures as are necessary sary to complete such work or remedy such defi6icncie&. FTftat.1IP#iC4ti09f0rP4kVMCHL: 14.12. After CONTRACTOR has completed all. such corrections to the satisfaction of ENGINEER and *livered in accordance with the Contracif Documents all ffisimenance and operming instructions, schedules 9UHM! 11cCs, Bonds, certificates or other evidence of insurance required by pampraphSA :ettificates of inspection, marked,up record :docufficnius (as.provided in paragraph 6.19) and other, documents: CONTFUWTOR, may make appticmidn: f6r final, pcayrrefiL following the procedure for progress paymerim The final Application for PaYmzm shiill be accompanied (Cxi;ept_ as, previously de by. () all documentation caUd far in the Conhaut Documents. including but' n6climit6d to tfii evidence of insurance requind by subparagaph5A.43,. 'Mcansem of the Sure6;, if an)-;, to final payinad..and iii) complete and legally effective releesr_s ,or waivers, (satisfactory to OWNER) of all Liens arising out of or filed in connection withahe Work. In lieu or such Messes or waivers of Liens and as approved by,, OWNER,prov CONTRACTOR may furnish rmeipts or reidiset in fidli and affidavirof CONTRACTOR that: () the rele'ases and ,receipts include all Isbur..scry ca'XIaterial and equipment for which a Lien could' be lb and (it) 611 psyraU mderial and equipment bills, arid other indebtedness, ocirriceted.with the Work , for which'OWNER or OWNFR's gropy might in any way be icspa�isiblc have been paid or otherwise �ia - " -ontractoiW Supplies fails tisfied* If any. Subcontractor %Y (3TY OF FORT COLLIM M14)MCA.TICN'3 (REV,1120UO) to furnish such a release or receipt in full. CONTRACTOR may ffirnisli Ft Bond or other collateral satisfactory,to OWNER,to indcrtutify,OWNERiagainst any . Li I en. Releases or I waiters or Berra and Lhe'-Consent of the surety to finalize navinera are. t(i'bc-subrnitted on forms conforming to the format of the OWNFWS stand2rd. formbound in tht Proiect manual Final Pqynsenf analAcceptance., 14.13: If, on the basis of 0-4GIIN IIs,obseriation of thz WoiL duringcc�in;ciion and l!azFu'1sp'c'U'tiio'rL "'and FNGLNEER'sreview of the final Application.for Nyment ,and ao=panying documentaiion as required by the Contract I)&= ents, MGINEFR is satisfied that the Work has bccfi completed and CONTRACTOR's other obligations under the Cuntra6t Documents have 'been .rulfilled. ENGINEER will;whhin ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation. of payment arid pmkmt die Application't6 OWNER for- payment. At the mine timeENGINEFIZ will also give written notice to OWNER arid -CONTRACTOR that the Work is acceptable subject to the trovisions of paragraph 14,15. . Otherwise, (CTOR, tindidati"M'th writting the' reasons for to, recommend final payMcM in which. case \CTOR shall make ilic necessary corrections and Jk Application. Thirty days after., presentation to of the Application and accompanying atiM in ,appropriate' form and substance. and IC,rNFFR,i recommendation and notice of 14.14. 1f: through no fault of CONTRAMR. final_ completionof the Work is significantly delayed and if ENGINEER so.confiriiis, OWNER ihall, upon receipt of CONTRACTOR'S final Applicatico for Payment and recomrriendaticn of ENGINEER -and without iernii mung the Agreement, make payment of the balance due for that portion of the Work fully, completed and accepted. If the riemaini% balance to bi held by OWNER for Work not fully completed or coirected is less than the reta . Lnage stipulated in* the Agiccrnerit, and if Bonds have- been furnished as required in pnmgrdph5.l..Lhe written consort of the surety to the payment of the balance (We far t6i portion 61f the work fully completed and accepted shall be submitted by CONTRACTOR to ENGR= with the Application lbr such payment Such, payment -shall be made under the terms and ainditioris governing final payment, cxmpt that it shall not odm-tivutc a waiver of claims. Waiver of C'Mints: 14,15. The making aril wxptarkt;eof ' ent.wUfinal- pal yEa '14. IS. 1. a waiver of all'alaims, by OWNER agAirk rONTRACTO& wicept claims from iinsirded Liens, ft&6 ti fecrfve Work- appearing after '31 final trispecuon pursuant to paragraph L4.1 1, from failure to comply withahe Contract Documents or the terms of any special &warantecs specified therein. or from CONTRACTOR'S continuing obligationsWOer the Contract Documents; and 14,15.2, A waiver of all claims by CONTRACTOR . against' OWNER other than those previously made in writing and still nauseated.. ARTICLE 15-SUSPEINSION OF'WORK AND nxxtmiLTIOIN 0MVERMay &apend-114ork: 153.. At any time and :without cause,. OWNER may nL thereof far a period of not spend the Work or arty portion In suspend I than: ninety days, by notice in writing to CONTP.,xqrOR and PNGIWFER which Will foc.the date on which Work will be resumed. CONTRACTOR' shaft. resume the Work an the date -so fixed- CONTRACTOR shall he allowed an adjustment in the Contract. Prioe: or an extcrtsion, of the, Contract Times. 4 he.Ak directly attributable to arty such suspe . _'wion' if CONTRACTOR - makes- an approved claim therefor as pru4ided- in Articles 11 -and 12. OWNER :Nay Tffhtinafe: 15:2: Upon the occurrence of any one or more of the following events; if CONTRACTOR rsistMtlyfndstoperfcnn the Wofl,' in accordance with thc,Contrata Docurnxnts (including.'but not Limited to; failure.to supply stifficierit, skilled workers or suitable matcriaL4 or equipment ur Failure to adhere to die p'rogress ichcclule-emblished Zmder,*`agmph 2:9 as. adjwted from time to'tui_ e pursuant to parsoph 6.§). 5-2.2. if CONTRA(, -TOR , disregards. Laws. 4 Regulations of any'l3u§licbody, having jurisdiction: 15.13., if CONMACTOR. disregards the quthuri ty of ENGINEER, or 15:214. ifCOMMCTOR otherwise violates in any substantial -1 w_Y- any provisions a of the Contract OWNER m9y, after giving CONTRACTOR (and Ilie, surety, it. any) seven days' written notice and to- the extent permitted by Laws and Reguhitiom terminate the services ofCONT R.,%CTOF, e..xCtude CONTRACTOR from the site and take possession of the Work, aitl of all, CONTRACTORu took appliamcs, corustruction. equipment I and machihmry at the sae -Hrid, use the.same to the full extent dry could' be. used by CONTRACTOR (within fiability to CONTRACTOR. tar trespass or oartvcr cn), inc4purute in the- Wuik.,all materials and eqqi*cm stored at the site or forwhich OWNER. has paid WD C GENERAL CONIXT11 OM 6 to-8 tpqu Edition), 32 V61 CITY OF FORT 00UJ M -MCOUTCATIONS (PLEY 4 (2000P CONTRACTOR but which are stored elsewhere, and FmL--h the Work as OWNER may &em expedient. In such ease CONTRACTOR shall not -entitled to receive any furdwr payment until'the Work is finished If the unpaid balaricc•of the Contract Price excieds all claims, custs, lokses and damages %14ained by OWNER arising out of or resulting from completing thiWak such excess -will be paid to CONTRACTOR if such claims,,costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the; diffiTatce to OWNER. Such claims,.CQSU4 losses and r damages incurred by OWNER will be reviewed by ENGN]RER. as•Lo.Lbeir approved- by LNGINFUR moorpomted in a-Civirte Order, Pzzilout that when exercising any rights or remedies lrthis. pamgmph OWNER shall not be required to obtain the lowest price for the Wari; petformod. 15.3. Where CONTRACTOR's.servic6s have beets so terminated by OWNER, the termination will not affect any rights- or rem.e.dics of 'OWNER.against - CONTRACTOR then existing or which may thereafter accrue, Any retention Or ;payment of moneys chie CONTRA(.-rOK by OWNER'will not, rcl&w coNr RAcrok from liability, 15A, Upon seven days! writ ten rota to CONTRACTOR. and ENGIAER, - OWNER.' may, without Cause und-without piujudicc to any other rightu or r wrminatethe ZMi L�smch case, R shnlli be %o 15.4.1. for completed and acceptable Work executed in -accordance with the Contract Dxxurnants. prior to the effiictivc�dati: of term inatik- including Fair and reasonable stems. for overlind and profit an such Work; 15.4.26 for expenses sustained prior to, the effective date of termimfion in perfocining, services and furnishing IA4, hiAterials or 4ipinent'dis requirid by the; Contract 'Documents, in cbnncction� with uncompleted Work, plus lair ard:rcasonable sums for overhead and profliturf such expenses. 15,4.3- far all claims, costs.' losses and damages incurred-, in settlement oCtermhatid contraas•.with Subcontractors, Suppliers and otheM,and 15,4:4, for reasonable expenses directly attributable to 16nnination, CONTRACTOR shall not be paid an account of loss of, anticipated profits or revenue or other com6mic loss ansmg out of resulting lionnsuch termination COYMICTUR Alay Stop Work or Teriffinate: 15,5. M through no actor fault of CONTRACTOR, the Work is suspended for a period ofjwore ihan ninety days' by OWNER or under an order,of court'mother public authority, or ENGINEER ffiils'.to act onanyApplica4on ,for Payment within thirty days after it,i submitted, or. OWNER fails for thirty days"to r.ay, CONTRACTOR any 29 GREEN .0 ------------ 20 D 21 v XA STANTON CHEEK A+. .1c CH,UN IB L� .�\ /9 \ ITRACTG ..\� R � l �� �1 �K TRACT M�cl owC,," _� �- w. ; 1".. 111A. L`R,VE Lori ACRES E, E.ERSONA. 101, TR c" 37 0 It EAIERSONAC Lol. LEGEND CAtl � "Om AI UK= mm� oil t. BID SET NOT FOR CONSTRUCTION �ft`�` �qllins 10614 CREEK TRM AT STANTON CREEK EROSKM CONTROL DIAH M/01/1 1 21 sum finally determined to be due, then CONTRACTOR may. upon seven days' written notice to OWNER and ENGINEER, artd provided O%VNM or ENGLNMR do not remedy such suspension or failure withal that time. terminate the Agreement and recover from OWNER payment on the sametams as provided rti Pamgmph 15:3: In lieu of terminating the Agreement and without prejudice to any other right or remedy, d-IRNGINEER his faded to act on an Application for payment within thirty days after it is submitted, or OWNER has failed for thirty days to "pay CONTRACTOR any, sum, finally determined to be due, CONTRACTOR may �tipon seven days' .wrilLat notice to OWNER and ENGINEER'.stop the Work until pyrnent of all stick amounti due CONTRACTOR including interest thereon: The provisions- of this paragraaph 15:5 are not iraerided to preclude CONTRACTOR flan making claim urkkr Articles II and 12 for an increase m Contract Price err Contract 'rimaa of otherwise for ex .Tv or damage directly attributable io COA*fR>CI'OR's staWin Work as permitted by this pamgmph ARTICLE 16—DISPUTE RtS01,U110N If,and to the count that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution mcthoid.and procedure, if any, shall be. as set forth inExhdiitGC-A, 'Dispute, Agreement", to he attached hereto an titmade a part hereof. If no such agreemeru on the method and procedure far resolving su`ch'drsputcs has been reached, and sublcct.to.the provisions of pamgraphs9.10; 9.11 and 9,12. OWNER and CONTRACTOR may exercise such rights,or remedies as chhtr may otharwik Have under the Contract Documents or by Laws or Regulations in respeci of any dispute. ARTICLE 17-NuxEI ",zEous Gn ink Natrce.• 17.1- Whenever any provision of the Contract Documents requires the givung of writteri notice, it will be deemed to have barn vihdlygiven if delivered in person.to ifie•individual or to a.memba of the firm, or to an officer of dieaapdamion for whom'it is intended; or if delivered at or sera -by registered or certified:mai4 -postage 'Irepetd;.to'the last Business address known to the giver of the notice. 17.2: Computation ofTiine.•; 17.2.1. Whcn any,period-of time ii; referred to in the 'Corrtrecl Documents by days, it'will be computed to &Zclude'the' first. and include the last day of such period. If the last•day^of an such period falls on a. Saturday or Sunday or on My -made alegal holidayy by the law of the'apphcable jurisdictiori such day will be omitted from the cor6putation.. 'UCTiCV6'NMALLCONVMOM19104 o"(JE*iaa) wla'ryOFFORTCOLLIMSnat7UtlgCAnoN9(REV Rail) 13,' 2' A calendar davof twenty-four hours measured from,midiught to thi next midni6+t will constitute'a Jay. Wapce Pf UaLq; 17.3. ,Should OWNER or CONTRACTOR a ffer•injury or damage to ptrson•or;.property beta of any error, oinission•or sit of the oilier party or of any of the other partys employees or agents or othets'for. whom acts the outer party a legally liable: claim will bo mede'iir writing to the other party within a reasonable time of the first ubserVaocc.of such injury or damage.. The provisions of this paragrph •173 shall not be oomvued as a arbstitute for on a waiver of the&ovCaions of any applicable statute of limitations ur repose.Cumufudve Rrmedies7 17.4, Thtc duties and ,obligations .imposed by these General Conditions and the rights and remedies available hereunder to the parties herelt;, and, in particyler but without limitation, the narmrnaes, guamnWs and obligations imposed, upon, CONTRACTOR try pamgmphs &I 2, 6.16, 6.30, 63 % 632; 13.1, 13.12;13714, 143 and l'5.2 and al1;of the rights,and remedies available to OWNER and FNGINFER thereunder, arc'ih,additian to, and arti'not tolbo,coostrucd in anyway, as.a limitation of,,arty rigftts amd remedies available, to any or.all of them whleh are othenvtse imposed or available by Laws or Regulations by special warranty or guarantee or'by other provisions of the Contract Documents, and the provisions of this pamgraph, jWl be as effective as if repeated specifically in the Contract Documents in'connectionwith cach,particular duty; obligation; right and rematy to which they apply, Projaisionuf Fees and Court CgsV 1nctuded: 17.5. Whenever refeience is "made to "claims.. costs,, losses and damages".; it shall include in.eacA case. but not be lint reed to. oil fees and charges of engrnteis, tirchiteeLS attomevs and other ,professionals and all court or arbitration or. other dispute resolution costs. 116, The laws off th tate oS_9Ql9m4o apply to:iIL Agreement Reference to two pertinent Colorado statutes are as followe 17.6.2 If it elarnr•isfnled. OWNER s roquued by law (CRS.38-26-107). to withhold fiom sll.nayrnents�to CONTRACTOR -sufficient funds -to insure the payment of all claimsTcr.lebor, materials, tear hire.. susterrance.-movisiaits, Provender, or other."sutiolies. used or .consumed by CONTRACTOR or, his 33' �� 'fWDCG9NhI RALCOW1'I ONS 1910-3O BISiiul), W! QTY QU FORT .COU M AIOOIRC.ATIONS IRhV 4 aCUO) (This pasm kft hlarkinlcnEomlly.) EXMC(jENERAL..COt4L'4710;s-,191" (1990 E(W%ij 35 W/a'rY OF FOR.TCOLLITZMODDICATION3 (REV •112000) 36 wi pry 66 FORT VOLUZS -MODDICATIONS MEV 4QO(XI.) EXHIBIT GGA to,Generul Cofidi-HOM of'the' Construction Contract Bebvccn OWNER an'd CONTRACTOR DISPUTE RESOLYj n0l'; AGREEMENT OWNER and CONTRACTOR hereby Agree that Artick 16 of the Ocrusid tm6ions of the'C6mstuction oontihm beiween OWNER and 00I1TRACTOR_ is amendid to IncludelLhe following agreement of the parties! 161. All claims, disputes and other. matters in .question between OWRM and CONTRACTOR arising out of or rrJating,tothe Gbmriict Docurrichts or the breach thereof (except for claims which fianc Nen waivcd by the making or a&eptariiie of final pi yrnent as provided by r . paagraph 14.15) will• be decided, by arbitration in accordance with tli,• ConstructionIndustiy Arbitration Rules of the American Arbitration Association alien ubtHLaUrV.J;6JbjPq to the 14.71'dations,of the Article; 16. This agreement so - to a.ibitratc. and any othi.0 'agfrcinent or the orevailim "-. .162. No demand for arbitration of arty claim; ute cc other matter that is required to be role rml to &4GMER initially f6t decision in.,accordance with paragraph 9.111 will he made until the earlier of (a) the -date an which, LNGINEFA has r&,der ' 6d a written decision or (b) thuVfi & th -rst day after die parties bay c pies "rited•their evidence to ENGINEER if a written de -cm —on has not been reride-redby FNGrNM,bcf6rc that date. Kodemand for arbitration of any,sudi claim,dispute,or other matter will be made later t6n thirty days after the date on which ENGINEER has, rendered a written d&-ision in respect thereof in accordamL with paru&aph'9.1 1; and the failure to demand arbitration within,said thirty dAys period wills result in ENGUEER!s decisioiri being final, and binding upaii OWNER and CONTRACTOR. If -ENGINEER rentlas a decision after. arbitration proceedings have been initiatedsuchdecision may beenteredas evidence but will, not supersede the arbitration: pivca d pigs 4xeept where'the decisicn,isacceptable t6the pa-rt6,�oftcer�ed, No demand for arbitration of -any' written decisidn ofENGINEER rendervd in iccordance with parairaph 9.10 will'be made later than ten days after the party making such demand has. deliVered'wrifter notice of intention to appeal as provided in pAm&aph 9: 10. 16 ]l. Notice of the -demand Iry arbitration will be, rded in writing with the otli:f party to the Agre'crnem and with the American Arbitration.AssoCiation. and a copy will be -;:d to ENGINEER for infirmati6n: The demand for arbitration will be made within the ffiirtyiday or tenday penqd sp=iticdir� paragraph 16.2 as applicable. and'inall other cases within a reasonable time after the claim, dispute or other matter in question,has: arisen,.and'in no event shall: any such demand be made after,the date whon institution of lcS�I'V,IabIc procecdings bhscd an suchclaim, disiAlte or matte in question would be barred by the applicable statute oflimitaticiis; 91CbC GhMRAL CONIDITIONS 191 M It 990 Ution) "iCrFY OF FORT CQUIrZi PJ001RCATT0WS,(RFV 9199) 16A. Except as provided in paragraph 16.5 below, .no arbitration arising; out of or ielating to the Contract. Documents shall include by consolidation. Jbirider or in any. other manner Any other person or 'aiti(y (including 'ENGINEER; ENGINEER`s Consultant and the officers,, directors, agents, cmpt6yecs or conialtants, of ring of them) who is riot a paky to.this confiract urdess: 16.4� 1. the inclusion of such other,parson or entity is necessary it complete relief is to be affmkd among those parties t6thearbitrationand, .. I _[" _ dy 16.4.2. such other person or entity is substAhtially involved in a question of law or fact which is common to those who are Already parties to the arbitration And -whi6.hwill arise in.suchprocecdincA;and 16.4.3. the written consent of the other person or entity sought to be included arid of OWNER and Cor,FrRACTOR has been obtained for such_incluzion;, which• consent shall make specific refcrence to this PRIM01K.hut,no wah consent.shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party, not specifically identified insuchconsent. 16.5. Notwithstanding paragraph 16.4. if a claiffi- dispute or other matter in question between OWNER and CON'TRACTOR involves the Work of A Subcontractor, either OWNER or cogrizAarc)R may join such Subcontractor As a party to the arbitration betwecri'OWNER include in All subcontracts re4tifired by paragraph 6:11 a specific provision whereby the Suhconoractar 6ons-ents.to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Sub&omractoi. Nothing in this paragraph 16.5 nor in the provision of such subcontract oomenting to joinder 4M create any claim. right eir cause of action in favor of Subcontractor and against, OWNER, ENGINEER 6f EINIGINMRs C6nsultants that does not otheirwise exist, 16,6. The award'rendered by the arbitrators will be final, judgment maybe entered upon it in any court having jurWictioK thereof and it will not be subject to modifiedtion or Appeal. 16.7. OWNTERandCOYMACTOR agree that they shall fi . �st- 'submit any and all unsettled claims,.c oun - terrInums. 'disputes and other matters iii question between I them arising; out of or_ rclatind to the Contract Documents or the breach thereof("disputes'), to mediation by the American Arbitration Associati6n, under the Construction. IndustY- Mediation Rules of the American Arbitration -Ass6ciation,piior 1ei. either of thein initiating aguinq 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 respettive thirty and ten day time limits within which to file a - demind for arbitration as provided in paragraphs 16.2 and 163 Above shall be suspefided with respect to 9. dispute submitted to mediation within those same applicable time limits and shall rimain suspended until ten days after the termination of the mediation, The mediator of any -dispute submitted to mediation under this Agrecincrii shall'a" serve as arbitrator of such disputiuidess otherwise Agreed. W-Al mck OEN RAL eONU111ONS 191" (1490 Ettliml GC.A1 �¢i.(�"{Y (?F FORTCQI.I.1 ro `fODFFICATIOI'!5-IRFVW9J) .. SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Geotechnical Investiqation, Fossil Creek Pedestrian Bridges at Stanton Creek, prepared by CTL Thompson Inc., Project N. FC04931-125, dated July 13, 2009. 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. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment wxwLrt n.. Na s,aaKK ,. 6' NEIGHBORHOOD CONNECTION TRAIL STA 80.00.83+09 NOTTOxX,K STANTON CREEK TRAIL 9TA22+60-22+93.68 NOT TO. — t. N. N.. .-I STANTON CREEK TRAIL STA 0+00. 1+20, 6+60.6+80 &23+48.88-29+97.76 NOTTOSCALE No¢i vreuKK STANTON CREEK TRAIL STA 1+20.8+E0 NOTTO.CAM Ne..c. MNw 14. r mNwc 5 - „•, wN KK fwvc Iw.n �eoNl • w�� �T KC5 m]� II,. .mc v.wKK 1xo�crw.cr�w1 NNN .-a A It STANTON CREEK TRAIL STABILIZED TRAIL SECTION STA20+96.22+60 STA23+48.56.23+97.76 s¢�Zv M rtN¢ .m 1w N m, ME icmTw urteN.mc CEDAR PICKET PRIVACY FENCE STATION20+94-22+81 NOTES: I. 2- CLEAR FOR REBAR UNLESS OMERMSE NOTED 2, REBAR TO BE YA BARS AT MAX 12' SPACING CONCRETE TRAIL & WALL DETAIL W. , .wen a ma iwutt STANTON CREEK TRAIL 8TA9+80. 11+75 NOTTo.O.,s i� win vxv.0 STANTON CREEK TRAIL STA 27+30 m 28+60 In�o•7_� r aNwcrz nN, N... wx..0 A. STANTON CREEK TRAIL 9'TA12+06. 17+86.18+E5-20+96 & 24+57.76.27+30 Cw ,' as��w wN. swuKK STANTON CREEK TRAIL STA 28+60-ENO /./,� N. ' TRAIL INTERSECTION GRADING DETAIL t,�n r�ucoM n.vcN..r.�monN, BID SET NOT FOR CONSTRUCTION W.ivm/bw. W4 �. ,... City& Fort Collins FOSSIL CREEK TRA4 AT STANTON CREEK CONSTRXCION OETNLS w o.N OB/01/I I 22 N/A SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Fossil Creek Trail at Stanton Creek CONTRACTOR: PROJECT NUMBER: 7289 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: 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 DATE: DATE: DATE: DATE: DATE: Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. 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. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY On Hand Item Invoice Previous Number Number Description Application Received This Period PAGE 4 OF 4 Installed On Hand This This Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 DIVISION 1 SECTION 01000 —PROJECT SUMMARY PART 1 - GENERAL 1.01 Scope A. This section contains general requirements that are applicable to this project. 1.02 Description of Work A. The Contractor shall provide all labor, materials and equipment necessary to perform the work items indentified in the bid schedule. 1.03 City Furnished Materials A. None. 1.04 Conditions of Work: A. Qualifications for Biddine: The Contractor must meet minimum qualifications as a condition for bidding the Work. In addition to any other stated requirements the Contractor must be an established single company for five (5) or more years. The Contractor must list a minimum of three (3) projects similar in scope and size, as well as provide the contact information for each of the referenced projects. Referenced project work shall specifically include construction of concrete paving and excavation work within a regulated floodplain, sub -grade stabilization, and general work in a river corridor environment. Providing contact information that is inaccurate or incomplete will disqualify the referenced project and may disqualify the bid from award. Please provide the following: Project Name: Owner: Timeline of Construction thru completion: Project Contact for Construction Reference: B. Area of Work: The Contractor shall confine his operations to the immediate work area. Material storage shall be confined to areas shown on the Drawings or designated by the City. C. Regulations: The Contractor shall comply with all applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention, erosion control and environmental protection. D. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends or Federal holidays, unless otherwise approved by the City. E. Material Storage: The Contractors material and equipment storage site shall be limited to the area of the project site. The area shall be kept orderly and free of litter. 1.05 Project Cleanup A. The Contractor is responsible to maintain the construction site in a clean and orderly condition from the start of the project to completion. Daily cleanups are required. The City may require Contractor to perform cleanup within 100 feet of the progress of the work and perform cleanup of the site daily prior to work stoppage. B. Store volatile wastes in covered containers and dispose off -site. 1. Provide on -site covered containers for the collection of waste materials, debris and rubbish. City of Fort Collins SECTION 01000 - PROJECT SUMMARY Park Planning & Development Division Page 1 of 4 2. Neatly store construction materials, such as concrete forms, when not in use. C. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. D. At project completion the Contractor shall remove all equipment, materials, and debris from the site including toilets and dumpsters. Areas around work sites shall be cleaned with dirt and grass surfaces raked clean of any slag from the Contractor's operations. Broom clean exterior paved surfaces. Remaining dirt and fill material shall be removed, or may be scattered, with the approval of the City. 1.06 Trash Removal A. All non -salvageable items and trash shall be hauled off the site and disposed of in accordance with applicable state and local regulations. Items shall be transported in tarp -covered or closed vehicles. Any materials dropped or blown off vehicles shall be picked up immediately by Contractor. 1.07 Verification of Dimensions A. The Contractor shall he responsible for the coordination and proper relation of the work. He shall field verify all dimensions and advise the City of any discrepancies prior to proceeding with that phase of the work. 1.08 Fire Hydrants A. Fire Hydrant Cohnections: City's permission is required for connection to fire hydrants. Only compatible adapters shall be utilized for hydrant connections. A gate valve shall be provided and installed by the Contractor between the hydrant and supply hoses to control flow. Connection shall include backflow protection. Temporary connections to fire hydrants shall he disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will he used. 1.09 Outages A. Utility outages necessitated by the work shall be requested in writing at least fifteen (15) working days prior to the proposed outage. The request shall be directed to the City and shall stipulate the specific utility system(s) and circuits to be affected, the location of the work, the time at which the shutdown will occur, and the duration of the outage for each system. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall he submitted as a group. 1.10 Fill Material A. Excess fill material, including rock, gravel, sod, broken concrete or asphalt, plaster, etc., shall be hauled off the site and disposed of in accordance with applicable State and local regulations. B. Additional fill material, if required, shall be hauled to the site from off the site as a necessary part of the work. Material composition shall be subject to the requirements of the specifications. 11 Parking A. Parking of the Contractor's vehicles shall be restricted to an area designated by the City. 12 Telephone A. Business Telephone: At the beginning of construction, the Contractor shall provide the City with a telephone number at which the Contractor or his representative may be contacted at any time during regular working hours. The Contractor shall also provide a phone number for after -duty hours contact. City of Fort Collins SECTION 01000 - PROJECT SUMMARY Park Planning & Development Division Page 2 of 4 1.13 Sanitary Provisions A. The Contractor shall provide temporary toilets for the use of construction personnel. Location, type, proposed maintenance, etc., shall be approved by the City prior to placing toilets. Temporary toilets shall be removed at the completion of construction and the adjacent area restored to the condition existing prior to the start of construction or as indicated on the plans. 1.14 Pollution Abatement A. Transporting materials to or from the site shall be accomplished in a manner preventing materials or particles from becoming airborne. Earth materials shall be covered, wetted or otherwise protected. Gravel, sand and concrete shall be contained within vehicles to prevent spillage. B. Prevent the deposit of dirt, mud or debris on improved streets and roads, and remove all should such deposition occur. C. Burning of any material on site is prohibited. D. Stream beds, lakes, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids, or other harmful materials. Surface drainage from the construction site, which contains harmful amounts of sediment, shall not be allowed to drain onto adjacent areas. All grading shall be accomplished to allow sedimentation to settle out prior to flowing onto adjacent areas. E. Flushing of concrete trucks is allowed only at the project site or the designated contractor storage area, with the responsibility of control and cleanup resting with the Contractor. F. Toxic, corrosive and flammable materials for construction other than specified shall not be used without prior approval of the City of Fort Collins. When approved, disposal of these materials or their containers will be off site and conform to state and federal regulations. 1.15 Protection of Property A. Initiate, maintain and supervise necessary protection to prevent damage, injury or loss to: I. The Work and materials and equipment to be incorporated in the project, whether in storage on or off the site: and 2. Property at the site or adjacent thereto, including fences, patios, driveways, sidewalks, pavement, trees, shrubs, lawns, walks, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. B. Maintain, protect, and support existing utilities and other appurtenances against damage by shoring, bracing, or other means. C. - Do not stockpile excavated material against existing appurtenances. 1.16 Survey Requirements City will provide all construction staking and as -built surveying for the project. 1.17 Construction Superintendent A. The construction superintendent shall beat the job site anytime work is being accomplished by any of the trades per General Conditions including, but not limited to, Article 6. PART 2 - MATERIALS (Not Applicable) PART 3 - EXECUTION (Not Applicable) PART 4 - MEASUREMENT & PAYMENT (Not Applicable) END OF SECTION City of Fort Collins SECTION 01000 — PROJECT SUMMARY Park Planning & Development Division Page 3 of 4 DIVISION 1 SECTION 01100 - SUMMARY OF WORK PART 1 - GENERAL 1.01 Description of Work A. The City of Fort Collins Fossil Creek Trail at Stanton Creek includes erosion control, minor earthwork, 2 new 30' pedestrian bridges, 1 new 55' pedestrian bridge, 1 new 60' pedestrian bridge, new 10' wide colored concrete trail, 2' retaining walls, a 4' shadow box privacy fencing, 4 new 12" & 18" culvert pipes, hydro -seeding and hydro -mulching for any areas disturbed by construction and surveying. B. Protection and Restoration. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. 1.02 Notices to Private Owners and Authorities A. Notify private owners of adjacent property, utilities, affected governmental agencies, and school district when execution of the work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items that would affect their daily operation. E. Several names and telephone numbers of potentially affected agencies and utilities in the area are listed below for Contractor's convenience. This may not be a comprehensive listing of agencies. Water - City of Fort Collins, Colorado 221-6681 Storm Sewer - City of Fort Collins, Colorado 221-6605 Sanitary Sewer - City of Fort Collins, Colorado 221-6681 Electrical - City of Fort Collins, Colorado 482-5922, 221-8553 Gas - Public Service Company of Colorado 482-5922, 221-8553 Telephone - QWest Communications 484-0300, 226-6310 Roads - City of Ft. Collins, Colorado 221-6815 Cable Television — AT&T Cable Services 493-7400 Utility Locates - One -call System 1-800-922-1987 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non -Emergency 221-6581/ Emergency 911 Police - City of Fort Collins Police Department Non -Emergency 221-6550 / Emergency 911 Latimer County Sheriffs Department - Non -Emergency 221-7177 Postmaster - United States Postal Service 482-2837 Ambulance - Poudre Valley Hospital Non -Emergency 484-1227 / Emergency 911 Public Transportation — 'TransFort' 221-6620 Traffic Control - Traffic Engineering 221-6815 City of Fort Collins SECTION 01100 — SUMMARY OF WORK Park Planning R Development Division Page 1 of 2 PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION City of Fort Collins SECTION 01100 — SUMMARY OF WORK Park Planning & Development Division Page 2 of 2 11 WA. n TRW MR 11- 1A. I A I I RARLAR, 11 RRRAIM,�, L-Aft. ABUTMENT DETAIL FOR 30 FT BRIDGES - PLAN VIE .1 T. %1E TMA A "S ORTM,—Iff CLR AT, .f?l 4 1 T-16 AT VAC. RRA, -A- T. MR I ABUTMENT DETAIL FOR 55 TO 60 FT BRIDGES- PLAN vlE M,l 1,, ,E DIMENSION CHART I AMlTTTENT�T TiT I I — - IT TTTAMM AIL MMAAA. . 1, IT, IT, MRITM . M,—• .1 L.A. .1. - IT — 1.1— RITAT.- RRMAM, *LCTP11 MQ CPAL rr AT A MR. A' A lML MR A , � 4:TAIL T AM STEEL ft.T., TIR BAMMI �- MMAR MATAIMAR 611RL pp A T T A u I-'- -T - MR A-— T AT-R,TM �RRE [TffTlL SICIL MTMe �TIL WQ LU .,-A I A I- MITI 1. CAA - -TAR. ATT-. 10 wm A MIM t. TRO 10 IMIE a, aA�I�ENT ll��Ill 0�71TE % -Ar AIR AfBUTMENT DETAIL FOR 30 FT BRIDGES - PROFILE vlE ARTT f09fiLE ABUTMENT DETAIL FOR 55 TO 60 FT BRIDGES- PROFILE VIEW Mi.Gfi ALE m DIVISION 1 SECTION 01160 — SITE CONDITIONS PART 1 - SITE INVESTIGATIONS AND REPRESENTATION 1.01 General Investigations A. The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, or similar physical conditions at the site; the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 1.02 Soil Conditions A. The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 1.03 Contractor Representation A. The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract unless; (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. PART 2 - INFORMATION ON SITE CONDITIONS 2.01 General Any information obtained by the Engineer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the Engineer upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary information. A. Differing Subsurface Conditions: In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed, notify the Owner in writing of such changed conditions. 2. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. City of Fort Collins SECTION 01160 -SITE CONDITIONS Park Planning & Development Division Page 1 of 3 B. Underground Utilities: I. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. PART 3 - CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE 3.01 General A. Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. B. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. C. The Contractor shall protect all utility poles from damage. If interference of power poles, telephone poles, guy wires, or anchors is encountered, notify the Owner's Representative and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. D. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. E. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. F. If the Contractor while performing the Contract discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the Owners and the utility in writing. G. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. H. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. 3.02 Interfering Structures A. Take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. City of Fort Collins SECTION 01160 — SITE CONDITIONS Park Planning & Development Division Page 2 of 3 3.03 Field Relocation A. During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the Owner's Representative. If existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the Owner's Representative before continuing with the construction in order that the Owner's Representative may make such field revision as necessary to avoid conflict with the existing structures. If the Contractor shall fail to so notify the Owner's Representative when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. 3.04 Easements A. Easements will be obtained by the Owner where portions of the work are located on public or private property. Easements will provide for the use of the property for construction purposes to the extent indicated within the easement agreements. Copies of these easements and permits are available upon request to the Owner. It shall be the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified herein. The Contractor shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will be authorized by the Owner's Representative, the Contractor will be required to furnish the Owner with written releases from property owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor's operations, for any reason, have not been kept within the construction right-of-way obtained by the Owner. B. It is anticipated that the required easements and permits will be obtained before construction is started. However, should the procurement of any easement or permit be delayed, the Contractor shall schedule and perform the work around these areas until such a time as the easement or permit has been secured. 3.05 Land Monuments A. The Contractor shall notify the Owner's Representative of any existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the Contractors expense. When Government monuments are encountered, the Contractor shall notify the Owner's Representative at least two (2) weeks in advance of the proposed construction in order that the Owner's Representative will have ample opportunity to notify the proper authority and reference these monuments for later replacement. END OF SECTION City of Fort Collins SECTION 01160 — SITE CONDITIONS Park Planning & Development Division Page 3 of 3 DIVISION 1 SECTION 01290 - MEASUREMENT AND PAYMENT PART 1-GENERAL 1.01 Description A. This section covers the methods employed in determining the payment due for work completed under this contract. B. The bid price should cover all work required by this contract based upon the quantities outlined in the bid form. C. Where actual quantities differ from those outlined in the bid form; unit prices as stipulated in the bid form shall be utilized to compute payment. D. Where unit prices are not set forth on specific work, that work shall be considered a subsidiary obligation of the Contractor. E. Quantities given in the bid form are estimates for the purpose of evaluating bids consequently some difference may arise in actual and bid quantities. 1.02 Lump Sum Prices A. Where lump sum (LS) prices are given for an item in the bid schedule or for items added during construction by change order, the price will include all materials, labor, overhead and any other cost incurred to complete the construction of the item in accordance with the plans and specifications. B. All unit prices for each item shall include its pro rata share of profits, taxes, and overhead, and are for the items installed in place, maintained and guaranteed. Including these factors, unit prices must accurately reflect actual costs. Unit prices are to be valid for the life of the contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION City of Fort Collins SECTION 01290 — MEASUREMENT AND PAYMENT Park Planning & Development Division Page 1 of 1 DMSION 1 SECTION 01300 —COORDINATION AND PROJECT MEETINGS PART 1-GENERAL 1.01 General A. In order to provide for an orderly progression of work, all parties involved in the construction will meet at various times during the project to discuss pertinent items regarding the work. B. Coordinate operations under contract in a manner that will facilitate progress of the Work. C. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations that affect the service of such utilities, agencies, or public safety. 1.02 Conferences A. The pre -construction conference will be held at a time to be determined by the Owner, after the awarding of the Contract and prior to the issuance of the Notice to Proceed. The meeting will involve the Owner, the Engineer, the Contractor, subcontractors and representatives of utilities and other properties that will be directly affected by the work. The Contractor will have a complete construction schedule ready for review at the time of the pre -construction conference. B. Hold conferences for coordination of the Work when necessary. C. The City may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1.03 Progress Meetings A. Contractor and the City shall schedule and hold regular progress meetings at least weekly and at other times as requested by the City or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent 2. Owners Representative 3. Landscape Architect 4. Others as may be requested by contractor, Landscape Architect or Owner C. Minimum Agenda shall include: 1. Review of work progress since last meeting 2. Identification and discussion of problems affecting progress 3. Review of any pending change orders 4. Revisions of Construction Schedule as appropriate 1.04 Job Site Administration A. Contract administration and construction observation services will be provided by the Owner. The Owner will make decisions regarding changes in the work and adjustments in contract quantities and/or unit prices. END OF SECTION City of Fort Collins SECTION 01300 — COORDINATION AND PROJECT MEETINGS Park Planning & Development Division Page 1 of 1 D SM ION 1 - -- - - -- _� SECTION 01310 - CONSTRUCTION SCHEDULES PART 1 - GENERAL 1.01 General A. It is the intent of the Owner to begin construction as soon as possible after the opening of the bid. The signing of the contract and issuance of a Notice to Proceed will be completed promptly to accomplish that objective. The Notice to Proceed will authorize the Contractor to begin project administration and construction work on the site. Construction work shall not begin on site prior to the pre -construction conference. B. The Contractor shall complete all work, including cleanup of the site by "Substantial Completion' date, specified in the Agreement, subject to the "Liquidated Damages" provision described under "Instructions to Bidders." C. Delays during project contract period outside control of the Contractor are subject to time extension consideration but not financial compensation unless such delay is significant enough to reasonably require Owner initiated work suspension (demobilization) as determined in the field by the Owner at the time of occurrence. See Paragraph 1.04 for requirements for modifying the Contract Time due to weather delays. D. Contractor shall plan and schedule his own work effort (personnel, equipment and material) to complete the project satisfactorily within the project time limits. Such schedule shall be in general conformance with the schedule submitted at the pre -construction conference. This includes the requirement that the Contractor conduct his operations to enable a shift of work effort from one part of the project to another to reasonably accommodate unexpected delays, and to conduct his daily operations so as to not create a public nuisance including but not limited to access or traffic obstruction, dust and mud generation, work outside of construction limits, noise, unsatisfactory cleanup or site restoration, unacceptable equipment/materials staging, flooding, etc. No work is to begin at the site until City's acceptance of the Construction Schedule. E. Contractor shall prepare and submit a Critical Path Method (CPM) schedule. The schedule shall show all work completed within the contract time and shall cover the time from the date of Notice to Proceed to the completion date. Contractor shall use Microsoft Project 2000 or approved equivalent to develop and manage the CPM schedule. F. Schedule shall include milestones that demonstrate the Contractor's approach to completing the project within project time limits. Milestones shall be of sufficient number to indicate regular progress of work and shall identify major components of the work. Milestones are subject to Owner approval prior to work beginning at the site. If Contractor fails to meet a milestone, contractor shall submit an updated schedule subject to Owner approval and demonstrate how the remaining milestones will be met. The Owner may order work shut down or suspended for nonconformance with the approved schedule (See Paragraph G. below) G. Milestones (minimum required items) H. The Contractor may voluntarily shut down or suspend work due to conditions beyond his control provided a minimum of 24 hours notice is provided to the Owner together with the reasons for subject suspension of work. The Contractor shall leave the project conditions in such a way so as not to cause a public nuisance or a threat to public safety. Neither remobilization costs nor additional time will be allowed for such suspension unless agreed to in writing in advance. I. The Owner or Engineer may order work shut down or suspended for such nonconformance issues as unsafe conditions, nonconformance with schedule, cause of public nuisance, unnecessary private property disturbance, materials and labor unsuited to the task, nonconformance to technical specifications, failure to comply with permits, etc. The Owner or Engineer will give a written warning to the Contractor with a specified deadline during which time the Contractor shall remedy the cause(s) described on the warning. Failure to do so shall justify the Owner or Engineer to order work shut down City of Fort Collins — Soft Gold Park SECTION 01310 — CONSTRUCTION SCHEDULES Park Planning & Development Division Page 1 of 4 or suspended. Such shutdown will not be compensated by cost reimbursement or time schedule adjustment. J. Failure to promptly execute the approved schedule in the judgment of the Owner will result in a written warning submitted to the Contractor explaining the specific compliance needed. Failure of the Contractor�to remedy the noted items may be considered a breach of contract possibly leading to work shutdown for cause or contract termination. 1.02 Format and Submissions A. Prepare Construction and Procurement schedules in a graphic format suitable for displaying schedule and actual 'progress. B. Submit two copies of each schedule to owner for review. Owner will return one copy to contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. 1.03 Progress Revisions A. A schedule update shall be submitted to the Owner at each weekly progress meeting that will reflect work performed in the previous week and the upcoming two-(2) weeks. Schedule updates shall not change any Contract times. B. A complete schedule update shall be submitted with each application for progress payment. C. Show changes occurring since previous submission. I. Actual progress of each item to date. 2. Revised projections of progress and completion. D. Provide a narrative report as needed to define: I. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of other work. 1.04 Modifications to Time of Completion in the Approved Schedule A. The date of beginning and the times for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates a "Normal" weather and climate condition in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. I B. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. City of Fort Collins— Soft Gold Park SECTION 01310 —CONSTRUCTION SCHEDULES Park Planning & Development Division Page 2 of 4 Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excluded) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Construction Coordinator in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. C. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of workdays delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. D. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather - dependent activities. E. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. F. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. G. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. 1. To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above; and 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. City of Fort Collins— Soft Gold Park SECTION 01310 — CONSTRUCTION SCHEDULES Park Planning & Development Division Page 3 of 4 1.05 City's Responsibility A. City's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences, and procedures of construction as provided in the General Conditions. PART 2 - MATERIALS (Not Applicable) PART 3 - EXECUTION (Not Applicable) I PART 4 - MEASUREMENT & PAYMENT (Not Applicable) END OF SECTION City of Fort Collins — Soft Gold Park Park Planning & Development Division i I SECTION 01310 — CONSTRUCTION SCHEDULES Page 4 of 4 .DMSION 1 SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL 1.01 Shop Drawings A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing. B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates, and similar Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36 inches. 7. Submittal: Submit 3 blue- or black -line prints and 2 additional prints where required for maintenance manuals, Plus the number of prints needed by the Contractor for distribution. The Owner's Representative will retain 2 prints and return the remainder. a. One of the prints returned shall be marked up and maintained as a "Record Document." 8. Do not use Shop Drawings without an appropriate final stamp indicating action taken. 1.02 Product Data A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams, and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information: a. Manufacturer's printed recommendations. b. Compliance with trade association standards. c. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. f. Notation coordination requirements. 2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. 3. Preliminary Submittal: Submit a preliminary single copy of Product Data where selection of options is required. 4. Submittals: Submit 2 copies of each required submittal; submit 4 copies where required for maintenance manuals plus additional copies as needed by the Contractor for distribution. The City of Fort Collins SECTION 01330 -SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Park Planning & Development Division Page 1 of 3 City of Fort Collins Purchasing Financial Services Purchasing Division 215 N. Mason St. 2ntl Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR FOSSIL CREEK TRAIL AT STANTON CREEK BID NO. 7289 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS OCTOBER 13, 2011 — 3:00 P.M. (OUR CLOCK) Owner will retain one and will return ,the other marked with action taken and corrections or modifications required. 5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. a. Do not proceed with installation until a copy of Product Data is in the Installers possession. b. Do not permit use of unmarked copies of Product Data in connection with construction. I 1.03 Samples A. Submit full-size, full -fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. 1. Mount or display Samples in the manner to facilitate review of qualities indicated. Include the following: i a. Specification Section number and reference. b. Generic description of the Sample. c. Sample source. d. Product name or name of the manufacturer. e. Compliance with recognized standards. f. Availability and delivery time. 2. Submit Samples for review of size, kind, color, pattern, and texture. Submit Samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed. a. Where variation in color, pattern, or other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations. b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. c. Refer to other Sections for Samples to be returned to the Contractor for incorporation in the Work. Such Samples must be undamaged at time of use. On the transmittal, indicated special requests regarding disposition of Sample submittals. d. Samples not incorporated into the Work, or otherwise designated as the Owner's property, are the property of the Contractor and shall be removed from the site prior to Substantial Completion. 3. Preliminary Submittals: Submit a full set of choices where Samples are submitted for selection of color, pattern, texture, or similar characteristics from a range of standard choices. The Owner will review and return preliminary submittals with the Owner's notation, indicating selection and other action. 4. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit 3 sets. The Owner will return one set marked with the action taken. 5. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons throughout the course of construction. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. b. Sample sets may be used to obtain final acceptance of the construction associated with each set. City of Fort Collins SECTION 01330 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Park Planning & Development Division Page 2 of 3 B. Distribution of Samples: Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for performance of the Work. Show distribution on transmittal forms. 1.04 Quality Assurance Submittals A. Submit quality -control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality -control submittals as required under other Sections of the Specifications. B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements. 1. Signature: an officer of the manufacturer or other authorized individual shall sign Certification documents. C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division 1 Section "Quality Control and Testing," and in the applicable technical specifications. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION City of Fort Collins SECTION oum —SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Park Planning & Development Division Page 3 of 3 IDMSION 1 SECTION 01340 - SURVEY DATA PART 1 - GENERAL 1.01 Survey Requirements A. The City will provide surveying. B. Contractor will be responsible for the cost of misplaced or damaged survey monuments, pins or stakes provided by the City. 1.02 Submittals A. Submit to City all survey data with other documentation required for final acceptance. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION City of Fort Collins I ISECTION 01340 - SURVEY DATA Park Planning & Development Division Page 1 of 1 'DIVISION 1 SECTION 01450 - QUALITY CONTROL AND TESTING PART 1-GENERAL 1.01 General A. Provide such equipment and facilities as the City may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product that becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the OWNER. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.02 City's Responsibilities A. City of Fort Collins shall be responsible for and shall pay all costs in connection with the following testing: 1. Soils compaction tests. 2. Trench & Structural backfill. 3. Pipe and structural bedding. 4. Tests not called for by the Specifications of materials delivered to the site. 5. Concrete, mortar and grout tests. 6. Pavement tests 1.03 Contractor's Responsibilities A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All re -testing for Work or materials found defective or unsatisfactory, including tests covered by 1.02 above. 3. Testing of pipe. 4. Vacuum testing of manholes. 5. Concrete materials and mix designs. 6. Asphalt materials and mix designs 7. Gradation tests for embedment, fill and backfill materials. City of Fort Collins SECTION 01450 — QUALITY CONTROL AND TESTING Park Planning & Development Division Page 1 of 2 Material Substitution - any test for basic material or fabrication of equipment offered as a substitution for a specified item on which a test may be required in order to prove it compliant with the specifications. Nothing contained herein is intended to imply that the Contractor does not have the right to have tests performed on any material at any time for his/her own information and job control so long as the Owner does not assume responsibility for the cost or for giving them consideration when appraising quality materials. 1.04 Transmittal of Test Reports A. Submit 2 copies of each report of tests and engineering data furnished by the Contractor for City Representative's review. The Owners Representative will retain one and will return the other marked with action taken and corrections or modifications required. B. The testing laboratory retained by the OWNER will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the City Representative and one (1) copy to the Contractor within seven (7) days after each test is completed. 1.05 Contractor's Quality Control System A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the City. Contractor's control system shall specifically include all testing required by the various sections of the Specifications. B. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. C. Records: maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the City and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to City in a reasonable time. D. Pipe alignment and grade is to be maintained through the use of suitable surveying instruments or laser equipment operated continuously during construction. , Horizontal tolerances of+ 0.3 feet and vertical tolerances of+ 0.1 feet maximum deviation from plan and construction staking are to be maintained, except that visible "snaking" of the horizontal alignment and changes in directions of slope will not be permitted. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION City of Fort Collins SECTION 01450 —QUALITY CONTROL AND TESTING Park Planning & Development Division Page 2 of 2 DIVISION 1 SECTION 01500 - TEMPORARY CONTROLS 1.01 Noise Control A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.02 Dust Control A. Dusty materials in piles or in transit shall be covered to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.03 Pollution Control A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.04 Erosion Control A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to the greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. END OF SECTION City of Fort Collins SECTION 01500 -TEMPORARY CONTROLS Park Planning & Development Division Page 1 of 1 DIVISION 1 SECTION 01510 - TEMPORARY UTILITIES PART 1-GENERAL 1.01 Utilities A. Furnish all utilities necessary for construction including, but not limited to temporary electric power and pay all cost associated with utilities during and used for the contract period. All temporary utilities installation shall meet the construction safety requirements of OSHA, State and local governing agencies. 1.02 Water A. Contractor is responsible for obtaining water for construction and shall pay all costs associated with establishing a temporary meter used during construction. 1.03 Sanitary Facilities A. Furnish temporary sanitary facilities at the site in the vicinity of the construction for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure sanitary facilities from public view to the greatest extent practical. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION City of Fort Collins SECTION 01510 -TEMPORARY UTILITIES Park Planning & Development Division Page 1 of 1 DIVISION 1 SECTION 01570 -TRAFFIC CONTROL PART 1-GENERAL 1.01 General A. Traffic Control necessary to complete the project as depicted in the plans and specifications will be provided by the Contractor and will not be paid for separately. B. The Contractor must submit traffic control plans and coordinate all traffic control with the City's Traffic Control Coordinator as well as any other agencies with R.O.W. jurisdiction. The traffic control plans must be submitted and approved 72 hours prior to starting construction and before making each modification. C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having jurisdiction. D. Limited closures may be permitted for short periods up to three days to allow installation of concrete pavement. Closures must be requested and approved 72 hours prior to anticipated closure. E. Limited alternating one-way traffic operation may be permitted during the hours from 9:00 A.M. to 3:30 P.M. One-way traffic operation must be requested and approved 72 hours prior to anticipated operation. F. At all times, Contractor must maintain two-way traffic with a minimum of one lane of traffic in each direction. Limited closures may be allowed. G. The Contractor must coordinate with adjacent residents to provide and maintain them sufficient access during the duration of the project. It will be the Contractor's responsibility to coordinate and communicate with the residents during construction. H. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. 1. Keep fire hydrants and utility control devices free from obstruction and available for use at all times. J. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. K. Provide and maintain temporary approaches or crossings at streets, businesses, and residences. L. Keep roads open and in acceptable condition, unless closure or detour has been approved by City's Traffic Control Coordinator 72 hours prior to closure or detour. M. Define a temporary pedestrian access route for children coming from the surrounding neighborhoods. This pedestrian access route shall be located outside of the project limits. The pedestrian access route shall be kept free of excavated material, construction equipment, pipe, and other materials. 1.02 Traffic Control Plan A. Submit a detailed traffic control plan to Traffic Control Coordinator for review and acceptance. Plan must be accepted 72 hours prior to work commencing at the site. Maintain the accepted plan throughout all phases of construction. Provide copy to Owner prior to submittal. I. Notify police, sheriff, ambulance services, and fire authorities of traffic control plan and the schedule of it. Distribute copies if requested. City of Fort Collins SECTION 01570 -TRAFFIC CONTROL Park Planning & Development Division Page 1 of 2 1.03 Flaggers A. Required where necessary to provide for public safety, or the regulation of traffic, or by jurisdictional authorities. B. Shall be properly equipped and licensed. 1.04 Warning Signs and Lights A. Provide suitable barricades and warning signs for: 1. Open trenches and other excavations. 2. Obstructions, such as material piles, equipment, piled embankment. B. Illuminate by means of warning lights all barricades and obstructions from sunset to sunrise. C. Protect roads and driveways by effective barricades on which are placed acceptable warning signs. 1.05 Parking A. Provide suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with private property, public traffic, City's operations, or construction activities. Such parking shall occur on the project site or another suitable location, approved by the City. 1.06 Roadway Usage between Operations A. 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 City and all authorities having jurisdiction over any properties involved. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION City of Fort Collins SECTION 01570 -TRAFFIC CONTROL Park Planning & Development Division Page 2 of 2 Dj I S )N 1 1 SECTION 01600 — MATERIALS AND EQUIPMENT PART 1-GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 Summary A. This Section includes administrative and procedural requirements governing the Contractor's selection of products for use in the Project. 1.03 Definitions A. Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structure," "finishes," "accessories," and similar terms. Such terms are self-explanatory and have well -recognized meanings in the construction industry. 1. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "systems," and terms of similar intent. 2. "Materials' are products substantially shaped, cut, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed to form a part of the Work. 3. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping. 1.04 Submittals A. Product List: Prepare a list showing products specified in tabular form acceptable to the Owner. Include generic names of products required. Include the manufacturer's name and proprietary product names for each item listed. Coordinate product list with the Contractor's Construction Schedule and the Schedule of Submittals. 2. Form: Prepare product list with information on each item tabulated under the following column headings: a. Related Specifications Section number. b. Generic name used in Contract Documents. C. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. 3. Initial Submittal: Within 30 days of date commencement of the Work, submit 3 copies of an initial product list. Provide a written explanation of omissions of data and for known variations from Contract requirements. 4. Complete List: Within 60 days after date of commencement of the Work, submit 3 copies of the completed product list. Provide a written explanation for omissions of data and for known variations from Contract requirements. City of Fort Collins SECTION 01600 — MATERIALS AND EQUIPMENT Park Planning & Development Division Page 1 of 3 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 5. Owner's Action: The Owner will respond in writing to Contractor within 2 weeks of receipt of the completed product list. No response within this period constitutes no objection to listed manufacturers or products, but does not constitute a waiver of the requirement that products comply with Contract Documents. The Owner's response will include a list of unacceptable product selections, containing a brief explanation of reasons for this action. 1.05 Quality Assurance A. Source Limitations: To the fullest extent possible, provide products of the same kind from a single source. B. Compatibility of Options: When the Contractor is given the option of seeking between 2 or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. C. Foreign Product Limitations: Except under one or more of the following conditions provide domestic products, not foreign products, for inclusion in the Work: 1. Not available domestic product complies with the Contract Documents. 2. Domestic products that comply with the Contract Documents are available only at prices or terms substantially higher than foreign products that comply with the Contract Documents. 1.06 Product Delivery, Storage and Handling A. Delivery, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. 1. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Delivery products to the site in an undamaged condition in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover in a weather -tight enclosure, with ventilation adequate to prevent condensation. PART 2-PRODUCTS 2.01 Product Selection A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, new at the time of installation. B. Product Selection procedures: The Contract Documents and governing regulations govern product selection. Procedures governing product selection include the following: 1. Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. No substitutions will be permitted. 2. Semiproprietary Specification Requirements: Where Specifications name 2 or more products or manufacturers or where Specifications specify products or manufacturers by name, accompanied by the term "or equal" or "or approved equal," provide one of the products listed or comply with City of Fort Collins SECTION 01600 — MATERIALS AND EQUIPMENT Park Planning & Development Division Page 2 of 3 the Contract Document provisions concerning "substitutions" or obtain approval for use of an unnamed product. 3. Nonproprietary Specification Requirements: When Specifications list products or manufacturers that are available and may be incorporated in the Work, but do not restrict the Contractor to use these products only, the Contractor may propose any available product that complies with Contract requirements. Comply with Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. 4. Descriptive Specification Requirements: Where Specifications describe a product or name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. 5. Compliance with Standards, Codes, and Regulations: Where Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes, or regulations specified. 6. Visual Matching: Where Specifications require matching an established Sample, the Owner's decision will be final on whether a proposed product matches satisfactorily. 7. Visual Selection: Where specified product requirements include the phrase "... as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Owner will select the color, pattern, and texture from the product line selected. PART 3 - EXECUTION 3.01 Installation of Products A. Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work. END OF SECTION City of Fort Collins SECTION 01600 — MATERIALS AND EQUIPMENT Park Planning & Development Division Page 3 of 3 DIVISION I _ SECTION 01700 -CONTRACT CLOSEOUT PART 1 -GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including general and supplementary conditions and other Division I specification sections, apply to this section. 1.02 Summary A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following: 1. Inspection procedures. 2. Project record document submittal. 3. Operation and maintenance manual submittal. 4. Submittal of warranties. 5. Final cleaning. B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. 1.03 Substantial Completion A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request. 1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. 2. Advise the Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents. 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Submit record drawings, maintenance manuals, final project photographs, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra stock, and similar items. 7. Make final changeover of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements. 9. Complete final cleanup requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred, exposed finishes. City of Fort Collins SECTION 01700 —CONTRACT CLOSEOUT Park Planning & Development Division Page 1 of 5 B. Inspection Procedures: On receipt of a request for inspection, the Owner will either proceed with inspection or advise the Contractor of unfilled requirements. The Owner will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. If the Owner's Representative determines that the work is not substantially complete at the time of review or that deficiencies remain at time of compliance review, the Contractor shall pay for the additional review(s) by Owner's Representative. 2. Results of the completed inspection will form the basis of requirements for final acceptance. 1.04 Status after Substantial Completion A. The date of substantial completion marks the beginning of the maintenance period defined in Section 02970 — Planting Maintenance. B. During maintenance period, the following conditions hold: 1. Insurance: Same as during construction. 2. Electricity and Irrigation Water: Supplied by Owner, as installed by Contractor under this contract. 3. Bonds: Remain in effect. 4. Retainage: Same as during construction. 1.05 Final Acceptance A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. 1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to the Contract Sum. 3. Submit a certified copy of the Owner's final inspection list of items to be completed or corrected, endorsed and dated by the Owner. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance and shall be endorsed and dated by the Owner. 4. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion or when the Owner took possession of and assumed responsibility for corresponding elements of the Work. 5. Submit consent of surety to final payment. 6. Submit a final liquidated damages settlement statement. 7. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Reinspection Procedure: The Owner will reinspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the Owner. 1. Upon completion of reinspection, the Owner will prepare a certificate of final acceptance. If the Work is incomplete, the Owner will advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2. If necessary, reinspection will be repeated. 1.06 Record Document Submittals A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for the Owners reference during normal working hours. City of Fort Collins SECTION 01700- CONTRACT CLOSEOUT Park Planning & Development Division Page 2 of 5 B. Record Drawings: Maintain a clean, undamaged set of blue or black line whiteprints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change -order numbers where applicable. 4. Organize record drawing sheets into manageable sets. Bind sets with durable -paper cover sheets; print suitable titles, dates, and other identification on the cover of each set. 5. Prior to Contract Closeout, obtain from the Owner a reproducible Mylar copy of the Drawings. Using technical drafting pen, duplicate information contained on the Record Drawings maintained on site. Label each sheet "Record Drawing." On the first sheet, the Contractor or resident Superintendent shall execute the following statement: "Having reviewed this document and all attachments, I affirm that, to the best of my knowledge, the information presented here is true and accurate." Signed: Position: Date: C. Record Specifications: Maintain one complete copy of the Project Manual, including addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during construction. 1. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. 2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation. 3. Note related record drawing information and Product Data. 4. Upon completion of the Work, submit record Specifications to the Owner. D. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of record drawings and Specifications. 1. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations. 2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation. 3. Upon completion of markup, submit complete set of record Product Data to the Owner. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record keeping and submittals in connection with actual performance of Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify City of Fort Collins SECTION 01700 - CONTRACT CLOSEOUT Park Planning & Development Division Page 3 of 5 miscellaneous records properly and bind or file, ready for continued use and reference. Submit to the Owner. F. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual, heavy-duty, 2-inch (5I-mm), 3-ring, vinyl -covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: 1. Emergency instructions. 2. Spare parts list. 3. Copies of warranties. 4. Wiring diagrams. 5. Recommended "tum-around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data. 8. Fixture lamping schedule. 1.07 Warranties and Bonds A. Provide duplicate notarized copies. Maintain copies of all Contractor's submittals and assemble documents executed by subcontractors, suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. B. Submit material prior to final application for payment. For items of Work delayed materially beyond date of substantial completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.08 Final Payment A. At the end of maintenance period, submit written certification that Contract Documents Work has been reviewed and that Work is complete in accordance with Contract Documents and ready for Owner Representative's review. B. In addition to submittals required by the conditions of the Contract provide submittals required by governing authorities, and submit a final statement of accounting giving total adjusted Contract Sum, previous payments and sum remaining due. C. Owner's Representative will issue a final Change Order reflecting approved adjustments to Contract Sum not previously made by Change Order. D. Retainage will be held until advertisement for liens and encumbrances is completed. PART 2 — PRODUCTS (Not Applicable) PART 3 — EXECUTION 3.01 Closeout Procedures A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1. Maintenance manuals. 2. Record documents. 3. Spare parts and materials. 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. City of Fort Collins SECTION 01700 - CONTRACT CLOSEOUT Park Planning & Development Division Page 4 of 5 10. Cleaning. 11. Warranties and bonds. 12. Maintenance agreements and similar continuing commitments. B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Startup. 2. Shutdown. 3: Emergency operations. 4. Noise and vibration adjustments. 5. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization. 3.02 Final Cleaning A. General: The General Conditions require general cleaning during construction. Regular site cleaning is included in Division 1. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion. C. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction. 1. Remove labels that are not permanent labels. 2. Clean transparent materials, including mirrors and glass in doors and windows. 3. Clean exposed exterior and interior hard -surfaced finishes to a dust -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. 4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 5. Clean the site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even -textured surface. D. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not bum waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully. 1. Where extra materials of value remain after completion of associated Work, they become the Owners property. Dispose of these materials as directed by the Owner. END OF SECTION 01700 City of Fort Collins SECTION 01700 - CONTRACT CLOSEOUT Park Planning & Development Division Page 5 of 5 DIVISION 1 SECTION 01800 — DEFINITION OF BID ITEMS The following items describe the scope of work for this contract and are further clarified through limit -of -work lines, notes on the drawings and specifications. The work described in each Bid Item may contain work from one or several technical specifications sections. Contractor shall refer to the technical specifications that apply to the individual components. Bid Items 1 — Mobilization This work includes the mobilization of personnel, equipment and supplies at the project site(s) in preparation for work on the project, as well as the establishment of the Contractor's office, buildings and other necessary facilities, and all other costs incurred or labor and operations which must be performed prior to beginning the other items under the Contract. This item shall also include marshalling, disassembly and security of all items indicated on the plans or specifications. Payment will be made as Work progresses. Payment for this item will follow in accordance with CDOT Standard Specifications for Road and Bridge Construction, Section 626. The total amount for mobilization shall not exceed five percent (5%) of the total bid. Bid Items 2 — Erosion Control Contractor shall install and maintain erosion control items during construction in accordance with the Drawings and Specifications including, but not limited to Sections 107 and 208 of the most current CDOT Road & Bridge Construction Manual, construction entrance, silt fence, concrete washout, bales, etc. Contractor also shall obtain a State of Colorado Stormwater Discharge Permit as part of the erosion control. State of Colorado Stormwater Discharge Permit application will be provided by the City of Fort Collins. This permit takes approx. 10 days to receive from the time of submittal and needs to be on -site before the project can start. Bid Item 3 — Topsoil Remove/Replace Contractor shall furnish all labor, materials and equipment to strip, stock, distribute, rough grade, and fine grade (4" thick) topsoil from limits of grading. Bid amount includes all labor, material and equipment fora complete item in accordance with the Drawings and Specifications. Bid Item 4 — Unclassified Excavation Contractor shall furnish all labor, materials and equipment for site excavation including stockpiling, distribution, removal of debris and haul and disposing of all excess material per Drawings and Specifications. Bid Item 5 — Trail Stabilization — CDOT #357 The unit price for this item shall include supplying and placing trail stabilization in wetlands in accordance with the Drawings and Specifications or as otherwise directed by the ENGINEER. Bid Items 6 — Colored Concrete Paving — 5" Thick Contractor shall fumish all labor, materials and equipment to install concrete paving in accordance with the Drawings and Specifications. The unit price includes sub -grade preparation which consists of ripping soil to 8" and re -compacting to 95% proctor, installation of 5" thick (4,000 psi) standard concrete with fiber mesh reinforcement, and integral color additive equaling 2 lbs. per sack of Yosemite Brown color, forming; furnishing and applying curing compounds; finishing and edging the concrete surfaces; joints and joint materials; furnishing and compacting base course as required for preparation of a stable sub base; and all other related and necessary materials, work, and equipment required to construct the flatwork areas in accordance with the Drawings and Specifications. Bid Items 7 — Concrete Paving — 5" Thick Contractor shall furnish all labor, materials and equipment to install concrete paving in accordance with the Drawings and Specifications. The unit price includes sub -grade preparation which consists of ripping soil to 8" and re -compacting to 95% proctor, installation of 5" thick (4,000 psi) standard concrete with fiber mesh reinforcement, forming; furnishing and applying curing compounds; finishing and edging the concrete surfaces; joints and joint materials; furnishing and compacting base course as required for preparation of a stable sub base; and all other City of Fort Collins Section 01800 - Definition of Bid Items Park Planning & Development Division Page 1 of 3 related and necessary materials, work, and equipment required to construct the flatwork areas in accordance with the Drawings and Specifications. Bid Items 8 — 2' and 4' Concrete Walls Contractor shall furnish all labor, materials and equipment to install a 2' high wall and 4' high wall in accordance with the Drawings and Specifications. The unit price includes sub -grade preparation which consists of ripping soil to 8" and re -compacting to 95% proctor, installation of 2' wall and 4' wall with (4,500 psi) concrete, rebar and integral color additive equaling 2 lbs. per sack of Yosemite Brown color, forming; furnishing and applying curing compounds; finishing and edging the concrete surfaces; joints and joint materials; furnishing and compacting base course as required for preparation of a stable sub base; and all other related and necessary materials, work, and equipment required to construct the flatwork areas in accordance with the Drawings and Specifications. Bid Item 9 —12" RCP Culvert with F.E.S (C.I.P.) Contractor shall furnish all labor, materials and equipment to install 2(two) 12" RCP with flared end sections under the proposed 6' and 10' trail per City of Fort Collins standard and specification in the location shown on the drawing. Bid Item 10 — (2) 12" RCP Culvert with 12" Headwalls (C.I.P.) Contractor shall furnish all labor, materials and equipment to install 12" RCP with 12" gray concrete headwalls under the proposed 10' trail per City of Fort Collins standard and specification in the location shown on the drawing Bid Item 11 — 18" RCP Culvert with 18" F.E.S. (C.I.P.) Contractor shall furnish all labor, materials and equipment to install 18" RCP with flared end sections under the proposed 10' trail per City of Fort Collins standard and specification in the location shown on the drawing. Bid Item 12 — Buried Rip Rap Protection 6'x6'x18" Contractor shall furnish all labor, materials and equipment to construct a buried rip rap protection in accordance to the drawings and specifications. Bid Item 13 — Buried Rip Rap Protection 8'x6'x18" Contractor shall furnish all labor, materials and equipment to construct a buried rip rap protection in accordance to the drawings and specifications.. Bid Item 14 — Pedestrian Bridge Abutment w/ Helix Pier System Contractor shall furnish all labor, materials and equipment to construct a helical pier bridge abutment for the pedestrian bridge(s) in accordance to the drawings and specifications. Bid Item 15 — 30 Foot Pedestrian Prefabricated Bridge Contractor shall furnish all labor, materials and equipment to install 2(two) 10' wide by 30' long pedestrian bridges in accordance to the drawings and specifications. Bid Item 16 — 55 Foot Pedestrian Prefabricated Bridge Contractor shall furnish all labor, materials and equipment to install a 12' wide by 55' long pedestrian bridge in accordance to the drawings and specifications. Bid Item 17 —60 Foot Pedestrian Prefabricated Bridge Contractor shall furnish all labor, materials and equipment to install a 12' wide by 60' long pedestrian bridge in accordance to the drawings and specifications. Bid Item 18 — 4' Privacy Fence Contractor shall furnish all labor, materials and equipment to install a 4' high shadow box cedar privacy fence adjacent to the new 2' concrete retaining wall in accordance to the drawings and specifications. City of Fort Collins Section 01800 - Definition of Bid Items Park Planning & Development Division Page 2 of 3 Bid Items 19 — Landscape Restoration — Seed Mix #1 Contractor shall provide all soil preparation; fine grading; fertilizer; herbicide; seed; labor; hydro -mulching and equipment to seed any area disturbed during construction in accordance with the Drawings and Specifications. Bid Items 20 — Landscape Restoration — Seed Mix #2 Contractor shall provide all soil preparation; fine grading; fertilizer; herbicide; seed; labor; hydro -mulching and equipment to seed any area disturbed during construction in accordance with the Drawings and Specifications. END OF SECTION END OF DIVISION 1 City of Fort Collins Section 01800 - Definition of Bid Items Park Planning & Development Division Page 3 of 3 SECTION 00020 INVITATION TO BID DMSION 2 SECTION 02100 - MOBILIZATION PART 1-GENERAL 1.01 Work Included A. Prepare the site for construction. B. Move in and move out personnel and equipment. C. Set up and remove temporary offices, buildings, facilities and utilities. 1.02 Site Conditions A. The City has provided the right-of-way, easement or project site for all permanent access or permanent construction for the project. Any additional access, access right-of-way, construction areas, or additional needed land which may be involved in the construction of this project shall be the responsibility of the Contractor. B. The land owned by the City may be used as site headquarters, storage yard, or base of operations provided that the use of said land meets with all of the requirements and restrictions imposed by the City at the time of usage. 1.03 Site Preparation for Contractor Occupancy A. The Contractor shall provide all temporary facilities as required for performing the work. The Contractor shall secure and maintain proper storage areas for equipment and materials in locations she/he may deem necessary for the proper execution of the job as approved by the City Representative. No storage yard or project headquarters site may be utilized in conflict with objections from the adjacent property owners unless the Contractor obtains from the City specific written permission for such objectionable use. No objectionable material will be allowed to blow from, wash off or drain off of any storage yard on to adjacent property. B. The Contractor shall maintain all storage yards in as neat and orderly a manner as possible, allowing no accumulation of waste materials or disposal piles. The Contractor may construct a temporary security fence for the protection of materials, tools, and equipment. The fence shall be maintained during the construction period. Upon completion of work, the security fence shall be removed from the site. The Contractor shall provide adequate parking facilities within the designated area for personnel working on the project. C. The Contractor shall obtain the necessary permits for connection to necessary services provided by utility companies serving the project area. D. Materials, equipment, and work required for temporary storm water management during the construction period shall be provided by the Contractor as required to ensure public safety and to protect the work in progress and materials stored on site. 1.04 Damage or Use -Fee Claims A. Any damage or use -fee claims filed against the Contractor may become a part of the final settlement of this project and may be cause for delay of final acceptance or delay of final payment. City of Fort Collins Section 02100 —Mobilization Park Planning and Development Division Page 1 of 2 PART 2 - NOT USED PART 3 - EXECUTION 3.01 Obstructions A. The location of some utilities and obstructions may not be shown. Bidders are advised to carefully inspect the existing facilities before preparing their proposals. The removal and replacement of minor obstructions such as electrical conduits, air, water, and waste piping and similar items shall be anticipated and accomplished, even though not shown or specifically mentioned. Major obstructions encountered that are not shown on the Contract Drawings or could not have been foreseen by visual inspection of the site prior to bidding should immediately be brought to the attention of the City Representative. The City Representative will make a determination for proceeding with the work. If the City Representative finds that the obstruction adversely affects the Contractor's costs or schedule for completion, a proper adjustment to the Contract will be made in accordance with the General Conditions. 3.02 Demolition A. Any pipes or existing structures encountered during construction shall be preserved until accepted for removal by the City Representative. The Contractor shall be required.to repair pipes or structures in use that are damaged during construction at no cost to the City. The removal of abandoned pipes shall be reviewed by the City Representative. 3.03 Removal and Salvage of Materials A. The Contractor shall carefully remove materials specified to be reused or salvaged so as not to damage the material. Reuse by the Contractor of salvaged material will not be permitted, except as specifically shown or specified herein. Existing materials to be removed or replaced and not specifically designated for salvage shall become the property of the Contractor. Provide and maintain dust tight temporary partitions, bulkheads, or other protective devices during the construction to permit normal operation of the existing facilities. Construct partitions of plywood, insulating board, plastic sheets, or similar material. END OF SECTION City of Fort Collins Section 02100 —Mobilization Park Planning and Development Division Page 2 of 2 DIVISION 2 SECTION 02200 - EARTHWORK AND GRADING PART 1 —GENERAL 1.01 Description of Work A. The Contractor shall provide all labor, materials and equipment necessary to perform the work items called for on the bid schedule. B. The Contractor shall perform all excavation regardless of the type, nature, or condition of material encountered, as specified or required in order to accomplish the construction. 1.02 City Furnished Materials A. None, unless otherwise noted on the Bid Schedule. 1.03 Site Conditions A. The Contractor shall satisfy himself as to the kind and type of soil to be encountered and any water conditions that might affect the construction of the project. B. The locations of existing utilities are shown in an approximate way only and not all utilities may be shown. The Contractor shall determine the exact location of all existing utilities prior to commencing work. The Contractor shall be fully responsible for any and all damages that might be occasioned by his failure to exactly locate and preserve any and all utilities. If utilities are to remain in place, the Contractor shall provide adequate means of support and protection during construction. C. Should drawn, or incorrectly drawn, piping or other utilities be encountered during excavation, the Contractor shall advise the City within thirty (30) minutes of encountering the utility. The Contractor shall cooperate with the City and utility companies in keeping respective services and facilities in operation to the satisfaction of the respective owners. The City reserves the right to perform any and all work required should the Contractor fail to cooperate with the respective companies, and back charge the Contractor for any and all expenses. D. The Contractor shall provide barricades and signs in accordance with the Uniform Manual of Traffic Control Devices where applicable. The Contractor shall maintain all devices in a working manner. 1.04 Fill Material A. Excess fill material, including rock, gravel, sod, broken concrete or asphalt, plaster, etc., shall be hauled off the site and disposed of in accordance with applicable State and local regulations. B. Additional fill material, if required, shall be hauled to the site from off the site as a necessary part of the work. Material composition shall be subject to the requirements of the specifications. 1.05 Testing and Inspections Coordinate and schedule testing with Owner's Representative. City of Fort Collins Section 02200 — Earthwork and Grading Park Planning & Development Division Page 1 of 4 PART 2 - MATERIALS 2.01 Soil Materials A. Coarse -grained soils free from debris, roots, organic material, and non -mineral matter containing no particles larger than 4-inch size and classified as either: 1. Sands with fines (SM, SC) and less than 25 percent of the soil particles passing the No. 200 sieve, or 2. Clean sands (SW, SP) 3. Native soils as determined acceptable by the Owner's Representative. PART 3 - EXECUTION 3.01 Preparation A. Field measurements: Before commencing work, locate all baselines and coordinates required for control of the work; establish required grade staking for control of excavation, fill and embankment construction. Field verify by excavation the location all utility crossings, service connections, and connections to existing lines before proceeding with earthwork. B. Layout Lines and Levels: 1. Before earthwork operations are started, all construction items shall be completely staked out for the Owner's approval. C. Removal of Top Soil: Strip existing earthen material (topsoil) to a depth of inches over the entire site. Stockpile on site in area approved by Owner's Representative. Keep topsoil segregated. Place, grade, and shape stockpile for proper drainage. 3.02 Excavation A. Prior to beginning excavation operations, accomplish all site preparation in accordance with the specifications. Perform excavation of every description to conform to the grades and elevations per the plans and/or specifications. 3.03 Clearing the Site A. All areas underlying new structures, paved areas, site fills and embankments shall be cleared of stumps, shrubs, brush, and other vegetative growth. B. Any material containing roots, grasses and other deleterious or organic matter generally found in the top six inches of undisturbed natural terrain shall be stripped from all areas requiring excavation, grading, trenching, subgrade preparation for foundations and embankment work. The City will require stripped top soil deemed suitable for spreading over the finished grades to be stockpiled and preserved until the finished grading operation, at which time it shall be spread uniformly over areas to be seeded or sodded. C. Upon completion of the project, phase of the project, or termination of the use of any particular area, site, storage yard right-of-way or easement, the Contractor shall promptly and neatly clean up the area and re-establish the ground to the contours required by the project or conditions prior to project commencement. City of Fort Collins Section 02200 — Earthwork and Grading Park Planning & Development Division Page 2 of 4 3.04 Earth Fill Construction A. The Contractor shall perform all grading to the lines and grades specified and/or established by the Owner's Representative, with an appropriate allowance for topsoil. All slopes shall be free of all exposed roots and stones exceeding 3-inch diameter, which are loose and liable to fall. Tops of banks shall be rounded to circular curves not less than 6-feet in radius. B. Rounded surfaces shall be neatly and smoothly trimmed. Topsoil shall be replaced to a depth of 4-inches in areas to be revegetated. C. The Contractor shall protect the fill against freezing when atmospheric temperature is less than 35 degrees F (1 degree Q. 3.05 Compaction A. The Contractor shall meet minimum percentage density specified for each area classification as follows. Percentage of Maximum Density Requirements: Compact soil to not less than the indicated percentages of maximum density relationship determined in accordance with ASTM D 698. Paved Areas, Utilities and Sidewalks - 95 percent 2. Unpaved Areas - 90 percent B. Control moisture content within 2% of optimum moisture content as determined by ASTM D 698. Where subgrade or layer of soil material is too dry to permit compaction to the specified density, uniformly apply water to surface of cut area, subgrade, or loosely placed layer of soil material. Mix soil and applied water by blading, disking, or other methods to achieve uniform moisture content throughout the soil mass to be compacted. C.. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by disking, harrowing or pulverizing until moisture content is reduced to a satisfactory value. D. Puddling is not an acceptable method of compaction. 3.06 Grading A. Paved Areas: Immediately prior to placing structural pavements, shape area to the required lines, grades, and limits to provide the finished elevations indicated and roll with an approved heavy vibratory roller until compacted to the specified density. Maintain moisture content within 2% of optimum during final rolling and until subgrade is covered by subsequent construction. Remove loose material and protect subgrade until covered. The subgrade under all paved areas shall conform to the proposed subgrade elevations of the trail. B. Landscape Area and Remainder of Site: 1. Rough grade areas to 4 inches below finish grade. After rough grading is finished, compacted and approved, scarify area to a depth of at least 6 inches. 2. Place previously stockpiled topsoil in all areas within the limits of the project not indicated to receive subsequent foundations, slabs on grade, walks, safety surfacing or other similar materials. City of Fort Collins Section 02200 — Earthwork and Grading Park Planning & Development Division Page 3 of 4 3. Uniformly distribute topsoil on the disturbed area and evenly spread to a thickness of 4 inches deep after light compaction. Perform spreading so that planting can proceed with little additional soil preparation or tillage. Do not place topsoil when subgrade is frozen, excessively wet, extremely dry or in a condition otherwise detrimental to specified grading, seeding and planting specifications. C. Finish Grading: I. Grade all excavated sections, filled sections, construction disturbed areas and adjacent transition areas to finish elevation. Make finished surfaces smooth, compacted and free from irregular surface changes. 2. Unless indicated otherwise on drawings, finish grade area adjacent to sidewalks and pavements to %2 inch below finish elevation of sidewalk and pavement. 3. Remove all construction debris. Grades not otherwise indicated shall be uniform levels or slopes between such points and existing finish grade. Abrupt change in slopes shall be rounded. 3.07 Settlement A. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, the Contractor shall scarify the ground surface, re -shape, and compact to required density prior to further construction. B. Any settlement in backfill, fill, or in structures built over the backfill or fill, which may occur within the guarantee period in the General Conditions will be considered to be caused by improper compaction methods and shall be corrected at no cost to the City. Any structure damaged by settlement shall be restored to their original condition by the Contractor at no cost to the City. 3.08 Disposal of Excess Excavation and Waste Materials and Special Requirements A. The Contractor shall dispose of all excess excavated material not required for fill on -site, as directed by the Engineer. B. The Contractor shall remove and be responsible for legally disposing of excess fill material not placed on -site, waste materials, trash and debris. C. The Contractor shall conduct all site grading operations and other construction activities to minimize erosion of site soil materials. He/she shall be responsible to maintain streets/public ROW daily by removing any spillage of dirt, rocks or debris from equipment entering or leaving the site. END OF SECTION City of Fort Collins Section 02200 — Earthwork and Grading Park Planning & Development Division Page 4 of 4 ;DIVISION 2 SECTION 02221 — TRENCHING, BACKFILLING, AND COMPACTION PART 1-GENERAL 1.01 Scope Furnish all labor, materials, and equipment, and perform all operations to complete trenching, including excavation, subgrade preparation, drainage, filter fabric installation, bedding, backfilling, compacting, and finish grading for underground pipelines, service lines, sleeving, and appurtenances as shown on the drawings and as specified herein. 1.02 Related Work A. Section 02200 — Earthwork and Grading. B. Section 02520 — Portland Cement Concrete Paving. 1.03 Protection A. Obtain utility locations before commencing work. Protect all existing underground utilities, above ground structures or plantings, or repair to original condition. PART 2 MATERIALS: 2.01 Trench Backfill Material A. Trench excavation or imported material free from frozen material, stumps, roots, brush, other organic matter, cinders or other corrosive material, debris, and rocks or stones greater than 2 inches in any dimension. 2.02 Other A. Bedding, piping, filter fabric, and other materials specified on the drawings and in related sections. PART 3 EXECUTION 3.01 Preparation A. Remove and stockpile topsoil from areas to be disturbed by construction. Keep topsoil segregated from non -organic trench excavation materials and debris. 3.02 Trenching A. Excavate trenches by open cut methods. Segregate suitable backfill. Rough trench excavation will leave trench with uniform width and vertical sidewalls from an elevation one foot above the top of installed pipe to the bottom of pipe. B. Minimum trench width will provide 6 inch space between pipe wall and side of trench. Maximum trench width will be shown on the drawings or in the appropriate pipeline section. If not specified elsewhere the maximum trench width is the pipe O.D. plus 20 inches. C. Grade trench bottom to provide uniform clearance for bedding material. De -water trench. Remove loose material and foreign objects. When required, install filter fabric per manufacturer's specifications. City of Fort Collins Section 02221 — Trenching, Backfilling and Compacting Park Planning & Development Division Page 1 of 2 D. Unstable sub -grade is not expected. If unstable subgrade material is encountered, report the condition to the Owner. Remedy and payment for subgrade stabilization will be based on the actual conditions encountered. 3.03 Bedding A. Pipe will be bedded in accordance with the detailed drawings or the appropriate pipeline specification. 3.04 Backfilling and Compaction A. Backfill trench promptly after completion of pipe bedding. B. Deposit material in uniform layers with thickness commensurate with the soil encountered and the compaction equipment used. C. Compaction requirements will be made at the moisture content and will meet the densities, by zone, specified in Section 02200 — Earthwork and Grading. D. Coordinate and schedule compaction tests with City Representative. 3.05 Surface Restoration A. Restore pavements according to City of Fort Collins Standards. B. Restore landscaped areas according to Section 02900 — Landscaping. END OF SECTION City of Fort Collins Section 02221 —Trenching, Backflling and Compacting Park Planning & Development Division Page 2 of 2 - --------------------- -- DIVISION 2 SECTION 02230 — CLEARING AND GRUBBING PART 1 — GENERAL 1.01 Description of work A. This work shall consist of clearing, grubbing, removing, and disposing of all vegetation and debris within the limits of the project and such other areas as may be SHOWN ON THE DRAWINGS. This work shall also include preservation of vegetation and objects designated to remain from injury or defacement. B. The Contractor shall be responsible for the procurement of all applicable licenses, permits, and fees related to Forestry work in the City of Fort Collins as required for the specified work. PART 2 — MATERIALS — Not used PART 3 — EXECUTION 3.01 Protection of Existing Improvements A. Provide protection necessary to prevent damage to existing improvements indicated to remain in place. B. Protect improvements on adjoining properties and on City's property. C. Restore damaged improvements to their original condition, acceptable to parties having jurisdiction. D. Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction material or excavated material within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. E. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. F. Provide protection for roots over 1-1/2" diameter cut during construction operations. Coat cut faces with emulsified asphalt, or other acceptable coating, formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. G. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to parties having jurisdiction. Employ qualified tree surgeon to repair damages to trees and shrubs. Replace trees which cannot be repaired and restored to full growth status, as determined by the City. 3.02 Site Clearing A. Site clearing consists of removing and properly disposing of ground vegetation, shrubs, bushes, downed trees, and debris within the project area. B. Branches on remaining trees and bushes in the way of construction shall be trimmed outside the collar and branch bark ridge of the limb. C. Cultured shrubs, bushes, and other vegetation to remain shall be protected. D. Use only hand methods for grubbing inside drip line of trees indicated to be left standing. City of Fort Collins Section 02230 — Clearing and Grubbing Park Planning 6 Development Division Page 1 of 2 E. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. F. Place fill material in horizontal layers not exceeding 12" loose depth, and thoroughly compact to a density equal to adjacent ground. 3.03 Individual Stump Removal A. Removal of stumps will require the removal of all roots over three inches in diameter to a minimum depth of six inches below subgrade. Roots over three inches in diameter protruding from an excavated slope shall be cut flush with the excavated slope surface. 3.04 Disposal A. Disposal of clearing debris, waste materials and unsuitable or excess topsoil shall be off site at an area provided by the Contractor, at Contractor's expense, unless otherwise SHOWN ON THE DRAWINGS. B. Burning of debris on City property is not allowed. C. Remove debris from site in a timely manner. END OF SECTION City of Fort Collins Section 02230 — Clearing and Grubbing Park Planning & Development Division Page 2 of 2 SECTION 00020 INVITATION TO BID Date: September21, 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 October 13, 2011, for the Fossil Creek Trail at Stanton Creek; BID NO. 7289. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7289. The Work includes erosion control, minor earthwork, 2 new 30' pedestrian bridges, 1 new 55' pedestrian bridge, 1 new 60' pedestrian bridge, new 10' wide colored concrete trail, 2' retaining walls, a 4' shadow box privacy fencing, 4 new 12" & 18" culvert pipes, hydro -seeding and hydro -mulching for any areas disturbed by construction and surveying. 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 AM, on September 28, 2011, in Conference Room 2A at 215 N Mason Street, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. DIVISION 2 SECTION 02750 — PORTLAND CEMENT CONCRETE PAVING PART 1-GENERAL Scope A. Furnish all labor, materials, supplies, equipment, transportation, and perform all operations in connection with and reasonably incidental to complete installation of concrete paving as shown on the drawings and as specified herein. Items of work specifically included are: B. Subgrade preparation for trail C. Form work. D. Reinforcement. E. Surface finish. F. Construction, expansion and controljoints. G. Curing. H. Concrete trail Work Not Included A. Items of work specifically excluded or covered under other sections: B. Excavation and backfill. C. Earthwork and grading. D. Cast -in -place structural concrete or precast concrete, such as foundations, drainage appurtenances, and pad and building. E. Joint sealers. Related Work A. Division 2 — Site Work: a. Section 02200 — Earthwork/Grading. b. Section 02221 —Trenching, Backfilling, and Compaction. References A. ACI 301 — Specifications for Structural Concrete for Buildings. B. ASTM C33 — Concrete Aggregate. C. ASTM C150—Portland Cement. D. ASTM C260 — Air Entraining Admixtures for Concrete. E. ASTM C309 — Liquid Membrane — Forming Compounds for Curing Concrete. F. ACI 304 — Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. G. ACI 305R — Hot Weather Concreting. H. ACI 306R — Cold Weather Concreting. 1. ACI 308 — Standard Practice for Curing Concrete. City of Fort Collins SECTION 02T50 - Portland Cement Concrete Paving Park Planning & Development Division Page 1 of 8 J. ACI 309 — Recommended Practice for Consolidation of Concrete. Regulatory Requirements: A. Conform to applicable code of governing authority for paving work within public right-of-way. Tests: A. Submit proposed mix design to testing laboratory for review prior to commencement of work. For standard premix concrete mixes, the supplier's quality control records may be substituted for job mix testing. B. Provide licensed Surveyor to test forms in the floodway for accuracy prior to concrete pours. C. Concrete Testing Service: Owner will engage a testing laboratory to perform materials evaluation, testing and design of concrete mixes. All testing costs will be home by the Owner. Should any test(s) fail to meet the specifications, the cost of the failed test and all subsequent testing shall be home by the Contractor. D. Coordinate and schedule sampling testing during concrete placement with City Representative. Submittals: A. Submit product data under provisions of Section 01300 — Submittals. B. Submit data on admixtures and curing compounds. C. Submit manufacturer's data on leave -in -place construction joint form Test Panels: A. Provide a 3' x 3' test panel for finish and tooling of joints for Owner approval. Provide one panel for each pavement type specified. In casting the panels, use personnel and methods to be employed on the work. B. If sample disapproved, cast additional samples until approval is obtained. Maintain test panel on site until finished work is accepted. Test panel will represent minimum workmanship standard. C. Work completed prior to text panel approval shall be subject to removal and replacement at Owner's request. PART 2 MATERIALS 2.01 Concrete Materials: A. General: Provide materials of same brand and source throughout the project unless otherwise noted. B. Portland Cement: ASTM C150, Type I or Type 1/II, color to be 2 pounds per sack, Yosemite Brown. C. Aggregates: ASTM C33, normal weight. In addition, the combined aggregate shall comply with the following gradation, shown in percent passing. Sieve Size /<-Inch Nominal Maximum Size '/< Inch 90 — 100 3/8 Inch No. 4 No. 8 City of Fort Collins Park Planning & Development Division 60 — 80 40-60 30-45 SECTION 02750 — Portland Cement Concrete Paving Page 2 of 8 No. 16 20 — 35 No. 30 13 — 23 No. 50 5 — 15 No. 100 0-5 D. Water: Clean and not detrimental to concrete. 2.02 Form Materials: A. Slab Edges: Two by lumber permitted for surfaces not exposed to view in the final work. Use concrete -form grade hardboard, "plyform" grade plywood, or metal for forming surfaces exposed to view. Forms shall be straight and sufficiently stiff and well braced to meet line tolerances specified in Part 3. B. Keyed Joint Form: Wooden key or leave -in -place metal construction joint form. C. Form Coatings: Commercial form -coating compounds that will not bond with, stain, or adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. 2.03 Reinforcement: A. Fibermesh: Bundled, fibrillated, virgin polypropylene fibers manufactured for use in premix concrete and having the following characteristics: 1. Special Gravity: 0.91. 2. Tensile Strength: 70 to 100 ksi. 3. Fiber Lengths: %2 inch,33/a inch. 4. Accepted Materials: "Fibermesh" by Fibermesh Company of Chattanooga, TN; or "Forta CR" by Forta Corporation of Groove City, PA. B. Dowels: ASTM A615; 40 or 60 ksi yield grade, plain steel, uncoated finish; matched sleeve and cap one end. Provide dowel basket to hold dowels in parallel alignment. 2.04 Admixtures: A. General: Unless specified in the mix or directed in Part 3, no admixtures shall be used without approval of the Owner's Representative. Do not use admixtures that would result in mixing water with a concentration of more than 150 ppm of chloride ion. B. Air Entraining: ASTM C260. C. Water Reducing: ASTM C494, Type A. D. Accelerator: Nonchloride, ASTM C494, Type C or E. E. Retarder: ASTM C494, Type B or D. F. Color Agent: Yosemite Brown, Davis Colors of Los Angeles, California. 2.05 Related Materials: A. Expansion Joint Filler: ASTM D1752, closed cell polyethylene, % inch thickness. B. Curing Compound for Concrete with Coloring Agent: Davis Seal Color to match colored concrete. 2.06 Concrete Mix: A. Mix concrete in accordance with ASTM C94. City of Fort Collins SECTION 02750 — Portland Cement Concrete Paving Park Planning & Development Division Page 3 of 8 1. Provide concrete for colored pavement (FC Trail at Stanton Creek) of the following characteristics: Unit a. Compressive Strength at 28 days b. Minimum Cement c. Maximum Aggregate Size d. Fibrous Reinforcement e. Air Entrainment f. Maximum Water/Cement Ratio g. Coloring Agent h. Maximum Slump Measurement 4,000 psi 564 lb. / Cy 1 '/z inches lb. /CY 4.5% to 7.5% 0.45 per manufacturer's recommendations 4 inches B. Use accelerating admixtures in cold weather as directed in Part 3. C. Use set -retarding admixture during hot weather as directed in Part 3. D. Water reducing agent is permitted. 2.07 Selection of Proportions: A. Mix Design: Cost of concrete mix design is responsibility of Contractor. B. Selection of Proportions: Use method of ACI 301 3.9. Proportioning base on method of ACI 301 3.10 not allowed. 1. Field test records used for documentation of the average strength produced by a propos mix in accordance with ACI 301 3.9.3.2 shall, in addition to the requirements listed, comply with the following: a. The test record shall represent production concrete from a single design mix produced during the past year. b. The test record shall represent concrete proportioned to produce the maximum slur allowed by these specifications, and for air -entrained concrete, within a ±0.5% of t maximum air content allowed. 2. Mixes proportioned on the basis of trial mixtures shall meet the provisions of ACI 301 3.9.3.3. PART 3 EXECUTION 3.01 Subgrade Preparation: A. Shape and compact Subgrade to match appropriate detail. Compact to 95% density as measured by ASTM D698. Coordinate with Section 02200 — Earthwork, Article 3.05, Compaction. B. Where subgrade cannot be compacted, remove subgrade. Replace with bed course. Compact to 95% density as measured by ASTM D698. C. Moisten subgrade to minimize absorption of water from fresh concrete. Subgrade shall not be muddy, soft, frozen, or covered with standing water when concrete is placed. 3.02 Form Work: A. General: Design, construct, and brace forms in accordance with ACI 301 and ACI 347. In addition to those requirements, forms shall be placed and braced so the finished edges and joints meet the tolerances listed later in this section. Forms in the floodway shall be surveyed by a licensed Surveyor for conformation with existing grade elevation prior to concrete pour. This is a responsibility of the Contractor. City of Fort Collins SECTION 02750 — Portland Cement Concrete Paving Park Planning & Development Division Page 4 of 8 B. Preparation of Form Surfaces: 1. Clean reused forms of concrete matrix residue; repair and patch as required returning forms to acceptable surface condition. 2. Coat contact surfaces of forms with specified form -coating compound before reinforcement is placed. Apply form -coating compound according to manufacturer's instructions. Do not allow excess form -coating material to accumulate in forms or to come in contact with concrete surfaces against which fresh concrete will be placed. D. For Surfaces Exposed To View: Form faces shall be free from raised grain, tears, worn edges, patches, dents, or other defects which would impair texture of the concrete surfaces. Minimize number of seams in form material, and arrange seams in an orderly manner. 3.03 Reinforcement and Embedments: A. Fibrous Reinforcement: 1. Add fibrous concrete reinforcement to concrete materials at the time concrete is batched in amounts in accordance with approved submittals for each type of concrete required. 2. Mix batched concrete in accordance with manufacturer's recommendations for uniform and complete dispersion. 3.04 Joints: A. General: Place joints in accordance with ACI 301. Conform to the tolerances listed later in Part 3. B. Isolation/Expansion Joints: Isolation joint and expansion joint are synonymous for concrete paving. I. Place isolation joints where work abuts existing walls, curbs and structures, and where shown on the drawings. 2. Interrupt reinforcement at isolation joint. Install dowels only where indicated on drawings. 3. Joint filler shall extend full depth of the slab. Hold back filler from top of slab as required for sealant. Attach joint filler to first placement. 4. Seal all expansion joints per Section 07900. C. Keyed/Construction Joints: Keyed joint and construction joint are synonymous for concrete paving. 1. Reinforcement, if required, shall continue through the joint. 2.. Install where indicated on drawings, or where required by concrete delivery or finishing rate. 3. Key first placement. Key shall be 1 % inches wide and Y' inches deep. 4. After first placement has hardened, clean and roughen face. Install control joint form at top of slab. 5. Subject to Owner's Representative approval; manufactured leave -in -place cold joint form may be used. D. Control/Score Joint: Control joint and score joint are synonymous for concrete paving. 1. Control joints shall penetrate 1/3 of slab thickness. 2. Sawn Joints: Control joints on play area curb shall be sawn. Kerf shall be 3/16-inch wide. Start cutting as soon as concrete is able to be sawn without dislodging aggregate. Complete cutting before shrinkage cracks occur. Joints perpendicular to walls may be less than required City of Fort Collins - SECTION 02750 - Portland Cement Concrete Paving Park Planning & Development Division Page 5 of 8 depth within 6 inches of the wall, and may stop 2 inches from the wall. Wash slurry from concrete to avoid staining of slab. 3. Tooled Joints: Control joints maybe cut into the plastic concrete during finishing operations. Tooled joints shall have '/< radius, and shall not incorporate a troweled edge unless specifically noted on the drawings. 4. Formed control joints are permitted only in conjunction with keyed joints. 5. Unless otherwise indicated, provide control joints at the following intervals: Use Tyne Maximum Spacine Colored sidewalk Sawn Joints 10' c-c 3.05 Concrete: A. Preplacement Inspection: Form work installation, reinforcing steel placement, and installation of all items to be embedded or cast in, to be verified by the Owner's Representative prior to placement. B. General: Comply with ACI 301, ACI 304, and as herein specified. C. Added Water: Concrete mix has been designed to a specific water cement ratio in order to enhance durability of the final product. Do not add water at the job site or concrete will not be accepted. D. Cold Weather Placement: When depositing concrete after the first frost or when the mean daily temperatures area below 40 degrees, follow recommendations of ACI 306 as modified herein. Use specified accelerator. Maintain concrete temperature at a minimum of 55 degrees for not less than 72 hours after depositing. Do not place concrete without approval of the Owner's Representative on days when temperature at 9:00 a.m. is below 30 degrees. Job -cured cylinders for verification of strength and/or the adequacy of the Contractor's protective methods will be required. E. Hot Weather Placement: When depositing concrete in hot weather, follow recommendations of ACI 305 as modified herein. When the air temperature is expected to exceed 90 degrees, the Contractor shall obtain acceptance from the Civil Engineer or Owner's Representative of the procedures to be used in protecting, depositing, finishing, and curing the concrete. The temperature of concrete at the time of placement shall not exceed 90 degrees. Protect to prevent rapid drying. Start finishing and curing as soon as possible. Specified water reducing retarding admixture may be used. The use of continuous wetting or fog sprays may be required by the Owner's Representative for 24 hours after depositing. F. Placing: Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. Deposit concrete as nearly as practicable in its final location to avoid segregation. G. Consolidation: Consolidate concrete with internal vibrators with a minimum frequency of 7,000 rpm. Maintain one standby vibrator for every three vibrators used. Consolidate according to ACI 309. Do not transport concrete with vibrators. Work concrete into corners and around embedments and reinforcement. H. Surface Leveling: Strike off and level surface with screed of sufficient length to span the slab. On slabs greater than 15 feet wide, use intermediate screed strips. 3.06 Finishes: A. Broom Finish: Concrete Flatwork shall receive a heavy broom finish applied at a right angle to the direction of travel. The plaza area shall have smooth troweled joints, 1% inches from the City of Fort Collins SECTION 02750 — Portland Cement Concrete Paving Park Planning & Development Division Page 6 of 8 centerline of the joint, to result in a total trowel width of 3 inches. All other flatwork shall have broom finish over joints. B. Coordinate rate of concrete placement with pace of washing crew. C. Formed Finishes: 1. Surfaces Not Exposed to View: Patch tie holes and defects. Chip off fins greater than % inch in height. 2. Surfaces Exposed to View: Patch tie holes and defects. Completely remove fins. Schedule of Finishes: 1. Sidewalk — heavy broom finish. 3.07 Curing/Sealing: A. Apply curing compound within 30 minutes of completing finish. Follow manufacturer's recommendations for applying compound. Reapply in areas exposed to rain within 3 hours of initial application. Maintain continuity of coating and repair damage during 7-day curing period. Follow manufacturer's instructions for sealing interior slabs. 3.08 Tolerances: A. Surface Planeness: Unless otherwise specified, produce slabs with a Class B tolerance. 1. Finishes with Class B tolerances shall be true planes within '/< inch in 10 feet, as determined by a 10-foot straight edge placed anywhere on the slab in any direction. B. Formed Surfaces, Joints, and Embedments: Unless otherwise specified, the finished work shall meet the following tolerances: 1. Variations of formed, or cut or tooled linear element: a. In 20 feet: %z inch. b. For entire length: 1 inch. 3.09 Field Quality Control: A. Field inspection and testing will be performed under provisions of Paragraph 1.06, Tests, and as specified below. B. Forms in the floodway shall be surveyed by a licensed Surveyor prior to concrete pour to ensure conformation to current grade conditions. This is a responsibility of the Contractor. C. Concrete Tests: 1. Shall be provided by the Contractor and shall be accordance with requirements of ACI 301, Chapter 16 — Testing, except as noted or modified in this section. a. Strength test. i. Mold and cure four cylinders from each sample. ii. Test one at 7 days and one at 14 days for information and one at 28 days for acceptance. Keep the remaining one as a spare to be tested as directed by the Owner. b. Minimum samples. i. Collect the following minimum samples for each 28-day strength concrete used in the work for each day's placing: Quantity Number of Samples 50 cubic yards or less one 50 to 100 cubic yards two 100 cubic yards or more two plus one sample for each City of Fort Collins SECTION 02750 - Portland Cement Concrete Paving Park Planning & Development Division Page 7 of 8 additional 100 cubic yards Sample marking. i. Mark or tag each sample of compression test cylinders with date and time of day cylinders were made. ii. Identify location in work where concrete represented by cylinders was placed. iii. Identify delivery truck or batch number, air content, and slump. d. Slump test. Conduct test for each strength test sample and whenever consistency of concrete appears to vary. e. Air content. Conduct test from one of first three batches mixed each day and for each strength test sample. D. Acceptance of Concrete: 1. if the average of three consecutive 7-day tests falls below the specified 7-day strength, the Owner shall have the right to require conditions of temperature and moisture necessary to secure the required strength and may require core tests in accordance with ASTM C-42. 2. Strength level of concrete will be considered satisfactory so long as average of all sets of three consecutive strength test results equals or exceeds specified 28-day strength and no individual strength test result falls below specified strength by more than 500 psi. E. Failure of Test Cylinder Results: 1. Upon failure of the 28-day test cylinder results, Owner may require Contractor, at his expense, to obtain and test at least three cored samples from area in question. 2. Concrete will be considered adequate if average of three core tests is at least 85 percent of, and if no single core is less than 75 percent of the specified 28-day strength. 3. Upon failure of core test results, Owner may require Contractor, at his expense, to perform load tests as specified in ACI 318, Chapter 2. 4. In the event an area is found to be structurally unsound, the Owner may order removal and replacement of concrete as required. The costs of the core tests, the load test and the structural evaluation shall be borne by the Contractor. 5. Fill all core holes with a non -shrink grout as Master Builders Masterflo 713 or approved equal. F. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. END OF SECTION City of Fort Collins SECTION 02750 — Portland Cement Concrete Paving Park Planning & Development Division Page 8 of 8 DIVISION 2 SECTION 02820 — FENCING PART 1 -GENERAL 1.01 Scope A. Furnish all labor, materials and equipment, and perform all operations required for the proper installation of fences and gates, including all concrete, earthwork, hardware, and other accessories as SHOWN ON THE DRAWINGS or specified in this section. Work includes cleanup of the site. 1.02 Shop Drawings A. N/A 1.03 Submittals A. Submit manufacturer's product data for materials described in this section 2.01 Fence Fabric and Hardware A. Fabric and hardware shall be as SHOWN ON THE DRAWINGS. 2.02 Posts A. Wood shall be of sound, seasoned wood, peeled and with ends cut as shown on the drawings. The posts and rails shall be straight and all knots trimmed flush with the surface. B. All dimensional timber and lumber required for fences and gates shall be sound, straight, and reasonably free from knots, splits, and shakes. C. All wood members are to be cedar; or treated wood mill ACQ, or with a product approved by the City. CCA treated wood is no longer allowed by the City of Fort Collins. D. The requirements for peeling and treating may be omitted for red cedar posts and rails. 2.03 Concrete A. Minimum depth for posts as indicated on drawings. Cylindrical holes. Excavate for the full depth of post, diameter as indicated. Concrete shall have a minimum 28-day compressive strength of 3,000 psi. B. Aggregate shall conform to Standard Specification for Concrete Aggregate, ASTM C33-85. Any admixture, except air entraining agent, accelerators and retardants must be approved by the Engineer. C. Cement used shall conform to Standard Specifications for Portland Cement, ASTM C 150-85, AASHTO M 85, Type 1, II or Type I/II. D. Air -entraining agents shall conform to ASTM C 260-77 2.04 Fences near Electric Lines A. At each location where an electric line crosses a fence containing metal, grounding of the fencing shall be accomplished in accordance with the following: A galvanized or copper -coated steel grounding rod eight feet long with a minimum diameter of'h inch shall be installed directly below the point of crossing. The rod shall be driven vertically until the top is six inches below the City of Fort Collins Section 02820 — Fencing Park Planning & Development Division Page 1 of 2 ground surface. A number six solid copper conductor or equivalent shall be used to connect each metal fence element to the grounding rod. The connections shall be either brazed or fastened with non -corrosive clamps approved by the Engineer. B. When a power line is within 500 feet and runs parallel or nearly parallel to the fence, the fence shall be grounded at each end, at gateposts, and at intervals not to exceed 1,500 feet. PART 3: EXECUTION 3.01 Installation A. General: Construct fence to line and grades indicated. Construct fence in accordance with manufacturer's instructions and as specified. Stake post locations for review by Engineer before proceeding. Construct fence in a craftsman -like manner with skilled people experienced with this type of fence. Do not begin installation and erection of fence before final grading is completed, unless permitted by the Engineer. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND FIELD VERIFYING UTILITIES. B. Tree, brush, and other obstacles along the fence line that interfere with the fence shall be removed. Continuous grubbing or grading along the fence line shall not be done. Where possible, the fence shall be erected on natural ground. The clearing width shall be to the extent needed to install the fence. Disposal of clearing debris shall be off site at the contractor's expense. C. Where breaks in a run of fencing are required, or at intersections with existing fences, post spacing shall be adjusted to meet requirements for the type of closure. D. The bottom of the fence fabric shall generally follow the contour of the ground. Grading shall be performed where necessary to provide a neat appearance. Where abrupt changes in the ground profile make it impractical to maintain the specified ground clearance, longer posts may be used and multiple strands of wire stretched thereon. At grade depressions, where stresses tend to pull posts from the ground, bracing shall be installed as SHOWN ON THE DRAWINGS. E. Wire splicing shall be as SHOWN ON THE DRAWINGS. F. All posts shall be repaired in accordance with approved procedures after cutting or drilling. G. Excavation: Excavate for concrete to dimensions indicated. Clear excavations of loose material. Dispose waste material on site as directed by the Engineer. H. Fence post setting: Set posts plumb and aligned in concrete footings. Settle concrete to eliminate voids, and slope to drain to adjacent grade. Allow concrete to cure a minimum of 72 hours before proceeding with work affecting the posts. All posts shall be set vertical and to the grade and alignment as SHOWN ON THE DRAWINGS. Top of posts shall not be cut unless approved by the Engineer. All field cuts, holes, etc. shall be treated with preservative matching existing treatment. I. Fabric: Pull fabric taut and secure to fence posts. END OF SECTION City of Fort Collins Section 02820 — Fencing Park Planning & Development Division Page 2 of 2 The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director ,.DIVISION 2- SECTION 02890 - PEDESTRIAN AND LIGHT VEHICLE BRIDGE - IPE DECKING PART 1 -GENERAL 1.01 SECTION INCLUDES A. This section contains requirements for a fully engineered clear span bridge and shall be the minimum standards for design and construction. B. Clear span length and width of two (2) bridges shall be 30 feet and 10 feet respectively. C. Clear span length and width of one (1) bridge shall be 55 feet and 12 feet respectively. D. Clear span length and width of one (1) bridge shall be 60 feet and 12 feet respectively. 1.02 RELATED SECTIONS N/A 1.03 QUALITY ASSURANCE A. Bridge shall meet the referenced standards as called for in the following paragraphs. B. Bridge design shall be certified by a Registered Colorado Professional Engineer. 1.04 SUBMITTALS A. Submit complete shop Drawings to the ENGINEER for review. B. Submit manufacturer's certification of compliance with referenced standards. 1.05 PRODUCT DELIVERY AND HANDLING A. Coordinate delivery requirements with manufacturer. B. Comply with manufacturer's requirements for unloading, lifting, and placement. 1.06 DESIGN REQUIREMENTS A. Railing: Minimum height of 54" (top of truss top chord). B. Maximum horizontal opening in railing of 4 (four) inches. C. Loading Design: Uniform live load of 60 psf. Concentrated live load of 10,000 pounds vehicle weight on bridge plus thirty percent (30%) impact. Minimum wind load of 25 psf. Horizontal pressure as if enclosed surface. Railing load of 50 pounds per lineal foot of horizontal load. D. Mounting plates shall allow for thermal expansion. E. All allowable design stresses shall be in compliance with the specifications of the design, fabrication, and erection of structural steel for buildings by the American Institute of Steel Construction AISCF and UBC. City of Fort Collins Section 02890 - Pedestrian and Light Vehicle Bridge - IPE Decking Park Planning & Development Division Page 1 of 4 F. Sizes: Length: 30 feet. Clear unobstructed inside width: 10' minimum. Length: 55 and feet. Clear unobstructed inside width: 12' minimum. Length: 60 feet. Clear unobstructed inside width: 12' minimum. Vertical members shall be spaced 48" on center with odd panel dimensions divided between each end of the truss. Railings: Install for full length of bridge. Camber: Five percent (5%) of %2 of span (if required). Nominal 2"x 6" wood rub rails on inside of bridge shall be placed 42" above the top of the bridge deck. 2.01 FABRICATION A. General 1. Workmanship, fabrication, and shop connections shall be in accordance with AWS and AISC specifications. 2. All welding shall be done by welders certified for AWS, D.I structural welding requirements. 3. Welding electrodes for self -weathering, corrosion -resistant steel shall have the same weathering characteristics such as E5018 or equivalent. 4. All boldly exposed members shall have mill scale removed according to steel structures preparation specifications #6 Commercial Blast Cleaning SSPC-SP6-63. A. Materials Metal Fabrication: Bridge to be fabricated from high strength low -alloy atmospheric corrosion -resistance ASTM A606 type 4 steel, self -weathering, (U.S.S. Cor Ten) ASTM A242 or ASTM A588 structural steel shapes and tubing (FY=50,000 psi.). Bolts and nuts shall be in accordance with specifications for structural joints using ASTM A325 or A490 bolts. Anchor bolts A307 or A36. E8018 series electrodes of equivalent for welding. Material thickness and design of member shall be fully engineered for the length and style of each bridge requirement specified. 2. Hardwood Decking: All decking shall be full thickness planks unless approved otherwise. Wood decking shall be naturally durable hardwood Ipe (Tabebuia Spp Lapacho Group). All planks shall be partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced four sides), E4E (eased four edges), with the edges eased to a radius of 1/8". Measured at 30% moisture content, the width and thickness shall not vary from specified dimensions by more than ± 0.04 inches. All planks shall be supplied with the end sealed with "Anchorseal" Mobil CER-M or an equal aquious wax log sealer. All planks shall be graded as FEQ-CAH (First Export Quality -Clear All Heart) grading rules, defined as follows: City of Fort Collins Section 02890 - Pedestrian and Light Vehicle Bridge - IPE Decking Park Planning & Development Division Page 2 of 4 Lumber shall be graded both faces and both edges. Lumber shall be straight grained, maximum slope of grain to be 1:10. Lumber shall be parallel cut without heart centers or sapwood. Lumber shall be in sound condition, free from wormholes or knots. Allowable Imperfections are: All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow or Spring which can be removed using normal installation methods and tools. Imperfections Not Allowed: Longitudinal heart cracks, Internal cracks, Firm or Soft sap wood, Splits, End splits, Ring shades, Fungi affects (blue to gray, brown to red, white to yellow, or incipient decay), Deformation (twisting or cupping) which cannot be removed using normal installation methods and tools. All planks shall meet or exceed the following mechanical properties (based on the 2" standard) as defined by the U.S. Forest Products Laboratory publications and testing data: MC% Modulus of Rupture Modulus of Elasticity Max. Crush Strength 12% 22,360 psi 3,140,000 psi 13,010 psi Janka side hardness is 3680 lbs. at 12% moisture content Average air-dry density is 66 to 75 pcf. Basic specific gravity is 0.85 - 0.97. All planks shall be naturally fire resistant without the use of any fire resistant preservatives to meet NFPA Class A and UBC Class I. Planks shall be supplied that meet or exceed the Static Coefficient of Friction for both neolite and leather shoes in accordance with ASTM Test Method C1028-89. FORCE IN POUNDS SHOE MATERIAL DRY WET Neolite 0.73 0.69 Leather 0.55 0.79 For transverse wood decking, wheel loads shall be assumed to act on one plank only. The wheel loads shall be distributed on the plank along a length equal to the tire print width. The plank shall be designed for shear and bending in accordance with the support conditions and spacing. For design, the following unfactored allowable stresses shall be used: Allowable Bending = 3700 psi Allowable Shear = 320 psi Modulus of Elasticity = 3,000,000 psi City of Fort Collins Section 02890 - Pedestrian and Light Vehicle Bridge - IPE Decking Park Planning & Development Division Page 3 of 4 At time of installation, planks are to be placed tight together with no gaps Every plank must be attached with at least one fastener at each end. All fasteners to be zinc plated. Self -tapping screws or hex -head bolts, with a steel plank hold down, are to be used at the ends of planks. Self -tapping screws or carriage bolts are to be used as interior connection fasteners when required. Power actuated fasteners will not be allowed. Planks are to be drilled prior to installation of bolts and/or screws In addition to at least one fastener at each end of every plank (typical for all installations), planks for bridges with widths of 72" to 143" shall be attached with a minimum of two fasteners at a location approximately near the center of the bridge width. Bridges wider than 143" are to have two fasteners located at a minimum of two interior stringer locations, approximately at the third points of the bridge width. Attachments at the ends of the planks may be modified as required when obstructions, such as interior safety system elements, prevent installation of the specified hold down system. END OF SECTION City of Fort Collins Section 02890 - Pedestrian and Light Vehicle Bridge - IPE Decking Park Planning & Development Division Page 4 of 4 SECTION 02930 — NON -IRRIGATED SEED CONSTRUCTION PART 1-GENERAL 1.01 Work Included A. The Contractor shall furnish all labor, materials, tools, equipment and perform all work and services necessary for native dryland seed construction in the quantities required. Furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a healthy, sound, and complete, craftsman -like installation. Work to include: 1. Application of herbicides. 2. Soil preparation. 3. Fine grading of all planting areas. 4. Seeding and mulch. 5. Maintenance. 1.02 Submittals & Quality Assurance A. Submit three copies of: 1. Manufacturer's specifications and literature on all products; 2. Manufacturer's tests (within 6 months of application) on supplied products; 3. Complete materials list including quantities and description of materials. B. Provide at least one person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the best methods for their installation and who shall direct al work performed under this section. 1.03 Inspection A. Initial Inspection: Contractor will inspect existing site conditions and note irregularities affecting the work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been placed in all disturbed areas as specified. Verify that the areas to be revegetated are protected from concentrated runoff and sediment from adjacent areas. Note any previous treatments to the areas such as temporary seeding or mulching and discuss with the City Representative how these treatments will affect permanent revegetation. Report all irregularities affecting work of this section to the City Representative before initiating work. When the Contractor begins work under this section, it implies acceptance of existing conditions. B. Substantial and Final Acceptance: 1. Contractor shall notify City Representative prior to start of work. City Representative will be responsible to monitor the work. 2. Upon completion of the seeding operations, the contractor shall notify the City Representative to review the work. If all work is acceptable, the City Representative shall record the date and issue a "Conditional Acceptance" certificate which states that the Contractor shall begin maintenance of all seeded areas as specified. City of Fort Collins Section 02930 - Non -Irrigated Seed Park Planning & Development Division Page 1 of 4 3. Seeded areas shall receive "Final Acceptance" provided a healthy, even colored, viable turf is established, free of weeds and undesirable grass species, disease and insects. Seeded areas shall meet the required coverage for seed establishment. 1.04 Guarantee A. Guarantee all seeded areas for a period of one growing season from final acceptance. PART 2 - MATERIALS 2.01 Herbicide: A. Round -Up. 2.02 Seed A. Seed shall be of the latest crop available and shall meet Colorado Department of Agriculture Seed Laws, Chapter 35, Article 27. Seed which has become wet, moldy, or otherwise damaged in transit or in storage shall not be used. All seed shall be delivered in sealed bags showing weight, analysis, and vendor's name. B. The seed mixture shall be applied at a pure live seed (PLS) rate per acre as shown in table. C. If the available seed as supplied does not meet the pure live seed (PLS) specification, the Contractor shall compensate for percentage of purity and germination by furnishing sufficient additional seed to equal the specified pure live seed product. The formula for determining the quantity of pure live seed (PLS) shall be: pounds of seed (bulk) x purity x germination = pounds of pure live seed (PLS) SEED MIX #1 Percent Pounds Species Common Name Scientific Name of Mix PLS / acre Blue Grama Bouteloua gracilis 30 14 Buffalo Grass Buchloe dactyloides 20 13 Sheep's Fescue Festuca ovina 50 13 Totals 100 19.5 SEED MIX #2 Percent Pounds Species Common Name Scientific Name of Mix PLS / acre Sidmats Gramma Bouteloua curtipendula 12.82 2.5 Slender Wheatgrass Elymus Trachycaulus 10.25 2 Switch Grass Panicum virgatum 7.7 1.5 Blue Grama Bouteloua gracilis 10.25 2 Western Wheatgrass Pascopymm smithii 28.22 5.5 Buffalo Grass Buchloe dactyloides 10.25 2 Annual Rye or some other 20.51 4 cover crop - Totals 100 19.5 City of Fort Collins Section 02930 — Non4rrigated Seed Park Planning 8 Development Division Page 2 of 4 2.03 Fertilizer COMMERCIAL FERTILIZER CONTENT & APPLICATION RATE Commercial fertilizer (13 - 16 - 24) Percent available by weight Nitrogen _ 13 Phosphorus 16 Potassium 24 2.04 Mulch Clean straw or grass hay supplied from local area. 2.05 Tackifier Non toxic, organic tackifier, or approved equal. PART 3 - EXECUTION 3.01 General Application rate in Ibs/acre 80 120 A. The pattern for seeding and mulching, and fertilization if required, shall be as detailed or as required by field conditions to provide a uniform stand of specified vegetation acceptable to the Owner. B. In no case shall revegetation activities take place within 30 days of the application of a chemical weed control substance. C. All vegetative construction work accomplished under this section shall be guaranteed for a period of one (1) (growing season?) year from the completion and acceptance by the Owner of the work. All vegetation which is dead, not in vigorous and thriving condition, or is partially damaged shall be replaced as soon as weather and site conditions permit. D. Warranty excludes replacement of plants after final acceptance because of injury by storm, drought, drowning, hail, freeze, insects or diseases. 3.02 Site Preparation A. Apply Roundup herbicide to all weeds in undisturbed areas that shall be re -seeded. Allow herbicide to sit for 7 days before tilling or preparing soil for seed/sod. Apply Roundup at manufacturer's recommended rate for vegetation type specified. B. Prepare areas as follows: 1. Remove any existing vegetation not scheduled to remain. 2. Rip existing topsoil to a minimum depth of eight inches in one direction using an agricultural ripper with tines spaced at no greater than 18 inches. Areas adjacent to walks, structures, curbs, etc., where the use of large mechanical equipment is difficult, shall be worked with smaller equipment or by hand. 3. In tree protection areas, the topsoil shall be worked by hand to a depth of 3 inches. 4. Remove all rubble, stones, plant material and extraneous material over 1 %: inches in diameter from the site. 5. Apply pre -planting fertilizer specified in Part 2 of this section. 6. Restore fine grade with float drag to remove irregularities resulting from tilling operations. Float drag in two directions. Coordinate restoration of fine grade to establish the vegetation subgrade at one inch below adjacent paved surfaces. Match grade at property lines and work - limit lines. City of Fort Collins Section 02930 — Non -Irrigated Seed Park Planning & Development Division Page 3 of 4 C. Remove any additional stones over 1 %: inches that have come to the surface. Perform drainage test by applying water with the irrigation system. Do not plant until the finished grade is reviewed by the City Representative. This review does not reduce Contractor's responsibility to provide a finished product that drains properly. 3.03 Seed Application A. Seed areas indicated on drawings and areas disturbed by construction. B. Apply by broadcasting or drilling at the rate specified. C. Selection of the time of seeding shall be Contractor's responsibility, consistent with erosion control and seeding requirements. D. Re -work previously prepared areas that have become compacted or damaged by rains or traffic. E. Do not drill or sow during windy weather or when ground is frozen or untillable. F. Cover seed to depth between 1/4 to 1/2 inch by raking or harrowing. G. Firm seeded areas with a roller weighing maximum of 100 lbs. per foot of width. 3.04 Mulching A. Apply mulch on all seeded areas. B. Spread uniformly at a rate of one ton per acre. C. Immediately following the spreading of hay or straw mulch, anchor the material into the soil a minimum of 3 inches by means of a mulch anchoring machine equipped with large goulder-type disc spaced at approximate 8 inch centers. 3.05 Hydraulic Seeding & Mulching Option A. As an option, the Contractor may accomplish seeding, fertilizing, and mulching by hydraulic spray application. Seed and fertilizer are required at the rates specified, and wood cellulose fiber mulch is required to be applied at a rate of one ton /acre. B. Combine seed with water to provide a slurry. Perform hydraulic application in such a manner that the liquid carrier will uniformly distribute the material over the entire area to be seeded at rates not less than specified. Do not compact hydraulically seeded areas following application. If seed and mulch are applied in a single application, the rate of seed application shall be doubled. 3.06 Maintenance A. N/A 3.07 Reseeding & Repair A. Reseed and mulch areas where there is not a satisfactory stand of grass- at the end of 60 days after seeding. B. Minimum satisfactory stand: 4 plants per square foot. D. Reseed and mulch areas that have been damaged or disturbed by the Contractor's operation according to these specifications. END OF SECTION City of Fort Collins Section 02930 — Non -Irrigated Seed Park Planning & Development Division Page 4 of 4 DIVISION 3 SECTION 03100 -CONCRETE FORMWORK PART 1 -GENERAL 1.01 Work Included A. Furnish labor, materials and equipment necessary for the complete construction of required formwork for cast -in -place concrete. B. Furnish and install anchor bolts, connectors, embedded plates, dovetail slots and anchors and other accessories required to be cast into concrete work. C. Furnish materials and equipment necessary to strip and remove formwork. D. Install embedded items furnished by other Sections. E. Related work specified elsewhere: 1. Section 02220, Earthwork and Grading. 2. Section 02221, Trenching, Backfilling and Compaction. 3. Section 02750, Portland Cement Concrete Paving. 4. Section 03300, Cast -in -Place Concrete. 5. Section 07900, Sealants and Joint Fillers. 1.02 Quality Assurance A. General: Conform to the requirements and recommendations of ACI 301, "Specification for Structural Concrete in Buildings", and ACI 347, "Recommended Practice for Concrete Formwork", unless otherwise shown. B. Contractor shall be responsible for the design and engineering, construction and maintenance of formwork, as well as its adequacy and safety. C. Contractor shall design formwork for all loads and lateral pressures before and during placement of concrete. Maintain position and shape of formwork at all times. Provide positive means of adjustment for shores and forms which rest on compressible material. 1.03 Product Delivery, Storage and Handling A. Fiber Forms: Store prefabricated fiber forms on site horizontally if length requires, supported along the entire length of the form and elevated a minimum 4" off of ground, completely covered with waterproof membrane including ends, and not stacked over S-0" high. If stored vertically, the ends shall be covered with waterproof membrane and elevated a minimum 4" off of ground. PART 2 - PRODUCTS 2.01 Formwork and Exposed Concrete A. Construct all formwork for exposed concrete surfaces with metal-framed/plywood-faced, metal or plastic panel -type materials to provide continuous, straight, smooth, solid exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. Do not use any forms having defects on contact surfaces. 1. Plywood forms will only be acceptable upon specific approval of the Owner Architect, and then only after visual inspection on the job site. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 1 of 5 Plywood shall be sufficiently thick to withstand pressure of wet concrete without bow or deflection but shall not be less than 5/8" thick, complying with U.S. Product Standard PS- I, "B-B High Density Overlaid Concrete Form, Class 1 ", or "B-B Exterior Type DFPA Plyform, Class 1". B. Chamfer exposed external comers and edges, using chamfer strips accurately fabricated to produce uniform smooth lines and tight -edge joints. C. Refer to the Drawings for locations where special joints may be required. D. Arrangement for sheets or liner sheets shall be orderly and symmetrical. Form ties shall be spaced uniformly and aligned horizontally and vertically where locations are exposed to view in the completed project. 2.02 Formwork and Unexposed Concrete A. Form concrete which will be unexposed in finished structure with plywood, boards, metal or other acceptable material. Provide lumber that is dressed on at least two (2) edges and one (1) side for a tight fit. 1. Below -Grade Pier Forms: Sonotube Fiber Form "An or equal, specified in paragraph 2.03 below. B. Earthen or trenched forms shall not be used for vertical formwork. 2.03 Round Tubular Fiber Forms A. General: Prefabricated round, one-piece tubular fiber forms for exposed, round cast in -place concrete columns, formed from multiple layers of high quality fiber, spirally wound and laminated with non -water sensitive adhesives. B. Finish: Coated form producing visible spiral seam, Sonotube Fiber Form "A" coated or equal. C. Size(s): Diameter and lengths as required to produce finished columns of the size(s) shown on the Drawings. D. Approved Manufacturers: 1. Sonotube as manufactured by Sonoco Products Company, Hartsville, SC, (800) 532- 8248, and represented locally by RW Specialties, Inc., Henderson, CO, (800) 332-6682. 2. Manufacturers providing form materials of same type, function, quality and performance are acceptable. 2.04 Accessory Materials A. Premolded Joint Fillers: In joints caulked or sealed with silicone or thiokol-based compound, filler shall be non -bituminous, non -extruding, conforming to ASTM D1752. In all otherjoints, filler shall be bituminous type conforming to ASTM D1751. Filler shall be 1/2" thick, unless otherwise indicated. Non -Bituminous Filler: Sonoflex F by Sonnebome or equal. B. Premolded Fiberboard Joint Fillers (Bituminous -Type): Preformed rigid cane fiberboard material, impregnated with a durable asphaltic compound, conforming to AASHTO-M213. Fillers shall be 1/2" thick, unless otherwise indicated. Bituminous Filler: Flexcell by Celotex or approved equal. C. Bond Breaker: Where shown on the Drawings or required by the work, provide minimum two (2) layers 15-lb. non -bituminous felt bond breaker. City of Fort Collins Section 03300 - Cast -in -Place Concrete Park Planning & Development Division Page 2 of 5 SECTION 00100 INSTRUCTIONS TO BIDDERS D. Column Isolation Joints: Joints around columns may be formed with minimum 30# nonbituminous building felt left in place with neatly trimmed top edge or approved joint filler material. E. Keyways: Provide nominal 1-1 /2" deep keyways in all construction joints in walls, slabs and J oints between walls and slabs, unless otherwise shown. F. Form Ties: Provide factory -fabricated break -back, removable, or snap -type form ties designed to prevent spalling concrete surfaces on removal and which will leave no metal within 1/2" of concrete surface. Use stainless steel, plastic -coated or hot -dipped galvanized at exposed concrete with cone -shaped tie heads, manufactured by Dayton, Gates, Heckman, Richmond or approved equal. G. Release Agent: Provide commercial formulated synthetic resin or oil -type form coating compounds that will not bond with or adversely affect concrete surfaces and will not impair subsequent finish treatment of surfaces, manufactured by Protex Pro -Coat, Euclid Eucoslip, J & P Tex -Mastic or approved equal. 1. Contractor shall ensure that release agent is compatible with the finish requirements of concrete to be exposed to view. H. Metal Inserts: Provide adjustable wedge inserts of malleable cast iron complete with bolts, nuts, washers, 3/4" bolt size, unless otherwise shown, manufactured by Hohmann and Barnard, Gateway, Dayton or approved equal. I. Embedded Dovetail Anchor Slots and Anchors: Refer to Section 03250, Concrete Accessories. J. Embedded Plates, Sleeves and Anchor Bolts: Miscellaneous embedded items furnished by other Sections. Refer to the appropriate Section(s) in these Specifications. PART 3 — EXECUTION 3.01 Preparation A. Site preparation and compaction of existing and/or imported fill materials shall be in accordance with the requirements of the Soils Investigation Report and Section 02225. If the foundation structure design shown on the Drawings and/or specified will not strictly conform to this requirement, advise Owner/Architect/Engineer before proceeding with work of this Section. B. Expansion, Construction and Other Joints: Properly layout work and make necessary preparations for construction of specified joints in cast -in -place concrete work. Take special care to provide joints to allow for removal of sections of concrete foundations, walls or flatwork for future construction where shown on the Drawings. C. Ensure that connector plates, sleeves, dovetail anchor slots and other concrete accessories embedded in concrete are properly located, aligned and secured prior to placing concrete. 3.02 Fabrication A. Construct forms complying with ACI 347 to the exact sizes, shapes, lines and dimensions as shown on the Drawings and as required to obtain accurate alignment, location, grades, level and plumb work in finished structures. Use selected material to obtain the required finishes. Concrete tolerances shall be as specified in Section 03300. B. Construct formwork to be readily removable without impact, shock or damage to cast in -place concrete surfaces and adjacent materials. C. Provide formwork sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly butt all joints and provide backup materials at joints as may be required to prevent leakage. Ensure that formwork is properly braced and tied. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 3 of 5 D. Provide openings in forms as required to accommodate other work. Accurately place and securely support all items required to be built into the forms. Size and locations of openings, recesses, chases and other built-in items shall be obtained from the Contractor or the trades involved. 3.03 Preparation of Form Surfaces A. Prior to each use, coat contact surfaces of forms with release agent prior to placement of reinforcement, in accordance with the manufacturer's recommendations. Do not allow excess coating material to accumulate in forms or to come into contact with concrete surfaces against which fresh concrete will be placed. B. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings which are affected by agent. Refer to Section 03300 for required concrete finishes. C. Ensure that all debris and frost has been removed from forms before placing concrete. D. Clean, repair and recoat surfaces of forms that are to be reused. Split, frayed, delaminated or otherwise damaged form facing materials will not be acceptable. E. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and tighten forms to close all joints. Align and secure all joints to avoid offsets. 3.04 Erection of Round, Tubular Fiber Forms A. General: Erect, brace and maintain prefabricated fiber forms in accordance with the manufacturer's written instructions and recommendations. B. Provide fiber forms in continuous, one-piece lengths for all project applications. C. Ensure that cages of reinforcing steel have been properly fabricated and tied, inspected and approved before installing fiber forms. D. Drop fiber forms over reinforcing steel cage either manually, with block and tackle, or by crane, depending upon sizes and lengths. E. Take all necessary precautions to prevent damaging the interior surfaces of the forms. F. Brace fiber forms as recommended by the manufacturer and as required by job conditions before, during and after concrete placement. 3.05 Removal of Formwork A. Formwork not supporting weight of concrete such as sides of grade beams, walls and similar parts of work may be removed 48 hours after placing concrete, providing concrete is sufficiently hard to not be damaged by removal operations and providing that curing and protection operations are maintained. Refer to specific requirements for hot- and cold- weather concreting in Section 03300. B. Formwork for beam soffits, slabs and other parts that support the weight of concrete shall remain in place at least 14 days and until concrete has reached its specified 28-day strength. C. Whenever formwork is removed during the curing period, cure exposed concrete as specified in Section 03300. D. Prefabricated Fiber Forms: Remove forms as soon as possible after concrete has set. This is to generally occur between 24 and 48 hours, but not exceeding 5 days, in strict accordance with the manufacturer's written instructions and recommendations. Take all necessary precautions not to mar concrete surfaces. E. Prefabricated Fiber Forms: Forms for unexposed, below -grade piers need not be removed. Trim excess form material flush with top of pier, or finish grade for exterior locations. F. Contractor shall verify required tolerances specified in Section 03300 immediately after removal of forms. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 4 of 5 G. Carefully remove fins or other minor surface defects from concrete to remain exposed in the final construction, and leave surfaces prepared for sealers, paint, skim coats or other finishes. Repair minor imperfections as specified in Section 03300. END OF SECTION City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 5 of 5 :DMSION 3 SECTION 03200 — CONCRETE REINFORCING PART 1 — GENERAL 1.01 Work Included A. Furnish, bend and install all reinforcing bars, welded wire fabric, ties and supports. B. Furnish and install fiber reinforcing materials. C. Related work specified elsewhere: 1. Section 03300, Cast -in -Place Concrete. 1.02 Quality Assurance A. Fabricate and place reinforcing steel in accordance with the latest edition of ACI 315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures", and as detailed on the Drawings. B. Contractor Quality Assurance Program: Refer to Section 03300 for requirements. C. Reference Standards: Comply with requirements of the following codes and standards, except as otherwise shown or specified: 1. ACI 318, "ACI Standard Building Code Requirements for Reinforced Concrete'. 2. ACI 315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures". 3. ACI 301-72, "Specifications for Structural Concrete for Buildings". 4. CRSI "Manual of Standard Practice". 5. CRSI 'Recommended Practice for Placing Reinforcing Bars". 6. CRSI 'Recommended Practice for Placing Bar Supports". 7. AWS D12.1, 'Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction". D. Contractor shall obtain specific approval from the Architect/Engineer for the following items: 1. Relocation of bars to an extent that causes placement tolerances to be violated. 2. Bar chairs and spacers. 3. Splices not shown on the Drawings and mechanical connectors. 4. Bending of reinforcement embedded in hardened concrete. 1.03 Product Delivery, Storage and Handling A. Deliver reinforcement to site in strongly tied bundles with metal tags corresponding to bar schedules and diagrams. Store on the site free of rust, scale, oil or other coating. Store bars off the ground and protect from moisture, dirt, oil or deleterious coatings. B. If concreting is delayed for any considerable period of time after reinforcement is in place, it shall be protected by suitable covering. C. Protect exposed reinforcement intended for bonding with future extensions by suitable covering, if applicable. City of Fort Collins Section 03200 — Concrete Reinforcing Park Planning & Development Division Page 1 of 3 PART 2 — PRODUCTS 2.01 Reinforcing Materials A. Bars: ASTM A615-82, 60 KSI grade, deformed billet steel bars, plain finish, as indicated on the Drawings. Bars shall be free of scale or other bond -reducing coatings. B. Ties, stirrups and field bent bars, #3 or smaller, may be ASTM A615, 40 KSI grade. Welded Wire Fabric: ASTM At85 or A497, plain type in flat sheets, plain finish, welded intersections, in sizes as indicated on the Drawings. Use of coiled rolls shall not be permitted. C. Steel Wire: Provide plain cold -drawn wire conforming to ASTM A82. D. Fiber Reinforcing: Collated, fibrillated polypropylene fiber, Fiber Mesh I, Fiber Mesh, Inc., Chattanooga, TN, or equal. 2.02 Accessory Materials A. Accessories shall be of suitable type conforming to ACI 315 and shall include spacers, chairs, tie bars, support bars and all other devices for properly assembling, placing and supporting reinforcement, weight of concrete and workmen without displacement of reinforcement. Wood, brick, block, concrete chips and other non-metallic devices are not acceptable. B. For exposed -to -view concrete surfaces where legs of supports are in contact with forms, provide supports with legs which are hot -dipped galvanized, plastic protected or stainless steel protected. C. Wire Ties: Wire for tying shall be annealed, cold -drawn wire of at least 16-gage. 2.03 Fabrication A. Shop fabricate reinforcing bars to conform to the required shapes and dimensions with fabrication tolerance complying with ACI 315. Cold bend bars in a manner which will not injure material. B. Straightening or rebending at site will not be permitted for bars over 40 KSI yield strength. C. Where reinforcing bars are shown welded to structural steel, bars are to be furnished by rebar supplier and welded in place by structural steel erector. PART 3 — EXECUTION 3.01 Preparation A. Site preparation and compaction of existing and/or imported fill materials shall be in accordance with the requirements of Section 02225. If the foundation structure design shown on the Drawings and/or specified will not strictly conform to this requirement, advise Architect/Engineer before proceeding with work of this Section. 3.02 Splices A. Splices not shown on the Drawings must be approved by the Architect/Engineer. B. Lapped splices shall be securely wired together. Minimum laps shall be in accordance with requirements of ACI 318 and ACI 301-72 and as shown on the Drawings. Offset vertical lap splices at least one bar diameter. C. Lapped splices for welded wire fabric shall be made so that overlap of outermost wires is not less than one full mesh. Lace splices together with 16-gage wire. City of Fort Collins Section 03200 — Concrete Reinforcing Park Planning & Development Division Page 2 of 3 3.03 Placing Reinforcing Steel D. Prior to placing into position, thoroughly clean reinforcement of mill and excessive rust, scale, dust, mud, oil, ice and all other deleterious coating which may destroy or reduce bond. E. All reinforcing shall be placed in accordance with the Drawings and the "Manual of Standard Practice for Detailing Reinforced Concrete Structures", AC1315, ACI 301 and ACI 318. F. Accurately place and support reinforcing steel with chairs, bar supports, spacers or hangers as recommended by ACI detailing manual except in slab -on -grade work. Support bars in slabs -on - grade and footings with approved accessories. G. Place reinforcing bars to a tolerance of+/- 1/4", except that minimum spacings between bars shall be to a tolerance of+ / - 1/4". Bars may be moved as necessary to avoid interference with other reinforcing steel, conduit or embedded items. The Architect! Engineer's approval must be obtained prior to moving bars under these circumstances. H. Securely anchor and tie reinforcing bars and dowels prior to placing concrete. 1. Place reinforcement to obtain at least the minimum coverage for concrete protection shown on the Drawings and specified. Do not place reinforcement with additional concrete cover unless expressly approved by the Structural Engineer. J. Steel reinforcing bars shall run continuous through cold joints. 3.04 Placing Welded Wire Fabric A. Welded wire fabric shall be placed 2" below slab surface or as indicated on the Drawings and shall not be permitted to be placed on subgrade prior to concrete placement and hooked into position. Reinforcement shall be fully supported at required elevation prior to concrete placement. Use continuous chairs or support bars in structural slabs to maintain proper locations as shown on the Drawings. B. Install welded wire fabric using full sheets as large as possible. Lap adjoining pieces as specified herein. Offset end laps in adjacent widths to prevent continuous laps in either direction. 3.05 Placing Fiber Reinforcing C. Place fiber reinforcing in accordance with manufacturer's written instructions and recommendations. 1-1/2 lbs. per cu. yd., unless otherwise recommended by manufacturer. PART 4 — SCHEDULES 4.01 Schedule of Reinforcing Materials A. Reinforcing materials shall be placed in quantities, sizes and spacing as shown on the Drawings and/or as scheduled herein: Reinforcing bars and welded wire fabric shall be installed where shown or scheduled on the Drawings. B. Fiber reinforcing shall be placed in all poured -in -place concrete flatwork, including exterior concrete drives, apron pavements and curb and gutter sections, sidewalks, etc., regardless of whether these already are reinforced with steel or wire materials. C. Fiber reinforcing is not required in footings, foundation walls, grade beams and piers. END OF SECTION City of Fort Collins Section 03200 — Concrete Reinforcing Park Planning & Development Division Page 3 of 3 DIVISION 3 SECTION 03300 — CAST -IN -PLACE CONCRETE PART 1 — GENERAL 1.01 Scope A. Furnish all labor, materials, supplies and equipment and perform all operations including mixing, forming, reinforcing, placement, consolidation, curing, stripping, and finishing. Items of work include but are not limited to: drainage appurtenances, wall foundations and any other cast -in - place structural concrete. 1.02 Work Not Included A. Walks, curb and gutter, interior slabs, and other site paving. GKtJi;Nzn I-lVi'T3 A. Section 02200 — Earthwork and Grading. B. Section 02221 —Trenching, Backfilling and Compaction. C. Section 02510 —Portland Cement Concrete,Paving. D. Section 07900 — Joint Sealers 1.04 Quality Assurance A. Contractor Experience 1. The work shall be done in a thorough, workmanship manner by contractors experienced in concrete construction. 2. Contractor references for five similar, successfully executed projects will be required. 3. The Contractor(s) guarantee their respective work against defective materials or faulty workmanship for a period of one year. . B. City Standards: The requirements for curb, gutter, and sidewalk in the City of Fort Collins Design Criteria and Standards for Street (which for the remainder of this section shall be referred to a "City Standards") will apply, except where specifically modified herein. C. Quality Control: Concrete Testing Service; Owner will engage a testing laboratory to perform materials evaluation, testing and design of concrete mixes. If test results meet the applicable specification, all testing costs will be borne by the Owner. Should any test(s) fail to meet the specifications, the cost of the failed test and all subsequent testing until the item meets specifications shall be borne by the Contractor. The following sampling and testing shall occur during concrete placement, as follows: 1. Sampling: ASTM C172, "Specific Gravity and Absorption of Concrete Aggregate." ASTM C31, "Making and Curing Concrete Test Specimens in the Field." 2. Slump: ASTM C143, "Slump of Portland Cement Concrete," one test for each set of compressive test specimens taken at point of discharge. 3. Air Content: ASTM C231, "Air Content of Freshly Mixed Concrete by the Pressure Method," one for each set of compressive strength specimens. 4. Compressive Strength: ASTM C39, "Compressive Strength of Cylindrical Concrete Specimens." City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 1 of 8 5. Report test results in writing to the Owner's Representative, Structural City Representative, Architect, Contractor, and Concrete Producer on same day tests are made. D. Mix Proportions and Design: City Standards shall be a minimum, unless more restrictive standards are listed. E. References: 1. ACI 301 — 89 - Structural Concrete for Buildings. 2. ACI 318 — 89 — Building Code Requirements for Reinforced Concrete. 1.05 Submittals A. Test Results: Perform and submit test reports for the following products in accordance with above general reference standards and specific requirements of these specifications. B. Proposed Mix Design: 1. The proportions of ingredients shall be selected to produce the proper placeability (slump), durability (air content), strength and other required properties of the section. 2. Prior to commencing concrete work, submit and obtain Owner's approval of certified test reports describing proposed concrete mix design. C. Cylinder Compression Test Reports: Submit two copies of certified test reports to Owner. D. Shop Drawings for Reinforcement Bars: 1. Before fabrication of reinforcing steel, the Contractor shall review and approve shop drawings, bar lists, fabrication and setting drawings and shall submit same to Owner for review. Include 1/8-inch scale plan of all floors and walls with reinforcing indicated. 2. Show sizes, quantity and dimensions for fabrication and placing of reinforcing bars and bar supports. 1.06 Test Panels Not applicable 1.07 Job Conditions A. For hot or cold weather concreting refer to City Standards. 1.08 Guarantee/Replacement A. The Contractor shall guarantee all concrete work for a period of two (2) years after acceptance against defective workmanship and materials. The determination of the necessity during such guarantee period for the Contractor to repair said curb, gutters, walks, driveways or crosspans, or any portion thereof, shall rest entirely with the Owner whose decision upon the matter shall be final and binding upon the Contractor. PART 2 — MATERIALS 2.01 Concrete A. Cement: ASTM C150, Type II or Type UII Portland Cement. B. Aggregates: ASTM C33, Specifications for Concrete Aggregates, maximum size not to exceed Y. inches. C. Water: Clean and not detrimental to concrete. D. Air -Entraining Admixture: ASTM C494, Type A. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 2 of 8 E. Water -Reducing Admixture: Refer to City Standards. F. Calcium Chloride: Use is prohibited. G. Related Materials: 1. Construction Joints: Preformed metal keyway with removable plastic cap strip to be filled with joint sealer. John Screedkey or equal. 2. Expansion Joint Fillers: ASTM D1752, %2 inch thick, nonextruding, preformed flexible closed -cell foam filler. Compression at 50%, 13.3 psi; extrusion 0.1 inch; recovery 99.21%; water absorption percent by volume 0.246%. Test method D545. Submit sample. 3. Joint Sealing: See Section 07900. 4. Curing Materials: Refer to City Standards. H. Form Materials: Refer to City Standards. I. Form Release Agent: Nonstaining agent that will not impair color or bonding characteristics of concrete. J. Chamfer Strips: 3/< inch, 45 ❑job cutwood, or % inch 45 ❑PVC for unexposed surfaces. Use PVC for exposed surfaces. K. Reinforcing Materials: 1. Reinforcing Steel: Deformed billet -steel, uncoated finish. 2. Deformed Reinforcing Bars: ASTM A615, Grade 60 unless otherwise indicated. Use Grade 40 for ties and for dowels to be field bent. 3. Dowels: ASTM A615, 40 ksi yield grade plain steel, uncoated finish. 4. Tie Wire: No. 24 or No. 16 gauge, black, sofl iron wire. L. Dovetail Anchors: Open triangular stainless steel type, 3/16 inch in diameter and 3 %2 inches long. Dur-O-Wall D/A 720 or equivalent, to consist of an anchor and a dovetail slot. The dovetail slot shall be cast into the concrete prior to installation of stone masonry. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 3 of 8 2.02 Concrete Production A. Proportioning: 1. Design and proportion concrete to meet the following minimum compressive strengths and other criteria: Location Design Required Slump Minimum Maximum Air Strength 7-Day + 1" Cement Water -Cement Entrain- 28-Day Strength Factor Ratio by ment Structural Footings, Grade Beams, Foundations, Walls and all Other Concrete 4,000 2,800 4 564 0.45 4.5-7.5% 2. Other (e.g., drainage structures, manholes): Refer to individual specification sections. 3. For additional requirements, refer to City Standards. PART 3 - EXECUTION 3.01 Preparation A. Ensure that subgrade elevation is correct as shown on the drawings, that the subgrade has been compacted to the specified density, and that the required density and moisture tests have been performed within 48 hours of starting concrete work. B. Where rough grading operations have over excavated, place, shape and conpact bed course to the specified density. C. Allow a minimum of two hours for Owner's Representative's checkout before first concrete is placed. D. For further subgrade preparation requirements refer to City Standards. E. Cover masonry walls, glazing and other finish materials with polyethylene or other to protect from damage. 3.02 Forming A. Formwork 1. Erect forms substantial and sufficiently tight to prevent leakage of mortar and boarded or tied to maintain the desired position, shape and alignment before, during and after concrete placement. The use of earth as a form will not be allowed. 2. Forms shall conform to shape, lines and dimensions indicated on the drawings. 3. Forms shall be reviewed by Owner's Representative prior to concrete placement. Notify Owner three days prior to pouring. 4. Anchors, Inserts, Blockouts and Built -In -Items: Securely fasten built-in items to formwork, or hold in place with templates. Insertion into concrete after placement will not be permitted. 5. For additional formwork requirements, refer to City Standards. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 4 of 8 EXHIBIT 1 — GENERAL CLARIFICATIONS 1. The quantities for the cut and fill for the project are calculated at approximately 2,418 CY Fill, 2,141 CY Cut (Berm is approximately 2000 CY of Fill). The.extra 277 CY of fill should be an ABC class 5/6 import material described in the definition of bid items (bid Item 5) used for areas of fill under concrete or as cover for culverts. 2. Assume weather protection to be included in pricing since concrete will be poured during the late fall / winter months to protect from freezing. 3. The quantity of total LF of 2' and 4' wall is 327 LF not 434 LF as shown on the Bid Schedule as Bid Item 9. New Bid schedule is attached. 4. New bid item for soil retention blanket for Bid Item 22 (see new bid schedule). Material is described on Sheet 22, in the General Notes, number 9. 5. Erosion control logs (wattles) measure according to plan at 2,000 LF shown on sheet 21. Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Page 2 of 13 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. B. Joints 1. Expansion Joints: Place where shown on the details and drawings. 2. Construction Joints: Place construction joints at all cold joints and as shown on the details and drawings. Submit to Architect for approval the locations of joints desired. Locate joints in walls and footings at least 8 feet from any corner. Leave joints in reinforced structural members rough and provide longitudinal keys at least 1 %: inches deep. C. Embedded Items 1. Place all sleeves, inserts, anchors and embedded items required for adjoining work or for its support prior to concreting. Coordinate with other construction trades before placing concrete. 2. Position expansion joint material, waterstops, anchor bolts, masonry anchors, castings, steel shapes, conduits, sleeves, and/or other embedded items accurately and support against displacement. Fill voids in sleeves, inserts and anchor slots temporarily with readily removable material to prevent the entry of concrete into the voids. 3. Install conduits between reinforcing steel in walls or slabs with reinforcing in both faces and below reinforcing in slabs with only one layer of reinforcing steel. 4. Embedments shall be clean when installed. Remove concrete spatter from all surfaces not in contact with concrete. 5. Provide dovetail slots for masonry anchors at a minimum of 18 inches on centers. Coordinate with project mason. 3.03 Reinforcement A. Comply with the specified codes and standards, CRSI "Manual of Standard Practice," ACI 301 and CSI-WCRSI "Placing Reinforcing Steel." B. No bars shall be field -bent, except as indicated on the drawings or specifically permitted by the Owner. C. Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers as required. Set wire -ties so ends are directed into concrete, not toward exposed concrete surfaces. Do not use pebbles, pieces of broken stone, common or face brick, metal pipe, or wood blocks to support reinforcement. D. Provide standard reinforcement splices by lapping ends, placing bars in contact and tightly tying wire. Comply with requirements of ACI 318 for minimum lap of spliced bars. E. Assure that excavation, formwork and reinforcement are completed and that dirt, mud, encrusted concrete, debris and ice, frost and excess water are removed. F. Check that reinforcement is secured in place as shown on the drawings. G. Verify that embedded items are secured in position. H. Verify that all required tests for pipes under slabs have been completed. Assure that all hardened concrete and foreign material is removed from the inner surface of conveying equipment. 3.04 Placement of Concrete A. Conveying 1. Convey concrete from mixer to final position as rapidly as practicable without segregation or loss of material. 2. Use only metal or metal -lined chutes with maximum length of 20 feet, having a maximum slope of one vertical to two horizontal and a minimum slope of one vertical to three horizontal. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 5 of 8 3. Provide a hopper at the end of long -belt conveyors and chutes not meeting the requirements in Paragraph 2 above. 4. Conveying by pumping methods shall conform to ACI 304, Chapter 9. a. Maximum loss of slump, 2 inches. b. Do not pump concrete having a slump of less than two inches. B. Depositing 1. Place concrete in compliance with the practices and recommendations of ACI 304, "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete," and as herein specified. 2. Notify Owner not less than 8 working hours in advance of any pour and as soon as formwork and reinforcing are substantially complete. Notify Owner's testing service not less than 8 working hours in advance of any pour to schedule necessary testing. 3. No water shall be added to concrete at job site. 4. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. 5. Maximum height of concrete free fall shall be 4 feet. 6. Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. 7. Do not subject concrete to any procedure that will cause segregation. 8. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. 9. Allow concrete to thoroughly settle before top is finished. Remove all latence, debris and surplus water from surfaces at tops of forms by screeding, scraping or other effective means. 10. Overfill forms wherever top of a wall will be exposed to weathering and after concrete has settled, screed off excess. 11. In cold weather comply with City of Fort Collins Specifications. 12. In hot weather comply with City of Fort Collins Specifications. C. Consolidation 1. During and immediately after placement, thoroughly compact and work around all reinforcements, embedments and into comers of forms, eliminating all air or stone pockets which may cause honeycombing, pitting or planes of weakness, in accordance with the recommended practices of ACI 309 "Recommended Practice for Consolidation of Concrete." 2. Where vibration is necessary to achieve proper consolidation: a. Use mechanical vibrators that will maintain at least 9,000 cycles per minute when immersed in concrete. b. Minimum horsepower per vibrator shall be 1 '/2. c. Number and type of vibrators shall be acceptable to Owner. d. Overvibrating and the use of vibrators to transport concrete laterally in forms will not be allowed. e. Vertically insert vibrators at points approximately 18 inches apart and to a depth to penetrate 6 inches into the preceding layer. City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 6 of 8 f. Vibrate each location for a length of time to obtain adequate consolidation (generally 5 to 15 seconds). 3.05 Concrete Finishes A. Where work will be hidden from view, use rough form finish. 1. Patch tie holes and defects. 2. Remove fins greater that '/o inch in height. B. Unless otherwise indicated, use formed surfaces or smooth form finishes where surfaces will be visible. 1. Patch tie holes and defects. 2. Completely remove fins. 3.06 Form Removal A. Do not remove or disturb forms until the concrete has attained sufficient strength to safely support all dead and live loads. Use care in form removal to avoid surface gouging, comer or edge breakage and other damage to the concrete. Forms shall not be removed earlier than the following schedule: 1. Walls and columns not yet supporting loads: 24 hours. 3.07 Curing A. For curing requirements, refer to City Standards. 3.08 Repair of Defective Concrete A. Repair to satisfaction of Owner, within 24 hours after removal of forms, all defects, including tie holes, in concrete surfaces. B. Replace to satisfaction of Owner, within 48 hours after adjacent forms have been removed, all honeycombed or otherwise defective concrete. C. Cut out and remove to sound concrete, with edges square cut to avoid feathering, all honeycombed or otherwise defective concrete. D. Replace flatwork that does not match appearance standards of Contractor's reference projects or sample panels E. Fill all holes with a non -shrink grout such as Master Builders Masterflo 713 or approved equal. 3.09 Quality Control A. Concrete Tests: Coordinate and schedule testing with Owner's Representative B. Acceptance of Concrete 1. If the average of three consecutive 7-day tests falls below the specified 7-day strength, the Owner shall have the right to require conditions of temperature and moisture necessary to secure the required strength and may require core tests in accordance with ASTM C-42. 2. Strength level of concrete will be considered satisfactory so long as average of all sets of three consecutive strength test results equals or exceeds specified 28-day strength and no individual strength test result falls below specified strength by more than 500 psi. C. Failure of Test Cylinder Results City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 7 of 8 I. Upon failure of the 28-day test cylinder results, the Owner may require the Contractor, at his expense, to obtain and test at least three 2-inch diameter cored samples from area in question. 2. Concrete will be considered adequate if average of three core tests is at least 85 percent of, and if no single core is less than 75 percent of the specified 28-day strength. 3. Upon failure of core test results, the Owner may require the Contractor, at his expense, to perform load tests as specified in ACI 318, Chapter 2. 4. In the event an area is found to be structurally unsound, the Owner may order removal and replacement of concrete as required. The cost of the core tests, the load test and the structural evaluation shall be borne by the Contractor. 5. Fill all core holes with a non -shrink grout such as Mater Builders Masterflo 713 or approved equal. END OF SECTION City of Fort Collins Section 03300 — Cast -in -Place Concrete Park Planning & Development Division Page 8 of 8 DIVISION 7 SECTION 07900 - JOINT SEALERS IJ_1:4fl[e34IDO:71I 1.01 Work Included A. Furnish and Install: Provide all caulking and sealant indicated on the Drawings, specified herein, and not specified under other sections. In general, seal all openings indicated on the Drawings and at other locations requiring caulking to seal visually and against infiltration from air and water, including but not limited to the following: 1. Expansion joints in concrete walks 2. Exterior wall joints 3. Masonry control joints 4. Isolation joints, between structure and other elements 5. Joints at penetrations of walls, decks, and floors by piping and other service equipment 6. Joints between items of equipment and other construction 7. Joints between door and window frames and adjacent materials, exterior and interior 8. Bedding for door thresholds 9. Open joints between dissimilar materials as required to close and conceal jointing of the work 10. Construction and expansion of joints, joints between dissimilar materials; joints around windows, door frames, louvers, and other penetrations and openings 11. Other joints as indicated 1.02 Submittals for Review A. Color Samples: Submit color chart for each type of sealant in accordance with Division 1. B. Product Data: Submit for each material intended for use and location of application in accordance with Division 1. 1.03 Delivery, Storage and Handling A. General: Comply with Section 01600. Deliver in original unopened containers and store in an area not subject to extreme heat or cold. 1.04 Project Conditions A. Environmental Conditions: Do not apply exterior sealants during wet weather or when the outside temperature is below 40EF. Do not apply interior sealants when the inside temperature is below 60F. 1.05 Warranty A. Provide a written three year warranty in writing covering materials and workmanship in accordance with Section 01700. Warranty shall require installer, at no cost to Owner, to repair or replace sealants which fail to perform as air -tight and water -tight joints; or fail in joint adhesion, cohesion, abrasion resistance, weather resistance, extrusion resistance, migration resistance, stain resistance, or general durability; or appear to deteriorate in any other manner not clearly specified as an inherent quality of the material by submitted manufacturers data. City of Fort Collins Section 07900 — Joint Sealers Park Planning & Development Division Page 1 of 5 PART 2: PRODUCTS 2.01 Joint Backing Material A. General: Size joint backing material for minimum 30% compression when inserted in that joint. Material shall be round or semi -circular type. B. Acceptable Manufacturers: 1. Dow Chemical Company, Ethafoam 2. Sonneborn, Sonofoam 3. Schlegel Manufacturing Company, Schlegelfoam 4. Denver Foam 5. Accepted Substitute 2.02 Sealant Material C. Acceptable Manufactures: 1. DAP Incorporated 2. Parr, Inc. 3. Pecora Corporation 4. Products Research and Chemical Corporation 5. Sonnebom Building Products 6. Tremco Manufacturing Company 7. Mameco International 8. W.R. Grace and Company 9. Accepted Substitute D. Silicone Sealant Manufacturer: 1. General Electric 2. Dow Coming 3. Accepted substitute in accordance with Section 01600 E. Acceptable Materials: 1. Interior and Under Thresholds: Latex acrylic, ASTM C834-761. 2. Other Caulking: Two component polyurethane, FS IT-S-00227E, Type II, Class A, non - sag 3. Primer: As recommended by the sealant manufacturer. 4. Sealant at Concrete Paving: Two -component self -leveling polyurethane, FS IT-S- 00227E, Type I, Class, pourable type. 5. Sealant at Lavatories: Silicone sealant. 6. Colors: As selected by Architect from standard colors. 2.03 Bond Breaker Tape A. Tape: Polyethylene tape or other plastic tape as recommended by the sealant manufacturer to be applied to sealant -contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self-adhesive tape wherever possible. PART 3: EXECUTION 3.01 Inspection A. Inspection: Inspect work of others prior to application of any work under this section. If any joint or space to receive this work is not according to detail and cannot be put into proper condition to receive the work by specified methods; notify the General Contractor in writing or assume responsibility for and rectify any unsatisfactory caulking and sealing resulting. City of Fort Collins Section 07900 — Joint Sealers Park Planning & Development Division Page 2 of 5 B. Acceptance: Beginning of installation means acceptance of existing conditions. 3.02 Preparation A. Preparation of Surfaces 1. Clean surfaces in accordance with manufacturers recommendations. 2. Mask edges, if required to protect adjoining surfaces and produce a straight finish line. 3. Clean joint surfaces immediately before installation of sealant. Remove dirt, insecure coatings, moisture and other substances which would interfere with bond of sealant. 4. Do not proceed with installation of sealant over joint surfaces which have been painted, lacquered, waterproofed or treatead with water repellent or other treatment of coating. Remove coating or treatment joint surfaces before installing sealant. 5. Each concrete masonry joint surfaces to remove excess alkalinity unless sealant manufacturers printed instruction indicates that alkalinity does not interfere with sealant bond and performance. Etch with 5% solution of muriatic acid, neutralize with diluted ammonia solution, rinse thoroughly with water and allow to dry before sealant installation. B. Priming: If required, prime surfaces which are to be caulked with manufacturers recommended or standard primer, after the surfaces have been prepared as specified. Before use, check primers for discoloration and dirt pick-up on adjacent surfaces. If staining occurs, after exposure, take adequate measures to prevent the primer from being applied over the face of adjacent porous materials by masking or other suitable measures. C. Joint Backing: 1. Joints shall be of depth necessary to provide for the specified allowable thickness of sealant and also the required backing where and as specified. Provide backing of extent and type as specified and required to provide for the allowable depth of the sealant. 2. Back-up Materials for Sealants: Non -staining, compatible with the sealant and primer, shall be of a resilient nature and as recommended by the manufacturer of the sealant. Size and shape of the backing shall be as required by the width of the joint and specified. Do not use materials impregnated with oil, solvents, or bituminous materials. 3. Compress backing material a minimum of 30% when inserted in the joint. Backing material for the upper portion of joint shall be a round rod or semi -circular in cross- section with the arc in contact with the sealant. D. Bond Breaker Tape: Install where indicated and as required by manufacturer's recommendations to ensure that sealants will perform properly. 3.03 Application A. Exterior Metal Sills: Set in full bed of polyurethane sealant. B. Thresholds: Set in full bed of latex acrylic sealant. C. Caulk Joints: 1. Apply sealants in continuous beads without open joints, voids, or air pockets, using a ratchet hand gun or mechanical powered gun. 2. Confine sealants to joint areas with masking tapes or other precautions. Apply compounds in concealed compression joints accurately so that excess compound will not extrude from joints. City of Fort Collins Section 07900 — Joint Sealers Park Planning & Development Division Page 3 of 5 3. Remove excess compound or sealant promptly as work progresses, and clean adjoining surfaces. 4. In rough surfaces or joints of uneven widths, install sealant, well back into joint. Recess equal to width of joint, or 3/8" minimum at masonry. 5. Use anti -tack agent where necessary to protect freshly applied sealant from public traffic and dirt. 6. Slightly recessed joints as to facilitate a painters line. Handtool and finish joints throughout construction. 7. Comply with manufacturers printed instructions and specifications. D. Concrete Paving Expansion Joints: Cut expansion joint filler down to allow joint depth equal to 75% of joint width, but neither more than 0.625" deep nor less than 0.375" deep. Seal over expansion joint filler with poured sealant. E. Workmanship: Employ only proven installation techniques, which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete Awetting= of the joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt. F. Joint Sizes: Install sealants to depths as indicated or, as recommended by the sealant manufacturer but within the following general limitations: 1. For normal moving joints sealed with elastomeric sealants but not subject to traffic, fill joints to a depth equal to 50% of joint width, but not more than 1/2" deep or less than 1/4" deep. 2. For joints sealed with non-elastomeric sealants and caulking compounds, fill joints to a depth in the range of 75% to 125% of joint width. G. Spillage: 1. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into the voids of adjoining surfaces. Use masking tape or other precautionary devices to prevent staining of adjoining surfaces, by either the primer/sealer or the sealant. 2. Remove excess and spillage of compounds promptly as the work progresses. Clean the adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. Do not damage the adjoining surfaces or finishes. 3.04 FIELD QUALITY CONTROL A. Samples: Where directed by the Architect, cut out and remove a total of three samples consisting of the undisturbed sealant and back-up material from the joint. Samples shall be 6" in length. Reseal cut out areas with the same materials. 3.05 CURING, PROTECTION AND CLEANING A. Curing: Cure sealants and caulking compounds in compliance with manufacturers instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. B. Protection: City of Fort Collins Section 07900 — Joint Sealers Park Planning & Development Division Page 4 of 5 1. Advise the General Contractor of procedures required for the protection of sealants during the construction period, so that they will be without deterioration or damage (other than normal weathering) at the time of acceptance. C. Cleaning: Protect surfaces from damage. Clean soiled surfaces immediately. Replace with new material any damaged material which cannot be cleaned with new material. END OF SECTION City of Fort Collins Section 07900 — Joint Sealers Park Planning & Development Division Page 5 of 5 I GEOTECHNICAL INVESTIGATION FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK FORT COLLINS, COLORADO Prepared For: CITY OF FORT COLLINS Park Planning and Development 215 North Mason Street P.O. Box 580 Fort Collins, Colorado 80522 Attention: Mr. Craig Kisling Project No. FC04931-125 July 13, 2009 I 351 Linden Street I Suite 140 1 Fort Collins, Colorado 80524 Telephone:970-206-9455 Fax:970-206-9441 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. IF TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS 1 PROPOSED CONSTRUCTION 2 SITE CONDITIONS 2 INVESTIGATION 2 SUBSURFACE CONDITIONS 3 SITE DEVELOPMENT 3 Fill Placement 3 Excavation 4 Dewatering 5 FOUNDATIONS 6 Helical Piers 6 Laterally Loaded Piers 7 APPROACH APRONS 8 WATER-SOLUBLE SULFATES 8 SURFACE DRAINAGE 9 LIMITATIONS 9 FIGURES 1 AND 2 — LOCATIONS OF EXPLORATORY BORINGS FIGURE 3 — SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 4 — EXAMPLE LATERAL EARTH PRESSURE DISTRIBUTIONS FIGURES 5 AND 6 — RESULTS OF LABORATORY TESTING TABLE I — SUMMARY OF LABORATORY TESTING APPENDIX A — SAMPLE SITE GRADING SPECIFICATIONS SCOPE This report presents the results of our geotechnical investigation for the proposed Fossil Creek pedestrian bridges at Stanton Creek in Fort Collins, Colorado. The purpose of the investigation was to evaluate the subsurface conditions and provide foundation recommendations and geotechnical design criteria for the two pedestrian bridges planned at this site. The report was prepared from data developed during field exploration, laboratory testing, engineering analysis, and experience with similar conditions. The report includes a description of subsurface conditions found in our exploratory borings and discussions of site development as influenced by geotechnical considerations. Our opinions and recommendations regarding design criteria and construction details for foundations, slabs -on -grade, lateral earth loads, and drainage are provided. If the project grading or proposed construction changes, we should be notified to review our recommendations and determine if they are applicable to the new proposed construction. Our opinions are summarized in the following paragraphs. More complete descriptions of the subsurface conditions, results of our field and laboratory investigations and our opinions, conclusions and recommendations are included in the subsequent sections of this report. SUMMARY OF CONCLUSIONS 1. Subsurface conditions encountered in our borings consisted of 17 to 18 feet of sandy clay over claystone bedrock. The upper 1 to 2 feet of claystone was highly weathered. 2. Groundwater levels were measured at 0.5 and 3.5 feet below the existing ground surface. Groundwater levels will affect the proposed construction. We anticipate temporary dewatering may be required during construction at this site. Temporary dewatering recommendations are provided in this report. 3. The City prefers a helical pier foundation system to support the proposed pedestrian bridges. Given the subsurface conditions, we believe helical pier foundations can be used. Foundation discussion and criteria for helical pier foundations are provided in this report. CITY OF FORT COLLINS-PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK - 1 CTL I T PROJECT NO. FC04931-125 PROPOSED CONSTRUCTION We understand two pedestrian bridges are planned at this site along the Fossil Creek Trail alignment. Based on plans received, one bridge is planned to cross Stanton Creek northwest of the intersection of Streamside Drive and Streamside Court. A second bridge is planned southwest of the intersection and will cross a lateral drainage to Stanton Creek. Both bridges will be single -span and 10-foot wide by 30-foot long. We understand the bridges will be prefabricated and have a wood or concrete deck with a 10,000 pound maximum load. Conventional abutments and wing walls are not planned for the bridges. The bridges will be constructed with a pre -manufactured steel abutment beam. The only concrete associated with the project will be the approach aprons and possibly the bridge decks. The bridges are intended primarily for pedestrian and bicycle traffic but may be used by light trucks for maintenance of the trails and bridges. We anticipate minimal excavation will be required to construct the bridges. SITE CONDITIONS The proposed construction site slopes moderately from the west and east toward Stanton Creek. Residential housing is located on each side of Stanton Creek. Ground cover consisted of natural grasses and weeds at each site with mature landscaping near adjacent housing areas. Water levels in Stanton Creek were approximately 1 to 2 feet deep at the time of our investigation. INVESTIGATION Subsurface conditions at the site were investigated by drilling one boring at each of the pedestrian bridge sites. Both borings were advanced to approximately 30 feet. The approximate locations of the borings are shown on Figure 1 and Figure 2. Our field representative observed drilling and logged the soils and bedrock found in the borings. Summary logs of the borings, including results of field penetration resistance tests, are presented on Figure 3. CITY OF FORT COLLINS -PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK z CTLIT PROJECT NO. FC04931-125 Samples obtained during drilling were returned to our laboratory and visually examined by the geotechnical engineer for this project. Laboratory testing included moisture content, dry density, swell -consolidation, Atterberg limits, and water-soluble sulfate tests. Results of laboratory tests are presented on Figures 5 and 6 and summarized on Table I. SUBSURFACE CONDITIONS Subsurface conditions encountered in our borings consisted of approximately 17 to 18 feet of sandy clay over claystone bedrock to depths explored. The upper 2 to 2.5 feet of claystone was highly weathered. Swell -consolidation tests showed swells of 0.1 and 0.2 percent in two samples of sandy clay tested from the site. Samples were wetted under a confining pressure of 1,000 pounds per square foot (psf). A more complete description of the subsurface conditions encountered is presented on our boring logs (Figure 3) and in our laboratory testing (Figures 5 and 6 and Table 1). Ground water was measured at depths of 0.5 feet in TH-1 and 3.5 feet in TH-2. Groundwater levels can vary with seasons and water levels in Stanton Creek. Groundwater levels may effect the proposed construction. Temporary dewatering recommendations are presented in this report. SITE DEVELOPMENT Fill Placement The existing on -site soils are suitable for re -use as fill material provided debris or deleterious organic materials are removed. If import material is required, we recommend importing granular soils. Import fill should contain 10 to 40 percent silt and clay sized particles (percent passing No. 200 sieve) and exhibit a liquid limit less than 30 and a plasticity index less than 15. Areas to receive fill should be scarified, moisture -conditioned and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK 3 CTL I T PROJECT NO. FC04931-125 99). The properties of the fill will affect the performance of bridge abutments, wing walls and approach aprons. Clay soils used as fill should be moistened to between optimum and 3 percent above optimum moisture content. Sand soils used as fill should be moistened to within 2 percent of optimum moisture content. The fill should be moisture - conditioned, placed in thin, loose lifts (8 inches or less) and compacted as described above. Placement and compaction of fill should be observed and tested by a representative of our firm during construction. Fill placement and compaction activities should not be conducted when the fill material or subgrade is frozen. Site grading in areas of landscaping where no future improvements are planned can be placed at a dry density of at least 90 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Example site grading specifications are presented in Appendix A. Excavation As we understand it, the bridges are to be constructed at or near existing grades. Excavations for the construction of the bridges will likely be minimal. We have provided this section on excavation in the event excavations are needed. The materials found in our boring in the area of the pedestrian bridges can be excavated using conventional heavy-duty excavation equipment. Excavations should be sloped or shored to meet local, State and federal safety regulations. Based on our investigation and OSHA standards, we believe the wet clay soils classify as Type C soils. Type C soils require a maximum slope inclination of 1.5:1 (horizontal:vertical). Excavation slopes specified by OSHA are dependent upon types of soil and groundwater conditions encountered. The contractor's 'competent person" should identify the soils encountered in the excavation and refer to OSHA standards to determine appropriate slopes. Stockpiles of soils and equipment should not be placed within a horizontal distance equal to one-half the excavation depth, from the edge of excavation. Excavations deeper than 20 feet should be braced or a professional engineer should design the slopes. The width of the top of an excavation may be limited in some areas. Bracing or "trench box" construction may be necessary. Bracing systems include sheet piling, CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK 4 CTLIT PROJECT NO. FC04931-125 braced sheeting and others. Lateral loads on bracing depend on the depth of excavation, slope of excavation above the bracing, surface loads, hydrostatic pressures, and allowable movement. For trench boxes and bracing allowed to move enough to mobilize the strength of the soils, with associated cracking of the ground surface, the "active" earth pressure conditions are appropriate for design. If movement is not tolerable, the "at rest' earth pressures are appropriate. We suggest an equivalent fluid density of 45 pcf for the "active" earth pressure condition and 60 pcf for the "at rest" earth pressure condition, assuming level backfill. These pressures do not include allowances for surcharge loading or for hydrostatic conditions. We are available to assist further with bracing design if desired. Dewaterina Ground water was measured in our borings at depths between 0.5 and 3.5 feet. Groundwater levels can vary with season and water levels in Stanton Creek. Depending on the time of construction, groundwater levels could be higher than measured in our borings. We understand minimal excavations are planned for the proposed construction. If excavations are conducted at the site they will likely encounter saturated soil and/or ground water. To reduce the need for construction dewatering, we recommend construction during dryer months with low flows in Stanton Creek be considered. Excavations within approximately 2 feet of ground water should consider temporary dewatering prior to and/or during construction. Dewatering can be accomplished using a series of trenches, sumps, and granular materials from which water can be pumped, or by a system of well points. The sumps should be several feet below the bottom of the excavations to pump water down through the soil rather than up through the bottom of the excavation. Pumping water up through the base of the excavation will likely result in destabilization of the base of the excavation. The ground surface surrounding the excavation should be sloped to direct runoff away from the excavation. For excavations planned several feet below groundwater levels, a series of well points may be needed to dewater the excavation effectively. The contractor should CITY OF FORT COLLINS -PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK 5 CTL IT PROJECT NO. FC04931-125 EM anticipate extensive dewatering and possibly caving soils in excavations below the water table. The design of a well point system will likely require further exploratory drilling to deeper depth and permeability tests both of which were not in the scope of this study. FOUNDATIONS We understand helical pier foundations are preferred for the pedestrian bridges. Based on the subsurface conditions at this site, helical pier foundations are feasible. We recommend extending helical pier foundations to bottom in the claystone bedrock. Design and construction criteria for helical pier foundations are provided below. These criteria were developed from analysis of field and laboratory data and our experience. The recommended foundation alternative can be used provided all design and construction criteria presented in this report are followed. Helical Piers Commonly available helical pier systems have maximum working capacities in the range of 30 to 50 kips. The design allowable load (a.k.a. working load) should be shown on the plans for each pier location. Helical piers should be installed to the required installation torque so as to achieve an ultimate capacity defined using a minimum factor of safety of 2 with respect to the design allowable loads shown on the plans. 2. The number and size of helix blades should be determined by the contractor to achieve the required torque and compressive capacity for the conditions at this site. However, the ratio of the design allowable capacity for helical piers to the total area of the helix blades should not exceed the allowable subsurface material bearing capacity. An allowable bearing pressure of 25,000 psf can be used for the claystone bedrock. 3. Helical piers should be spaced at least 4 pier diameters apart center to center or they should be designed as a group. If group design criteria are needed, please call. 4. Helical piers should extend at least 3 feet into unweathered, competent bedrock. Helical piers should be installed as close to vertical as possible. 5. The locations and angle of installation shall be clearly shown on the plans for all helical pier foundations. CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK g CTL I T PROJECT NO. FC04931-125 6. Installation of helical piers should be observed by a representative of our firm to confirm the depth and installation torque of the helical piers are adequate. Laterally Loaded Piers Several methods are available to analyze laterally loaded piers. With a pier length to diameter ratio of 7 or greater, we believe the method of analysis developed by Matlock and Reese is most appropriate. The method is an iterative procedure using applied loading and soil profile to develop deflection and moment versus depth curves. The computer programs LPILE and COM624 were developed to perform this procedure. Suggested criteria for LPILE analysis are presented in the following table. TABLE A SOIL INPUT DATA FOR LPILE or COM624 fSa ►fiiyy�GlC GegriularFlll;_ Material Type. Stiff Clay w/o Free Water Sand Effective Unit Weight (pci) 0.07 0.07 Cohesive Strength, c (psi) 12 - Fiction Angle (') 35 Soil Strain, E5o (in/in) 0.007 0.007 p-y Modulus ks (pci) 500 500 The E50 represents the strain corresponding to 50 percent of the maximum principle stress difference. We believe the following formulas in Table B are appropriate for calculating horizontal modulus of subgrade reaction (Kh) values. TABLE B MODULI OF SUBGRADE REACTION bs tClayaCiayFilll< +Granular,Sails _ `Modulus . of Subgrade Kh = 20 Kh = 20z Reaction Kh (tcf) d d vvnere a = pier ulamtnueF tn) anu c = uCNul kii). CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK 7 CTL I T PROJECT NO. FC04931-125 i APPROACH APRONS The proposed pedestrian bridges may include concrete approach aprons. We recommend the subgrade at these sites be scarified to a depth of 12 inches, moisture conditioned within 2 percent of optimum moisture content, and recompacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Concrete slabs should be a minimum of 6 inches thick, or thicker if required by local code or the owner. The slabs should be isolated from the abutment. Local regulation may also require the concrete slab be anchored to the ground. WATER-SOLUBLE SULFATES Concrete that comes into contact with soil and bedrock can be subject to sulfate t attack. We measured water-soluble sulfate concentrations in two samples from this site. Concentrations were measured at 0.04 and 1.8 percent. Water-soluble sulfate concentrations between 0.2 and 2 percent indicate Class 2 sulfate exposure, according ' to the American Concrete Institute (ACI). For sites with Class 2 sulfate exposure, ACI recommends using a cement meeting the requirements for Type V (sulfate resistant) cement or the equivalent, with a maximum water-to-cementitious material ratio of 0.45 and air entrainment of 5 to 7 percent. As alternative, ACI allows the use of cement that conforms to ASTM C 150 Type II requirements, if it meets the Type V performance requirements (ASTM C 1012) of ACI 201, or ACI allows a blend of any type of portland cement and fly ash that meets the performance requirements (ASTM C 1012) of ACI 201. In Colorado, Type II cement with 20 percent Class F fly ash usually meets these performance requirements. The fly ash content can be reduced to 15 percent for placement in cold weather months, provided a water-to-cementitious material ratio of 0.45 or less is maintained. ACI also indicates concrete with Class 2 sulfate exposure should have a minimum compressive strength of 4,500 psi. Sulfate attack problems are comparatively rare in this area when quality concrete is used. Considering the range of test results, we believe risk of sulfate attack is lower than indicated by the few laboratory tests performed. The risk is also lowered to some extent by damp -proofing the surfaces of concrete walls in contact with the soil. ACI CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK '8. CTL I T PROJECT NO. FC04931.125 indicates sulfate resistance for Class 1 exposure can be achieved by using Type II cement, a maximum water-to-cementitious material ratio of 0.50, and a minimum compressive strength of 4,000 psi. We believe this approach should be used as a minimum at this project. The more stringent measures outlined in the previous paragraph will better control risk of sulfate attack and are more in alignment with written industry standards. SURFACE DRAINAGE Performance of flatwork and foundations are influenced by changes in subgrade moisture conditions. Carefully planned and maintained surface grading can reduce the risk of wetting of the foundation soils and bedrock and flatwork subgrade. We recommend the following precautions be observed during and maintained after the completion of the proposed construction: 1. Wetting or drying of the open foundation excavation should be avoided. 2. Positive drainage should be provided away from foundations, wing walls, and abutments. We recommend a minimum slope of at least 5 percent in the first 10 feet away from the foundations in landscaped areas, where possible. Flatwork adjacent to the abutments should be sloped for positive drainage away from the bridges. Water should not be allowed to pond on flatwork. 3. Backfill around foundations should be moisture treated and compacted as discussed in Fill Placement. 4. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the bridges. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to limit weed growth and allow for evaporation. LIMITATIONS Although our borings were spaced to obtain a reasonably accurate picture of subsurface conditions, variations not indicated in our borings are always possible. We should observe excavations and helical pier installation to confirm soils and bedrock are similar to those found in our borings. Placement and compaction of fill, backfill, CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK 9 CTL I T PROJECT NO. FC04931-125 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. subgrade, and other fills should be observed and tested by a representative of our firm during construction. We believe this investigation was conducted in a manner consistent with that level of skill and care ordinarily used by members of the profession currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the proposed construction from the geotechnical point of view, please contact the undersigned. CTL I THOMPSON, INC. by: ZI /U� Spencer Schram, El Staff Engineer Reviewed by: Robin Dornfest, PG Geotechnical Department Manager Eric D. Berhhar Project Manager C CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK 10 CTL IT PROJECT NO. FC04931-125 APPROXIMATE SCALE: V=80' 0; 30' 60' LEGEND: TH-1 INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING CITY OF FORT COLUNS - PARK PLANNING AND DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK CTL I T PROJECT NO. FC04931-125 VICINITY MAP (FORT COLLINS, COLORADO) Locations of Exploratory Borings FIGURE 1 APPROXIMATE' SCALE: r=sa 0 N sa LEGEND: TH-1 INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING CITY OF FORT COLLINS - PARK PLANNING AND DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK _ CTL I T PROJECT NO. FC04931-125 ViclwTv mAp (FORT COLLINS, COLORADO) Locations of Exploratory Borings FIGURE 2 TH-1 TH-2 0 i Q 01 4/12 01 i_00, 5 01 00 3/12 do SL 10 7/12 01 15 3/12 00, 20 50/9 w LL ' 2 F- a 0 5016 25 30 Q 0 a s J r U 35 ti 0 0 J r a 0 N m 11 40 _ 45 CITY OF FORT COLLINS - PARK PLANNING AND DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK CTL I T PROJECT NO FC04931-125 LEGEND: CLAY, SANDY, MOIST TO WET, SOFT TO STIFF, BROWN TO DARK BROWN, GRAY (CL) WEATHERED CLAYSTONE, WET, MEDIUM HARD, BROWN, GRAY CLAYSTONE, MOIST TO WET, HARD TO VERY HARD, BROWN, GRAY DRIVE SAMPLE. THE SYMBOL 4/12 INDICATES 4 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER 12 INCHES. _V WATER LEVEL MEASURED AT TIME OF DRILLING. t WATER LEVEL MEASURED SEVERAL DAYS AFTER DRILLING. W NOTES: 0 1. THE BORINGS WERE DRILLED ON JUNE 4, 2009, USING 3-INCH DIAMETER CONTINUOUS -FLIGHT SOLID -STEM AUGER AND A MINI -SNEAK DRILL RIG. 2. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS IN THIS REPORT. Summary Logs of Exploratory Borings FIGURE 3 hi h WALL TYPE EARTH PRESSURE P='YA•H H = HEIGHT OF WALL (FT) P = LATERAL PRESSURE (PSF) yA = ACTIVE HYDROSTATIC UNIT WEIGHT (PCF) P CANTILEVER WALL (Active Condition) P = 0.6 •yP' H H = HEIGHT OF WALL (FT) P = LATERAL PRESSURE (PSF) P yP = PASSIVE HYDROSTATIC UNIT WEIGHT (PCF) BRACED OR TIE —BACK EXCAVATION P1 = yA ` (Y2hs) Ft = yA t (h+ ohs) h = HEIGHT OF WALL (FT) hs = HEIGHT OF SLOPE (FT) P7 = LATERAL PRESSURE, TOP OF WALL (PSF) Ft PZ = LATERAL PRESSURE, BOTTOM OF WALL (PSF) I = ACTIVE HYDROSTATIC UNIT WEIGHT (PCF) CANTILEVER WALL —SLOPING BACKFILL (Active with Surcharge) Example Lateral Earth Pressure Distributions CITY OF FORT COLLINS - PARK PLANNING AND DEVELOPMENT FIGURE 4 FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK CTL I T PROJECT NO. FC04931.125 3 2 1 Z 0 O VJ Z Q -, CL x W Z -2 O cn W 2 -3 CL 2 O U EXPANSION UNDER CONSTANT ________________________ ---------------- PRESSURE DUE TO WETTING 1 ' �_ ' t ! __ __ ' ____ _____ --------- ____ __ ____ ----------- r r r , , t 1 1 1 • 1 i , , • , 1 1 r I 1 , 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH - 1 AT 9 FEET Z O 0 N Z a IL x -1 W 0 Z Ow -2 rn co W 2 IL 3 2 O V -4 10 100 DRY UNIT WEIGHT= 97 PCF MOISTURE CONTENT= 25.2 % '. EXPANSION UNDER CONSTANT 1 ' ' ' _ _- _ _;_ ` . P ESSURE DUE TO WETTING 1 1 • 1 1 1 , � , , ---_— _ I 1 • 1 � 1 I 4 1 1 1 r 1 1 ' 1 f I 1 1 I 1 1 S 11 r 1 1 1 •• 1 1 • 1 1 1 1 I 1! 1 1 '•! 1 1 1 1 • , 1 1 1 1 1 1 1 1 1 � I r . • _• I I I _ ____ 1 1 1 1 1 _ 1 — _ _ _ I 1 i 1 1 1 1', ' • ♦ r Y I , 1 1 1 1 1 ,{ 1 I f - • • 1 1( { I 1 1 ' 1 ' , 1 • _ 1 1 1 1 I •, r • 1 1 . , I 1 1 1 1 1 , 1 • 1 •' 1 , • 1 � 1 1 I' 1 1. ' , 1 • • I I 1 1 , . 1 , r •' 1 ) 1 I 1 e 1• � 1 I l 1 J f 1 • • • • I 1 1 1 I ' 1 • • ; ; ; • 1 1 1 , 1 1 1 1 , . • , 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH - 2 AT 9 FEET CITY OF FORT COLLINS - PARK PLANNING AND DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK CTL IT PROJECT NO. FC04931-125 10 100 DRY UNIT WEIGHT= 105 PCF MOISTURE CONTENT= 23.1 % Swell Consolidation Test Results FIGURE 5 HYDROMETER ANALYSISI SIEVE ANALYSIS' 25 HR. 7 HR, TIME. READINGS U.S: STANDARD SERIES CLEAR SOUME OPENINGS 45MIN. 15MIN. SOMIN. 19 MIN, '4 MIN. 1MIN, '200 '100- '50-40'30 116 la'6 -4 318' 3/4' 1Yr' 3' SB' 8' 0 10 90 i70 1 i e 4,T - —(t soSO �. 46 30 i {= ` 90 10 -- �i074 0.002 .005' .009 .019 .037 .149 297 1.19 -2.0 138 4.76 9.52 19.1 36:1 7a2 127 200 .001' 0.42.690 152 DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL CLAY (PLASTIC) TO SILT (NON -PLASTIC) _77'SANDS FINE. MEDIUM CCARSE FINE COARSE 'COBBLES Sample of CLAY, SANDY (CL) GRAVEL 1 % SAND 37 % From TH - 1 AT 4 FEET SILT & CLAY 62 % LIQUID LIMIT 44 % PLASTICITY INDEX 30 % HYDROMETER ANALYSIS'. SIEVE ANALYSIS _- 25 HR, 7 HR. TIME READINGS U:S• STANDARD SERIES CLEAR SOUARE OPENINGS 45 MIN. ISMIN. 60 MIN: 19 MIN., 4 MIN, 1 MIN. •200. -100 '60 '40 '30 '18 110 .8 -4 318' 3/4' W 3- S'e• 8'0 100 90 10 80 >a 40 a 60 50 IF 50 w n 40 80 n 30 70 20 eD 1o so o ,00 :001 0.002 .006 .00.9 .019! .037 ,074 .149 .2v 0.42590 1,111 2.0`2.30 :4.76- 9.52 19:1 3&1 76-2 127 .200: 162 'DIAMETER OF PARTICLE IN MILLIMETERS CLAY'(PLASTIC) TO SILT (NON -PLASTIC) SANDS iGRAVEL FINE - MEDIUM COARSE ,FINE .COARSE I COBBLES. [: Sample of CLAY, SANDY (CL) From TH • 2 AT 14 FEET CITY OF FORT COLLINS - PARK PLANNING AND DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK CTL I T PROJECT NO. FC04931-125 GRAVEL 0 % SAND 17 SILT 8 CLAY 83 % LIQUID LIMIT 50 PLASTICITY INDEX 34 Gradation Test Results FIGURE 6 TABLE SUMMARY OF LABORATORY TESTING BORING DEPTH FEET MOISTURE CONTENT % DRY DENSITY PCF . ATTERBERG LIMITS WELL TEST RESULTS, PASSING NO.200 SIEVE % SOLUBLE SULFATES % DESCRIPTION LIQUID' LIMIT PLASTICITY INDEX SWELL % APPLIED' PRESSURE' (PSF) TH-1 2 1 0.04. CLAY, SANDY CL TH-1 4 27.1 96 44 30 62.4 CLAY, SANDY (CL)_ TH-1 9 25.2 97 0.1 1,000 CLAY„SANDY CL TH-2 2 26.5 95 1.80 CLAY, SANDY (CL) TH-2 9 23.1 105 0.2 1,000 _ CLAY, SANDY CL TH-2 14 24:5 99 50 34 82.7 CLAY, SANDY (CH). CITY OF FORT COLLINS - PARK PLANNING AND DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK CTLIT PROJECT NO. FC04931-125 Page 1 of 1 APPENDIX A SAMPLE SITE GRADING SPECIFICATIONS SAMPLE SITE GRADING SPECIFICATIONS DESCRIPTION This item shall consist of the excavation, transportation, placement, and compaction of materials from locations indicated on the plans, or staked by the Engineer, as necessary to achieve building site elevations. 2. GENERAL The Soils Engineer shall be the Owner's representative. The Soils Engineer shall approve fill materials, method of placement, moisture contents, and percent compaction, and shall give written approval of the completed fill. 3. CLEARING JOB SITE The Contractor shall remove all trees, brush and rubbish before excavation or fill placement is begun. The Contractor shall dispose of the cleared material to provide the Owner with a clean, neat appearing job site. Cleared material shall not be placed in areas to receive fill or where the material will support structures of any kind. 4. SCARIFYING AREA TO BE FILLED All topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed. The surface shall then be plowed or scarified to a depth of 8 inches until the surface is free from ruts, hummocks or other uneven features, which would prevent uniform compaction by the equipment to be used. 5. COMPACTING AREA TO BE FILLED After the foundation for the fill has been cleared and scarified, it shall be disked or bladed until it is free from large clods, brought to the proper moisture content and compacted to not less than 95 percent of maximum dry density as determined in accordance with ASTM D 698, AASHTO T 99. 6. FILL MATERIALS On -site materials classifying as CL, SC, SM, SW, SP, GP, GC, and GM are acceptable. Fill soils shall be free from organic matter, debris, or other deleterious substances, and shall not contain rocks or lumps having a diameter greater than three (3) inches. Fill materials shall be obtained from the existing fill and other approved sources. 7. MOISTURE CONTENT Fill materials shall be moisture treated. Clay soil should be moisture treated between optimum and 3 percent above optimum moisture content. Sand soils should be moistened to within 2 percent of optimum moisture content. Sufficient laboratory compaction tests shall be performed to determine the optimum moisture content for the various soils encountered in borrow areas. CITY OF FORT COLLINS- PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK A-1 CTL IT PROJECT NO. FC04931-125 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal' item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement'. The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and 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. IF The Contractor may be required to add moisture to the excavation materials in the borrow area if, in the opinion of the Soils Engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. The Contractor may be required to rake or disk the fill soils to provide uniform moisture content through the soils. The application of water to embankment materials shall be made with any type of watering equipment approved by the Soils Engineer, which will give the desired results. Water jets from the spreader shall not be directed at the embankment with such force that fill materials are washed out. Should too much water be added to any part of the fill, such that the material is too wet to permit the desired compaction from being obtained, rolling and all work on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture content. The Contractor will be permitted to rework wet material in an approved manner to hasten its drying. 8. COMPACTION OF FILL AREAS Selected fill material shall be placed and mixed in evenly spread layers. After each fill layer has been placed, it shall be uniformly compacted to not less than the specified percentage of maximum dry density. Fill materials shall be placed such that the thickness of loose material does not exceed 8 inches and the compacted lift thickness does not exceed 6 inches. Compaction, as specified above, shall be obtained by the use of sheepsfoot rollers, multiple -wheel pneumatic -tired rollers, or other equipment approved by the Engineer. Compaction shall be accomplished while the fill material is at the specified moisture content. Compaction of each layer shall be continuous over the entire area. Compaction equipment shall make sufficient trips to insure that the required dry density is obtained. 9. COMPACTION OF SLOPES Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction operations shall be continued until slopes are stable, but not too dense for planting, and there is no appreciable amount of loose soil on the slopes. Compaction of slopes may be done progressively in increments of three to five feet (3' to 5') in height or after the fill is brought to its total height. Permanent fill slopes shall not exceed 3:1 (horizontal to vertical). 10. DENSITY TESTS Field density tests shall be made by the Soils Engineer at locations and depths of his choosing. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density tests shall be taken in compacted material below the disturbed surface. When density tests indicate that the dry density or moisture content of any layer of fill or portion thereof is below that required, the particular layer or portion shall be reworked until the required dry density or moisture content has been achieved. CITY OF FORT COLLINS -PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK A-2 CTLIT PROJECT NO. FC04931-125 11. COMPLETED PRELIMINARY GRADES All areas, both cut and fill, shall be finished to a level surface and shall meet the following limits of construction: A. Overlot cut or fill areas shall be within plus or minus 2/10 of one foot. B. Street grading shall be within plus or minus 1/10 of one foot. The civil engineer, or duly authorized representative, shall check all cut and fill areas to observe that the work is in accordance with the above limits. 12. SUPERVISION AND CONSTRUCTION STAKING Observation by the Soils Engineer shall be continuous during the placement of fill and compaction operations so that he can declare that the fill was placed in general conformance with specifications. All site visits necessary to test the placement of fill and observe compaction operations will be at the expense of the Owner. All construction staking will be provided by the Civil Engineer or his duly authorized representative. Initial and final grading staking shall be at the expense of the owner. The replacement of grade stakes through construction shall be at the expense of the contractor. 13. SEASONAL LIMITS No fill material shall be placed, spread or rolled while it is frozen, thawing, or during unfavorable weather conditions. When work is interrupted by heavy precipitation, fill operations shall not be resumed until the Soils Engineer indicates that the moisture content and dry density of previously placed materials are as specified. 14. NOTICE REGARDING START OF GRADING The contractor shall submit notification to the Soils Engineer and Owner advising them of the start of grading operations at least three (3) days in advance of the starting date. Notification shall also be submitted at least 3 days in advance of any resumption dates when grading operations have been stopped for any reason other than adverse weather conditions. 15. REPORTING OF FIELD DENSITY TESTS Density tests made by the Soils Engineer, as specified under "Density Tests" above, shall be submitted progressively to the Owner. Dry density, moisture content and percent compaction shall be reported for each test taken. 16. DECLARATION REGARDING COMPLETED FILL The Soils Engineer shall provide a written declaration stating that the site was filled with acceptable materials, or was placed in general accordance with the specifications. CITY OF FORT COLLINS - PARK AND PLANNING DEVELOPMENT FOSSIL CREEK PEDESTRIAN BRIDGES AT STANTON CREEK A-3 CTL IT PROJECT NO. FC04931-125 FOSSIL CREEK TRAIL AT STANTON CREEK LOCATED IN THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SEPTEMBER 201 1 ABBREVIATION LIST AD AUGEORMC DIFFERENG. UN, w—. PE PG.— ARS,GOV REOWOFFYAUVE ACC PO NIT OF COMPOUND [Y[Nvrt CURVATURE FL F,OM,URS MY INVERT V— WASTICALPOPROFTAINKNENCY UP DROPS 1. �TTOMOP— E TRILBY RD 22p nR CREEKREEKSTANTONry P P.U.D. _pa ^50 NA$$AU WAY � LEYAY AA ESTATES O SITE A `41`� 3 _1" Eg VICINITY MAP SDALE: N. BENCHMARK: CITY OF FORT COLLINS BENCHMARK NUMBER &96. ELEVATION - 4948.46 DESCRIPTION'. NORTH SIDE OF CARPENTER ROAD COUNTY ROAD 32) APPROXIMATELY 200 FEET CAST OF SOUTH LEMAY AVE ON THE WEST END OF A CONCRETEHEADWALL. CITY OF FORT COLLINS BENCH MARK NUMBER J 96, ELEVATION= U)59.34 DESCRIPTION'. ON THE SOUTHWEST CORNER OF SOUTH LEMAY AND PROVINCE DRIVE. ON THE NORTHWEST CORNER OF A STORM INLET. DATUM - NGV D 1929 UNADJUSTED INDEX OF SHEETS SHCCT NO. DESCRIPTION OF SN2ETS 1................................ C—.- 2................................ OVYVLLW MAP 9.. ......_ ..................._._ TRAM. PI -AN a PROFI" 10................................... DnIDD. PURR 9 P.ON4 1 a.2D................................ r..nc.w a.rnox. 21................................ Em.—CON.RO'B. ..IRS, ........................... CONto UROMD.TMUI 91.92................................ BMOO[FwNwnoN PUH OWNER / CONSTRUCTION SIDE OPERATOR G OPF—C . PARK PLANNMO... ORYR ...T 215MASON .— FORT COLUNI CoIURADO 906L CONTACT R RAIG M CONTACT: CRA1D KIBYND CN URUTY NOT6KARCN CENTER IX C... UNID, BillMORAS .-AM G...I .I.. BID SET NOT FOR CONSTRUCTION NR. wNNa.. Dm. M. CC__Cky Of Collins =�UT r. m 09/01/1 I D N/A ----- ------------- _ TRACTF _ 3O 31 _ __--SHEET-- � Ep GREENSTONE 58 _ O. .. TRACTp -----� \ 57 TT \m,♦ .SHEET 4,__ `\ 68 / \ 101 IOp 99 AIR 91 ya 9S / • TRApCT -.-� �` ; / SHEETS 'e" 755 ��-- e S U RAM/ER/VE 1 HEET4 T N 0 ♦ i� � p/ / 86 � 3] R SIINTON 2 OR/VE 4♦\ ` / \ CREEK OOQ 16 \]�yr♦♦ \I)\ I.rR�\L �� FR P.UO 91 V �LEMAYAVENUE / \ ♦ ��•`\♦\\ 59 a E4M5J POR/V TS . .... .. /a ..� MATCX LINE\ \ �• ♦ I Y • ..... .�n. •.• T S(ANTON CREER 3 � / 4�` \ l \\ b 51 ......... . \.l .8 \ `SHEETS. \...........................SO /\ a v SHEETS / / •�♦fb- SI W 13 O QL SHEET7 IS M H IT _•'^ i ! / GREENSTO/JE LEMAYAVENUE 71AC7 , 0.Po ORyE- _�\RACTF Vim: — _ _ 8`♦ EJ I \— EMERSON ACRES ♦• �/ �'W ♦ $/ i __/ ROUSMER FARM LOTI \\ r _ SHEETS Z p VE 11 ram\ /a m EMERSONACRES\I /* �♦ A y� \ _� LOTT CRES �rF EMERSONA LOr3 1 3O \ E 1 / EMERSONACRES\ CALL nu NOnfiCnnOK „u L U IEF M C.C.A. rw e» R. ,on BID SET NOT FOR CONSTRUCTION rrv��e• .x wa® `o. nrvrvm/naw wuf � Fro-ft\ FOSSIL CREEK T2 AT STMITON CREEK TRML CAROM YM :I o.d 09/01/t l 2 p rwv! pl COLL ACE EPACE N. �� \ \\ �AN. ------------- mAcrD \ \ N. MACrG ANN LEMAYAVENUE ESTATES P.UO \ \ •\ ` \/ A. ITT LOT1I \ \ \ \ VIA Lorzz / �':'.` •Zv�v 8 R .9.. .9 4• B IT TRNTERPS 3 I R � 0 tAR g' .9]0 .R11 mrzo ..a...,.,, \ \ I �: �r .00J .9350J 8 B R 8 e I N;11 I e .Rz3 oo i"°�• Rll o >000 x oom R wE. N011FC.T ` M CENTE!y Ra Cw AEO ITIw.WwN 811 o „o IN SCALE I So BID SET NOT FOR T■■RCCONSTRUCTION T �FM`CCiitty of Colfins n i J FOSSIL CREEK TRYL AT STANTON CREEK TRK PUN k PROFILE wu 09y01y11 3 No Text No Text No Text No Text I I I I I I I Ig \ m1 ' OT GREENSTONE P.U.D. LOr<E �.�:'_ � �::'.����,� ;•:oaf:, IT TRACTF � EMERS TACRES F F 6• A ITTQ — \ / .9.OW Y ' Y W p.... / jnej rtwK J 1]I is 111 CAu I' n NOnrw nce aN¢AO' Cao ADD ULI 2- 811¢A BID SET NOT FOR CONSTRUCTION V .. I wI %�� lins FOSSIL CREEK T"L AT STANTON CREEK TRUL PIµ R PROME v hs 09/01/I1 8 su 1'�JO 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be No Text TRACTr . F III"' L 811 BID SET NOT FOR CONSTRUCTION City of For, Collins FCSS4 CREEK TM AT ST.MN CREEK EMOGE P1 & PRCOU 10 4Ul R Q. 1� 0 V R7CAL 10 1 10 cAl 011 CENMR C ca 0 811 BID SET NOT FOR CONSTRUCTION Xx�lwj C" of Fort Coilins FOSVL CREEK TRW AT STANTON CREEK BRII)GE PIAN d R LE k7 *.W, 31.50 32.. 22,W 21+. 34+. 35.00 35.5� 30 15 ZLI I ", AL SCALC -.1 811 BID SET NOT FOR CONSTRUCTION City of Fort Collins f OSVL CREEK T"L AT STANTON CREEK ORK)GE PUN & PRORLt 12 4240 1121 2].. 23.5 l4.. I - 10 30 1 30 60 • SC<LR1 3 CAu oLITY R nnCAna CENTR a Ca O ell BID SET NOT FOR CONSTRUCTION Xm�lwj City of Fort Collins FMIL CREEK TRW AT STANTON CREEK SRX)GE PLNN & PROFILE wyn W/01/11 0+50.00 .we w36 .BN .Bz$ 4QI.0 \ / \ \ \ +oo,00 .93641215 Bz.1.24 vzz4.22 .938 10 IXML / 6x w.ce / Izro) 2+50.00 .926 0 III. / / v9oB w.o6 Izw) 1 \ / a.00 4926 .B]6 922 .9]0 .9]0 -]o -zo - o m $o ]e J+00.00 .9$6 .B]0 .93$ .9 zz .9I0 .9z0 -10 0 10 20 b .910 4+50.00 / 11 Gwwtl NNn `cwii9`1a Caanao [[ee�� 811 Vw2w BID SET NOT FOR CONSTRUCTION r.�,� 1`l` fp$SIL CREEK rIWL AT STANTON GREEN rRUL caoss sccnoNs "' o9roln, 14 T+00.00 6+50.00 col ND�AnN arK.n MCA. •nxe wxe .We .n}e mar a.0 roi e» a.0 1-ws) wn+ ww •pX .ple .We mamsso m' mu .92e m uVrtvp lnri W, . Iwan Iml ° 10 M b a e0 a •p30 .n 0 -b -i0 - 0 10 l0 ]0 40 ]0 e0 a}° 1+50.00 8+00.00 .938 .n}e •9le � •nte axe 1p1. BID SET / NOT FOR CONSTRUCTION •9N aN .p]• .p]• / / / / 49}} .923 •n3I •n}I / , / r .•�.• -b -x° -10 o ip m b a s° w i930 •nx0 -xo -1p ° ip zo w .°4111 ea a •vxo 8+50.00 9+00.00 s .912 a]z .9]• .9N at Fort_ C`ils .9}e / •ple •9b 49b FQ$ C'EK TR AT mCa05I0 1a' mu [. PaE STANT M CKEN .pM .pz6 •93e i .ni0 Tf1Ii CRO$$ $EEIIEH$ .934 .pz. 1136 .n16 -1° 0 10 -10 0 10 l(I ]0 a y ep . 15 9+50.00 ffY.We p+00.00 CxLL VRII• NOMUIW cwrtP ell .9]] •9li .9N .9J• ��� .9b •9b .9J] 4932 .91e .9]e .9f0 •nb .vm .v9a •vza .vze .91. 4924 •nM .9z6 -b -}o -m o 10 30 b .0 . 60 -]0 -30 -10 a 10 SO JO w SS e0 10+50.00 I I+00.00 .9N .04 .n]. .W. BID SET NOT FOR CONSTRUCTION ww wb .vJa .nb wx° wxe ,........ .�...,, o.,.. .nxe .9ze b -}0 -1. 0 10 30 ]0 .0 50 EO '°]b .936 .9}6 pn'vm/x.w oal, I1+50.00 •9J] .nJ3 •93. -M -20 -10 0 10 z0 ]0 W ]0 EO '9S' ^ n... Clay Of .nb .nb Fort�`i`s .vze .93e e _ 12#00,00 =MEKT�.9x6 .nie •12. ,y}{ •9x. •9]• .93. .9x• SMu. BPS ..✓+ _ •9}z .9II .953 .9}] 1 6 OD/01/11 4n30 -10 0 10 30 6 W . 60 °b ° '°b / / Ex1EP SIu1Tp GQEx f10000.ux Pw wwc f•rov E. w.oE arol rnmosco 10 muE prof 1z+50,00 .926 9}6 4924 \ \ \ .924 9}0 .9}0 l0 14+00.00 .vJo .v]0 6 \ .926 .926 \ .9x. .93. -lo -m -�o o la zo Jo 15+50.00 .9J. .... .112 .112 0 - .9)0 .9xe \ 6 1 T+00.00 N .9J. .9J3 .9JE .9Jo .vw .926 .92e -N1 -20 -1. o m xo JO 13+00.00 e2e 9xe - - ePaouo io' ma _ \ E1A nob .916 .9}e MCV W.OE Ixro) \ .e32 p _x0 -10 0 10 3p u. 1912 14+50.00 9 .9J0 .936 .9]6 112. .9x. -]o -xo -ia a l0 30 Jo 16+00,00 .BN .9N .9]x .BJ3 . Bz6 p -20 -10 0 10 30 ]0 OM 1 J+50,00 .9J2 .9J3 .9N \ 9]0 .a3e .vie EN IEN 51.1. IK1. 10O: 1. .926 1.16 -]0 -}0 -10 0 10 NI YJ 13+50.00 wze \ \ OM .926 .924 •pN 10 20 XI 15+00.00 Cvi S2u.2W @EEK R AIN .9x0 .926 -Jo -zo -l9 a 10 x9 w 16+50,00 .9J. N 9]3 .91x .v \ 0 4936 JO -30 -10 0 10 z0 y] 492e 18+00.00 0 .9]B E0E91P1IN BPiOfE .9x .936 .936 .926 .9}. .92. -Jp -20 -10 0 10 z0 .YJ wa xN.p cnu unu*. xo.lnunax aN2P a caaP.00 -811 .. a BID SET NOT FOR CONSTRUCTION CCOONSTRUCTION .ian/ryx 0e 1. mr1Coltins nqxwn FOSSIL CREEK TRW 4T StNRON CREEK TR CROSS SECnO w.M.. 09 U1,1I 17 18+50.00 r9 ]3 19 ]] A9 ]0 \ A9W w3e ]9I0 9}B -10 0 10 IO XI 20+00.00 A9]A 49)1 4932 A9 \ AB Yv 21+50.00 19X 19M 4. 19]x 401 19M ]II -IO -10 0 I0 20 NI 41. 22+85.00 19M \\ 19]1 4932 HA \ 19]O 19)0 19+00.00 39 ]] 19)x 0 19b L930 4. 9}6 -30 -IO 20+50.00 19)A 9) 49J3 M A O) ) 1 L9 J0 L9]0 19xB 1930 22+00.00 Q. 1 w) YO 10 MML ALL A 19]11 9J0 1 m m w 23+00.00 19]I L9]3 \ PEDCSNUH BgioCE 0 \ 3 m•3911 4131 \ MIS 19+50.00 193W 4.1 A9)2 A9 ]3 L9]0 LpJO 920 B -NI -30 -i0 0 i0 30 ]0 21+00.00 41. A9N I 9Y 9]I 0 B9b i0 20 ]0 22+50.00 0. 9J1 IBJI WALL A \ 19 ]x (4 x�LH) r9 b -p _�0 0 10 x0 ]0 19)0 23+50.00 19)3 IB]2 srABmsD mm criaH 19J0 19b piyq ]Ulw CALL UDUr HORDCAPp CEH RR Of C0.pI.1D0 811 BID SET NOT FOR CONSTRUCTION m/Yw poll �� ^ww w mn FOSSIL CREEK TRKE. AT STANTON CREEK TRNL CROSS SECTIONS mH 09/01/II 18 sou. 1•�10' returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established 492a �I I I I I \ I.91fi -]0 -1. no o 10 10 ]O 24+00.00 .9a. .9J. / EOLSRI.IX Bp10/2 .9x4 .910 -M -20 -1. 0 10 30 M 25+50.00 .9 .9M .932 4911 1 1 1 1 1 1.910 -1. 0 10 20 M 24+50.00 M .33. .9]2 .BJS L _ $'I 4930 1 1 1 1 1 1 1 4920 -M -30 -10 0 l0 xo NI 25+00.00 9M .9]. M \ \ .9M MU 26+50.00 9M .BM 28+00.00 .9.0 .9w � N.LL. El.w .3 -N1 -SO -10 O 10 30 ]0 .SIN 29+50.00 .9N .9.0 .9M .9M .9.x .9w .9b -M -20 -10 0 10 M mmw K CALL Unun xpnPCAn0% ..rtK a Caa.00 811 BID SET NOT FOR CONSTRUCTION a 'au m m Forte rt�riis n.l�l wm m uvm FOSSIL CREEK T"L AT STN9TCN CREEK TM CROSS SECOCNS ow 09,01,11 19 m 1��10 80+50.00 .92B .93B .9N W1 82+00.00 .9J3 aaa w.oE t*w) .vz6 53,5000 .9.3 .9.0 0 & NEIGHBORHOOD CONNECTION 81+00.00 .9YJ .9]0 6 / 4936 40. 82+50.00 .9I. / .qlt / Ez GR WL .93e 81+50.00 .913 .9 J1 .990 .9z6 .936 J 9]b 83+00.00 .9]B 9X aaoaosEo 6' .RUL Tro) .9M py 1.12 .9J3 »N� C.0 "ULR NOnFCAaC CENTR a Ca6caeno 811 BID SET NOT FOR CONSTRUCTION of FRo�t`r S FOSSIL CREEK TM AT STMTON CREEK T"L CROSS SECTORS m 09/01/11 2 0 ssa. 1'.10' -- - -------------------- ------------------ ----------- 1RACTZ.-I 0 21 ----------- 95 Y MA D 23 w 24 LARAA/ERfVER IVE CREEW OA L 'AYAVENUE 3 2rAgATT _U_ 2 39'AACTC E --7 A' "l-W A 12 , LEAKAIA. 47 17 �EIPAAN —.17 L012 rl T TRACTF A .,j LEGEND cE) CMl UILL NOMCAMX mn. C C"� 811 10 w o BID SET NOT FOR CONSTRUCTION =M=— Forte„ ty of F(Xisk CZ. TRW AT ST.T(M CREEK EROspN CONTROL PLAN 21 ,-7, °v6"m.0 wiL m°.:•ciw •art 1. 6' NEIGHBORHOOD CONNECTION TRAIL STA 8R0+T00 AB3+6D rµa (51.11SrpM�xll. it {II f' <WQ[R Mul PNI xnrta ABP.[C STANTON CREEK TRAIL STA 22+50-22+43.56 rarACR nti � mw[a �.0 s rarAR n.. •' "' sww�.z ° . xcmaaaK[ aarnw °veoi.0 us`A°Npu aoxm av6x I�..O STANTSTANTON CREEK TRAIL ON CREEK TRAIL STANTON CREEK TRAIL STANTON CREEK TRAIL STA 12+03-17+85, 14+55.20+86 srw o+oo-18 &29+48.66023+50.45 o STA o1+20.6+50 STA 6+50-11+75 &24+57.76.27+30 T TO Ifr.�ro.N �rl>.•wl 7c9trt x 'a— l cwcx[rt .r.0 • XI P [ncrt .aK R6NX« (10 Oa..000x) Sx STANTON CREEK TRAIL STABILIZED TRAIL SECTION STANTON CREEK TRAIL STANTON CREEK TRAIL STA 20+86.22+50 STA- 3+48.86-2 +97.76 STA27+30 28+60 STA 28+80-END r 10CONCRETE (RAIL aPONm[a al�.aa�rt9x.� CEDAR PICKET PRIVACY FENCE STATION 20+B4-22+81 NOTES, I. 2' CLEAR FOR REBAR UNLESS OTNERAISE NOTED ]. REBAR TO BE IM BARS AT MAX 12- SPACING CONCRETE TRAIL & WALL DETAIL NTB TRAIL INTERSECTION GRADING DETAIL x[„...[. III .I--x. cm, T. unv— •INa :All I aOw �3i �[9�. 10, CNx �tbx BID SET NOT FOR CONSTRUCTION A.w9an/luu. m1. Forte "t.,��l�s FOSSIL CREEK 7UT.LS STANTON CREEUCCO STRTION 22 N/A I.,. .,.- .. 4...A. .s W. ••M. �.FS ri r. , vlix rxK SO s.¢ ry 4K¢�AR �B MRS .eP CDNsm ucn RIPRAP ORAw1NC ORPMHGS MASS A BEWING MASS B BEW1.0 MSS C BEWwG RG EXCAYAnC Ai },•l — mW... CEI.aAK wJ a'4 + SiIXluwaiER BEDDwG REOJiRENENTS r � �0�0000001Ya�WL�mOG 000010A001mmmOfmO� �0000m 0p���m mON - 000011f011��sR\1�\O\!\.��11 001�I�W W\:�W OL'I �as0mamsmmmc�vom 4ruaiiE1\\A�l j— FIAFIHHB� _ klll"tlt+IM� ns>,clEiR[il at•unlwui\au�L OD��oonn IIfJHR']Blfll\\l FIVHRHHHtl tlHHITIH�a\\H IIHHHHHEIE\ auuRR IS Gww4 x4A. BID SET NOT FOR CONSTRUCTION Cityof Forte mot_ Collins EOSSIL CREEK TRRY. AT STANTON CREEK CCwsm CnON mmT 23 ... N/A N�4 �Fv1a H•il!il •.LH'J, i•l�G4 . .L•Z4L4A.Gt4:t.tt 00107050, 1 _. r 1 `..� '^•,•"" w/.r. TLMNo Y EROSION CONTROL rrwOAKuef,LV No. ^+� Sh.n Nu 2afl YLIIDItr]� Y= •IIQ•➢tlS5 BID SET NOT FOR CONSTRUCTION CCOONSTRUCTION Ciryof or1Cottins � ra.� wn r mn. FOSSIL CREEK TRKIL AT STANTON CREEK CONSTRUCRON OETNLS �Rs/oVli 24 N/A ITT. IMLITT T.TAIR IN XMI STMATT MD. AIR --I PIER CAP DETAIL TOP VIEW S [w. rt.re lie. wr.. TML h W AlL.A. MR. 1.IAA wm..n[[ ..... xl PIER GAP DETAIL SIDE vlEW Wl TO %.E General Notes: rsr..eparm ar u.or.s.e�...s<rY� rru. ra[erw.wr•Wrr rry rep...u. sy'pr[uu u. BRIDGE READTwPnry 4rrsvy. DESIGN BRIDGE REACTIONS ITTRII .— _r �A...rvm A —. .I P .aa� m ra •.P I IT, w R yud cr..= • \ MRLR AuL.•7rrvi u""rfn w.rmm.Lw.m.<A...n pew wuu MAL are.m..�. uygr »w a� ��... 11 o 1.11 rt¢xr wmmrn. :.nxu .�iy's aanNP�w •A' rvl•A'� 6' w.fa..K. su+ rmvur p.ar Y.� ��• rw-ry yyppt a.gwuY�ry o�.pr K[o-1 L[c.r[ :[� CL� vxnmm—r.reL-IT- .rt�K .r.i..�r.uir.4 wpm^r PPq..��.+—w..s n.rv.u.wrrn C • m mrl�� nua ro v.s•...p ]' 0' srT 1-1 P, 66 t Ke wrt r..i[[. mum[x. XTAL W` ^^+i o-r•ux• I [.w..w P. WI, nra. ABUTMENT DETAIL - PLANylEW .•—¢.Kew... I—. ..'Al .SIT r< .rva.r..,[n.._¢ uol To WALE ' .,,.rrr e. uPwrvpYr..rr. IT. ...«wx.wL.w.. [. o.r.[. r..o.r ... .ry � 'xrvr'"`�q�¢.ea. n.. r...nax'w�. •vrz ...r.,.:e .x..AwmAM.1 wwK,•LL M.Em..1.1... 11 w.nw[ _ _ _..+s- ,..........,.mr rTr..[.e.r— T¢..[o,.<rt [. m.wK IT=: •%w r...„.,,..n Lr,x M— IT, S0 . mue. wu. . rry emwaor nt. R— n r2. III.ne. rLcc.rq wqn �ay�m sung. sy. rvs.q xr rr �qau.. h ewnn.wiw ro T Kw[x RM— I A. ?'~R-- M nr� u.paru �mpga en.g. u�aru s�b�og.uwnwaai����•� [rmw[,,A,aw „� w �, STEEL ABUTMENT DETAIL L Q y NOT To WALE eQ� ITA L.L[ LRAlw.r. eTKL _ ILAR MR- w� a•. 1• TL' w S,oK[o.,.rwLAI— i g • rtw W W W U WA9 RFO'p u• rB 4 C e m uL rare. M1 SV] _0 pG O ers. L rt L� of w RO nu✓C le�mc.P 1. TRIAL�A[r[ ry mWm S� .. w.n n[.vruuuv v.'.wiuu t h'mm.K TM1 eelrne. C0 w zQ IIEAnEEYnTVLPPOSILE uL � C g t•¢ ABRMENT 11ERIFi) DU LL y'yrn....l[eL..lpwn t' 31ti o MR. .[.KwmA[ STIFFENER -LATE DETAIL WEATHERING STEEL PROTECTING PLATE DETAIL MT TO W.L. NOT 70 WALE ABUTMENT DETAIL - PROFILEylEW NOT lO WALE HELIX FOUNDATION SCHEDULE 51ME011 01.11Y DES. CAPACIrt LLTIMATE CAPI I REO0 TORYJE I BARER ANGLE PIER CAP ECTICN MIN. LEXON MIN SHAFT PROPERTIE5 Oi rwv.[lu ¢ 1. .m NO7E6. rt * MIN. LENGTH . FINIBIIED GRADE TO UPPER CUTTING BLADE MINIMIM 6 50x OR: PIERS t0 BE DESERVED BY GEOTECINICAL PIONEER DARING INSTALLATIW. ,HIS ALLA71CHJ IOROIF SHALL BE i ITLTBD THROYf8JT HELIX PIER ADVAVCEMENT ALL HELI% PIER FO.NDATIW9SHALL BE ADVANCED WTIL THE MSTALLAIIW 1OR91E MEET5 OR EXCEEDS TWAT IVHCH CORRESPONDS TO THE RECpt1ENDED ALLOWABLE LOAD AWES F9.. 10. SEE GENERAL NOTES FOR 10H IWORT Ip1 by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self - stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 7289 Fossil Creek Trail at Stanton Creek Place: Date: In compliance with your Invitation to Bid dated September 21, 2011 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 EXHIBIT 2 — REVISED BID SCHEDULE BID ESTIMATED UNIT ITEM ITEM# DESCRIPTION QUANTITY . UNITPRICE. TOTAL 1 'Mobilization -1.00. LS 2 .Eroi'ionCantrol. 1.60'. LS 3' Topsail RernovelReplace '404.00*. 'CY •4 UnclassfiedExcavation 1,737.00 'CY 5 BoricwABCCIass5/6(C fl .277.00: CY. 6• TrallStabillzallonrCDOT#1357 -30.00 CY - T Colored Concrete Paving -5'Thick 24,g8700 :SF '8 i o6cretePaving-5'T" -2,264.00 SF 9 rT.and4'.CdicreteWags .327:00 LF 10' 121136RCulvertw&F.E.S(C.bP.). :57,00` LF 11 (2)12'"RCRCulvedswith l2'Hes6W1{C.(.P.j- 28.60: ;LF 12 18! RCP CulvirvAhl8'.F.E.S.(C.I.P.)_ •35.00_ LF 13 buried Rip Rep Protection 6'x6'16' • • 5.00 . FA 14 BudedRip .Rao Proteetion8k6'i8" 2.00 -EA 15 Pedestrian Bridge Abutmeri e./ Helix Pier System 8.00. • EA 46 30 Fad PedesthanPrefabricated Bridge 2.06 S EA 17, 55F6dPedestrianPrelabd6ated&idge I.& -EA 18 60 Fad Pedestrian Prefabricated Bridge. :1:00 EA 19 4'Privacy Fence 187:00 LF 20 Soil Retention Blanket (SMamcmnutnber) 3,978.60- SY. 21 Landscape Restoration - Seed 1 '34,300,00 'SF 22 -LandscapeRestoration -Seed 'W#2 _26,700.00 SF TOTAL 0 F BASE BID (Tdai Base Bid.Wrilten). Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Page 3 of 13 8. BID SCHEDULE (Base Bid) Bid items are described in Seitibn 01800 BID ESTIMATED .UNIT ITEM ITEM #• DESCRIPTION QUANTITY_ UNIT PRICE TOTAL 1. Mobilization. too LS, 2 Eroisidn'Control 1.60 LS 3 Topsoil Remove/Replace 404.00 CY 4 Unclassified Excavation 2;141.00 CY -5 TraBStabilization. CDOT#357 :30.00 CY 6 Colored Concrete Paving -S Thick. .29,98T60 SF 7 Concrete Paving - 5' Thick _ 2,264.00 SF .8 •2'and4'CencreteWalls 434.00 LF 9 IT RCPCr1vertwit6F:ES_(C.I,P.) 57.00 LF (2)1P RCP Culverts with 12' Headwall 10 (C:I.P.) AM LF 11 18' RCP Culvert with 18' F.E.S. (C.I.P.) 35.00 LF 12: Buried Rip Rap Protection OW18" 5.00 EA 13 Buned Rip Rap Protection M'18' 2.00 EA Pedestrian Bridge Abutment wl Helix Pier 14 System 8.00 EA '15 30'FootPedestrian Prob6iiated Bridge 2.00 . FA 16 65 Foot Ndestrian Prefabricated Bridge 1.00 EA 17 60 Foot Pedestrian Prefabricated Bridge 1.00 EA 18, 4" Privacy Fence, 187:60 LF 19 Landscape Restoration - Seed Nix #1 34;30000 SF 20 Landscape Restoration -. Seed Nix #2 _ 26;700.00 . SF _ TOTALOF BASE BID (Total Base Bid Written) 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: Printed Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned 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, . 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. 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: SURETY By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) 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 you ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 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? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? And to whom? 20. 21 22. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL What are the limits of your public liability? DETAIL What company? 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 Name of Bidder By: _ Title: State of _ County of is of this day of 20 being duly sworn deposes and says that he 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_. (Seal) Notary Public My commission expires: SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed EXHIBIT 3 — REVISED DEFINITION OF BID ITEMS ,DIVISION 1 SECTION 01800 — DEFINITION OF BID ITEMS The following items describe the scope of work for this contract and are further clarified through limit -of -work lines, notes on the drawings and specifications. The work described in each Bid Item may contain work from one or several technical specifications sections. Contractor shall refer to the technical specifications that apply to the individual components. Bid Items 1 — Mobilization This work includes the mobilization of personnel, equipment and supplies at the project site(s) in preparation for work on the project, as well as the establishment of the Contractor's office, buildings and other necessary facilities, and all other costs incurred or labor and operations which must be performed prior to beginning.the other items under the Contract. This item shall also include marshalling, disassembly and security of all items indicated on the plans or specifications. Payment will be made as Work progresses. Payment for this item will follow in accordance with CDOT Standard Specifications for Road and Bridge Construction, Section 626. The total amount for mobilization shall not exceed five percent (5%) of the total bid. Bid Items 2 — Erosion Control Contractor shall install and maintain erosion control items during construction in accordance with the Drawings and Specifications including, but not limited to Sections 107 and 208 of the most current CDOT Road & Bridge Construction Manual, construction entrance, silt fence, concrete washout, bales, etc. Contractor also shall obtain a State of Colorado Stormwater Discharge Permit as part of the erosion control. State of Colorado Stormwater Discharge Permit application will be provided by the City of Fort Collins. This permit takes approx. 10 days to receive from the time of submittal and needs to be on -site before the project can start. Bid Item 3 — Topsoil Remove/Replace Contractor shall fumish all labor, materials and equipment to strip, stock, distribute, rough grade, and fine grade (4" thick) topsoil from limits of grading. Bid amount includes all labor, material and equipment for a complete item in accordance with the Drawings and Specifications. Bid Item 4 — Unclassified Excavation Contractor shall furnish all labor, materials and equipment for site excavation including stockpiling, distribution, removal of debris and haul and disposing of all excess material per Drawings and Specifications. Bid Item 5 — Borrow ABC Class 5/6 (C.I.P.) The unit price for this item shall include supplying, placing, and compacting aggregate base course in accordance with the Drawings and Specifications or as otherwise directed by the ENGINEER. Measurement and payment for this item will be by the CY of actual yardage placed, complete at proper moisture. The method to bring mixture to optimum moisture will not be measured or paid for separately, but shall be included in the unit price for this item. Bid Item 6 — Trail Stabilization — CDOT #357 The unit price for this item shall include supplying and placing trail stabilization in wetlands in accordance with the Drawings and Specifications or as otherwise directed by the ENGINEER. Bid Items 7 — Colored Concrete Paving — 5" Thick Contractor shall famish all labor, materials and equipment to install concrete paving in accordance with the Drawings and Specifications. The unit price includes sub -grade preparation which consists of ripping soil to 8" and re -compacting to 95% proctor, installation of 5" thick (4,000 psi) standard concrete with fiber mesh reinforcement, and integral color additive equaling 2 lbs. per sack of Yosemite Brown color, forming; furnishing and applying curing compounds; finishing and edging the concrete surfaces; joints and joint materials; furnishing and compacting base course as required for preparation of a stable sub base; and all other related and necessary materials, work, and equipment required to construct the flatwork areas in accordance with the Drawings and Specifications. City of Fort Collins Park Planning & Development Division Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Section 01800 - Definition of Bid Items Page 1 of 3 Page 4 of 13 SECTION 00510 NOTICE OF AWARD DATE: TO: PROJECT: 7289 Fossil Creek Trail at Stanton Creek 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 7289 Fossil Creek Trail at Stanton Creek. 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. City of Fort Collins OWNER By: James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management 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 Fossil Creek Trail at Stanton Creek and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by the City of Ft Collins Park Planning, 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 ninety (90) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within fifteen (15) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the ninety (90) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, One Hundred Fifty Dollars ($150.00) for each calendar day or fraction thereof that expires after the fifteen (15) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), 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, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If, in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Sheet No. Description 1 Cover Sheet 2 Overview Map 3-9 Trail Plan & Profile 10-13 Bridge Plan & Profile 14-20 Trail Cross Sections 21 Erosion Control Plan 22-24 Construction Details S1-S2 Bridge Foundation Plan 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. OWNER: CITY OF FORT COLLINS By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney CONTRACTOR: By: PRINTED Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7289 Fossil Creek Trail at Stanton Creek 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: M Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. 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, 7289 Fossil Creek Trail at Stanton Creek. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Bid Items 8 — Concrete Paving — 5" Thick Contractor shall furnish all labor, materials and equipment to install concrete paving in accordance with the Drawings and Specifications. The unit price includes sub -grade preparation which consists of ripping soil to 8" and re -compacting to 95% proctor, installation of 5" thick (4,000 psi) standard concrete with fiber mesh reinforcement, forming; furnishing and applying curing compounds; finishing and edging the concrete surfaces; joints and joint materials; furnishing and compacting base course as required for preparation of a stable sub base; and all other related and necessary materials, work, and equipment required to construct the flatwork areas in accordance with the Drawings and Specifications. Bid Items 9 — 2' and 4' Concrete Walls Contractor shall fumish all labor, materials and equipment to install a 2' high wall and 4' high wall in accordance with the Drawings and Specifications. The unit price includes sub -grade preparation which consists of ripping soil to 8" and re -compacting to 95% proctor, installation of 2' wall and 4' wall with (4,500 psi) concrete, rebar and integral color additive equaling 2 lbs. per sack of Yosemite Brown color, forming; furnishing and applying curing compounds; finishing and edging the concrete surfaces; joints and joint materials; furnishing and compacting base course as required for preparation of a stable sub base; and all other related and necessary materials, work, and equipment required to construct the flatwork areas in accordance with the Drawings and Specifications. Bid Item 10 —12" RCP Culvert with F.E.S (C.I.P.) Contractor shall furnish all labor, materials and equipment to install 2(two) 12" RCP with flared end sections under the proposed 6' and 10' trail per City of Fort Collins standard and specification in the location shown on the drawing. Bid Item 11 — (2) 12" RCP Culvert with 12" Headwalls (C.I.P.) Contractor shall fumish all labor, materials and equipment to install 12" RCP with 12" gray concrete headwalls under the proposed 10' trail per City of Fort Collins standard and specification in the location shown on the drawing. Bid Item 12 —18" RCP Culvert with 18" F.E.S. (C.I.P.) Contractor shall furnish all labor, materials and equipment to install 18" RCP with flared end sections under the proposed 10' trail per City of Fort Collins standard and specification in the location shown on the drawing. Bid Item 13 — Buried Rip Rap Protection 6'x6'x18" Contractor shall furnish all labor, materials and equipment to construct a buried rip rap protection in accordance to the drawings and specifications. Bid Item 14 — Buried Rip Rap Protection 8'x6'x18" Contractor shall fumish all labor, materials and equipment to construct a buried rip rap protection in accordance to the drawings and specifications.. Bid Item 15 — Pedestrian Bridge Abutment w/ Helix Pier System Contractor shall famish all labor, materials and equipment to construct a helical pier bridge abutment for the pedestrian bridge(s) in accordance to the drawings and specifications. Bid Item 16 — 30 Foot Pedestrian Prefabricated Bridge Contractor shall furnish all labor, materials and equipment to install 2(two) 10' wide by 30' long pedestrian bridges in accordance to the drawings and specifications. Bid Item 17 — 55 Foot Pedestrian Prefabricated Bridge Contractor shall furnish all labor, materials and equipment to install a 12' wide by 55' long pedestrian bridge in accordance to the drawings and specifications. City of Fort Collins Park Planning & Development Division Section 01800 - Definition of Bid Items Page 2 of 3 Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Page 5 of 13 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: (Title) (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners By: By: Surety By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 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, 7289 Fossil Creek Trail at Stanton Creek. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of 20_ IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners By: By: IN PRESENCE OF: Surety By: (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) l9l01111:941S.91:13r_12kd/_119K0lirl»:01[67►1 PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7289 Fossil Creek Trail at Stanton Creek LOCATION: Fort Collins. Colorado 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. 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 DA REMARKS: AUTHORIZED REPRESENTATIVE 20_ TO: Gentlemen: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 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, 7289 Fossil Creek Trail at Stanton Creek. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 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: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 7289 Fossil Creek Trail at Stanton Creek 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or"for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of 20 CONTRACTOR: A -- Title: �111=35 Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this Witness my hand and official seal. My Commission Expires: day of Notary Public 20_, by_ SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7289 Fossil Creek Trail at Stanton Creek 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 20 (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) 0 nn runT mIDIT= ixi rwc conrc 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 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: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Bid Item 18 —60 Foot Pedestrian Prefabricated Bridge Contractor shall furnish all labor, materials and equipment to install a 12' wide by 60' long pedestrian bridge in accordance to the drawings and specifications. Bid Item 19 — 4' Privacy Fence Contractor shall furnish all labor, materials and equipment to install a 4' high shadow box cedar privacy fence adjacent to the new 2' concrete retaining wall in accordance to the drawings and specifications. Bid Item 20 — Soil Retention Blanket (Straw/Coconut Fiber) Contractor shall furnish all labor, materials and equipment for placing and securing soil retention covering for erosion control on all slopes greater than 3:1 as shown per the Drawings. Bid Items 21 — Landscape Restoration — Seed Mix #1 Contractor shall provide all soil preparation; fine grading; fertilizer; herbicide; seed; labor; hydro -mulching and equipment to seed any area disturbed during construction in accordance with the Drawings and Specifications. Bid Items 22 — Landscape Restoration — Seed Mix #2 Contractor shall provide all soil preparation; fine grading; fertilizer; herbicide; seed; labor; hydro -mulching and equipment to seed any area disturbed during construction in accordance with the Drawings and Specifications. END OF SECTION END OF DIVISION 1 City of Fort Collins Park Planning & Development Division Section 01800 - Definition of Bid Items Page 3 of 3 Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Page 6 of 13 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS CONMUCTION CONTRACT' Thes6 Gra,.TERAL- CONDITIONS have been developed by, using the STANDARD RD, I GENERAL 'EtAL 0*9)MCINS OF THE CONSTRUCTION CONTRA(--r prepared by the Engineers Joint Contract Documtnt.-.. Committee; RICMC.Nd, 191" (1990 Fditidn); as a Base. Changes s to, that document are shown by underlining,te*d that havbom added and striking through tea that has been deleted: EJCDC GENEERAL CONDITIONS 1910-8 (1 990 E DITION) TION&(REV 9/99) WITH CIT'�-O*F FORT' COLLINS ,MODIPICA Article or Nragraph Number&'ritle DEFINITIONS TABLE OF CONTENTS.OF GENERAL, CONDITIONS Page Article or Paragraph Numbcr Number &Title Lt Addenda 11 L^' Agrecmcnt. ... ................ ............. 1.3. Application for Payment .... ........ ........ 1. 1.4 Asbestos, ............... I ...... I ....................... 1.5 Bid *' E6 Documents:_o'c"u'*m"e"n*'t's*.."'-*.'.'.'.'-'.'.* Bidding............. L7 Bidding- Requirements: ....... 77 ........... _J Ls' Bonds 1.9 Change Order ......................................1 1.10 Contract Documents '111 Contract Pricc.-.-, Li2 Contract Tunes.-,::,,, ............... 1; 13 CONTRACTOR; ................................ 1.14 defective_............................................ I 1.15 Drawings...--`-- ................. ...... I E16 Effective Datcof the Agreement....,..,,, , 1 . 1.17 ENGINEER J 1.18 ENGl]N`EER!s Consultan 1 1 119 Field Order_, ....... I ... 1--1 .................... I I ' 26, General Requirements ... I ..................... ;2 1.21 Hazardous' Waste, ..................... ....... _27 1.22.3 Laws and Regulations, Laws Or Regulations% ............... .......... -2 L22.b Legal holidays .................. ........ 2 1.23 Liens .................................. 1 2 1.24 Milestone............................................2 1.25 Notice of Award '). 1.26 Notice to Proceed 2. 1.27 OWNERER ............................................. Lts Partial Utilization ................................ 1.29 . PCBS -_................... ......... ........ . 2 1130 Petroleum 1:31 Project ............................................. 1.32.a Radioactive-NUtcrial ....... I .................... 1.32.b Regular Working Hours..,,,,_„-,_,.., -z-2 1.33 Resident Project Rcprcscntativc,,,-,.,:,.2 1.34 samples 2 1.35 ............................................... Shop Drawings.. 136 Specifications .................. ........... 1:37 Subcontractor ....................... .......... 2 1.38 Substantial Complciion,, 1.39 Supplementary Conditions.,,,,,,,,,,,,,,,,,,? 1.40 Supplier.:-."' 1-41 Underground L42 Unit Price Work ........................ ........ 1.43 Work ..................................................3 1.44 Work Change Directive .......................... :3 .1.45 Page Number PRELIMINARY MATTERS 3 "A Delivery of Bonds, .... .............. 3' 2.2 Copies Of DoLumenuk ........................ 3' 23 Commencement, of Contract Times; Notice to proceed ................ 3 2.4 Starting the 1Vork ............... __3' 2.5-2.7 Before SOrting Constwoliom CONTRACTOR's Responsibility to Report; Preliminary Schediles; Delivery of Certificates of Insurance 3L4 2.8 Pr6conistruc ion Confer ncel ...... „__4 2.9 Initially Acceptable Schedules ......... 4 CONTRACT DOCLNIENTS: INTENT, AMENDING, REUSE ................................ ------- 4 3.1-3.2 Intent., ............... ............. 4 3.3 Reference' to Standar& and Spect- fications of Technical Societies-, Reporting and Resolving Dism crepanci6s:.........:....:......:........:.4 -.14 Intent of Certain terms or A4jeetiVeg ... ...................... L ...... 3:5 Amending Contract Documents,,,,,,-:.5 3,6 Supplimenting Corftract Documents; ....................... .......... 5 17 Reuse of Documen Is _J 4. AVAILABIL[TV OF LANDS;. SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS ......................................... S 4.1 Availability of Lands.,....... ........... _ 25-6 4,2 Subsurface and Physical Conditions-, .......................... --.6 4.2.1, Reports'and Diawings ...................... 0 4.2.2 Litii ited Reliance by CONTRAC- TOR Authorized; Technical Data 4,2.3 Notice of Differing Subsurface or Physical Conditionq ..................6 4:2.4 ENGINEERS Revicw ........ I .............16 42. 5 Possible Contract bocurnents Change__ .................................... 6- 4.2,6 Possible Price and Times Adjustments ................... .... C�--7 4.3 Physical Condiions7rUndergrOund Facilities .............................. .. 7 43.1 ShoWn of Indicated --------- 7 4.3.2 Not Shown or •!7 4.4 Reference Points ............................... 7 81CDC (AiNERAL CONDITIONS 19104 699 0 EDITION) v! CITY OF FORT COLLINS NiODIFICATION'M MEV9199) Arti c1c or Paragraph Page Arlicle,or Paragraph P;gC Number & Title Nuxii her Number &Titie- Num bcr 4.5 Agbist s. PCBs- Petroleum,� Q. 11azardous , Waste or Radioactive material ....................3.8 BONDS AND INSURANCE ................................. X. 5...1-5.2 Performance, Payment and Other Bands................. .................... 53 Licensed Sureties and Insurers; Certificates of Insurance .,. 5.4 CONTRACTOR's Liability Insurance..........................................9 5.5 OWNEWs Liability Insurance: ..... -5:6 Property Insurance__, .... .....940 5.7 Boiler and Machinery or Addi- tional Property lnsu=c4_ ......... J0 S.H Notice of Cancellation ... JO i:9 CONjTR_ACTOKs Responsibility for Deductible Amounts, ................... :10 5.lQ Other Special Insurance:.,,.,,,,,,_,,,,__ . . 10 5.11 Waiver of Rights ...... .... 17 7,- 11 " 7-T 111 5. 12�5, 13 Receipt and Application of Insurance Procccds; 10- 11 5.14 Acceptance of Bonds and Insa- ance; Option to Replace ....... 1__ ....... 11 5.15 Partial Utilization --Property Insurance ••11 cbj,jTRAcr6R-s RESPONSIBILITIES 11 6.1-6..2 'Supervision and Superintendencq ....... 11 6.3-6.5 LaharT Materials and Equipment .... 11-12 6:6 Progress Schedule ............................. )2 6.7 :Substitutes and "Or -Equal" Items; CONTRACTORS Ex'pense; Substitute Construction Methods or Procedures; FNGINEER's Evaluadm,.._,..,_._,.12-J3 6:M. I I Concerning Subcontractors Suppliers and Others' Waiver of RiglitA., ........ I .............. 13-14 6,12 Patent I= nrfd Royhltic!k,., ................ 14 6.13: Permits -------------- ; .... ; � -- ---- 14 6.14 Laws and Regulations,'...... .... ...... _...)4 6.15 Taxes ......... 14-15 6.16 Use Of,PiCIA LSU5.1, _., ....... ....... 15 6:17' Site. 15 618 Safe Structural Loading .....................15 6.19 Record Documents )5 6.'() Safety and Protectim,-,,.,,L--,--,',,,-,'.15-,16 6.21 Safct� ke men . , .. prtative ...............,,,,_;,,,16, 45.2-1 Hazard Communication Programs,,,,,, 16 6.23 Emergencies............ 6 ...... _66 ......... 1.- 16 6.24 Shop Drawings and Sam pies .............. 16 625 Submittal Proc6etlures;COTNL TRA,CTOR!s Review Prior to•Shop Drawing or Sampie Submittal-,.. ... .16 6.20. Shop Drawi it& 4 Sample 3uhmjt- 41s Review by ENGINEER;,,,,_ 16-17 6.27 Responsibility for Variations From Contract Documents_..__l 7 6.28 Related Work Performed Prior to ENGINSER's Rcvlc*'and App - rcWal of Required Submittals,,, ...... .................. 6.29 Continuing the Work .......... 1.7 .... .... 6.30. CONTRACTORS General Warranty and Guarantee-,,,,,..... _17 6.31-633, Indemnification,-.....-. _..... ___1748 0.34 Survival of Obligations, ....... J8 OTIIERWORK_ ................................. .............. 19 7.117.3 Related Work at Site is 74 Coordination OWNER'S RESPONSIBILITIES ......................... JS 8.1 Communications to -CON TRACTOR . ..................... _ ....... I'S 8.2 Replacement ement of ENGWEER ............ IS 8.3 Furnish Data andPay Promptly When,Due 18 8.4 Lands and Easernenvi; Reponk and tests 9 , 5 Insurance.... 8.6, Change Orders.......;,;,,,,,,;;,,,,,;;,,,;;, 19 8.7 •Inspections, Tests and Approvals .-... ...... ...... ........... 19 8.9 Stop or Suspend Work; Terminate CONTRACTOWs Services 8.9, Limitatiorn-on OWNER'S Responsibilities,,,,, 19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or RadioactiVeNfatcrial ........... .... _J9 8; 11 Evidence o(Financid. Arrangements... __........... ......... :19 9. ENGINEERS STATILTS DURING CONSTRUCTION., .................. ........ _ ......... 9.1 OWNER's Representative,..:..::_._...1st 9.2 Visits to Site:,,_,-„_ 19 0.3 Project RepresentatNe ................ 19-21 9.4 Clarifications and Interpre- tations, ... .................................... 2 1 9.5 Authorized Variations in Vkk,-, --21 tsY_-DcGt&EHAL cooiTtoNs igios jiggo corn oN) WMTY OF FORT mtuNm moDmcATior4tAFv9199) Article or Paragraph Page Article or Paragraph Page Number &-Title Number Number &-title Number 9.6 RejectingDefecrive Work,,,,,;,,,, 21 13.9-13.9 Uncovering Work at ENGI- 9.7-9.9. Shop Drawings, Change. Orders NEER's Request ........ ............. 27.28 and Payments, ............................. ..... 21 13.16 OWNERMtty Stop the Work ........... 28 9.10 Determinaticrts for Unit Prim,..... 21-22 13:11 Correcpon of Removal of 9.11-9.12 Decisions on Disputes; ENGI- Defective'Work..........................28 NEER as Initial InterpreteC 13.12 Correction Period 2S 9.11 ............:'2 Limitations onEN-GINEERs. 13,13 ,............ .AcceplancxofDefective 'Work ......... 28 Authority and Responsibilitics;,;,22<3 BA4 �OWNGRMay CorrectDejactive ............... Work.. ..:...... .. (RANGES IN THE WORK ....... ................................ 23 10.1 OtVNER's Ordered Change ........ ........ �13 14. PAYMF-NPS -f0 CONI-RACTOR.AND 102 C1aimtor Adjustment.......... ,... _ COMPL617I0N,77 ,,-,,, ----29 103 Work Not Required by Contract __,__23 14-1, Schedule of Values,;_-.-,-, ........, „r9 Documents : .......... .............. I ............ 3 14 _ Application iur Progress 10.4 Change Orders_.... ..... I......-..........:....23 Payment.... .............. .................. 29 10.5 Notification of Surety..............._...._..?3 14.3 CONrRACTOR's Warranty of Title,. 29 C14ANGEOF CONTRACT PRICE... .................._..._..'3 14:4-14.7 Review of Applications•fw I.I.1-.11.3 ,Contract Price; Claim Cot Progress Payments„-,,,,_.......29-30. Adjustment Value of 14.8.14.9 Substantial 30 the Work ............. ?3 24 1430 Partial 6t"iwtion._._,_,._.,,...,...30 31 1.1.4 Cost of the Work ......................... : 4-25 14-11 Final Inspection ........ ................ ,-,,,31 11.5 Exclusions to Cost of the Work „-,, ..... 25 14.12 Final Application for Payment ........ 31 11.6 CONrRACTOR's Fee,,,,;,,,,,,,;,,„ 25 14;I3-14.14 Final Payment and Acceptance,:_...31 I,1.7 Cost Records ..,.... ---_-_...__........... S-26 14:15 Waiver 'ofClaimst .....................31.32 11.8 Cash Allowances. . ..................... ... 116 I is Unit _Price Work .............................. _26 15. SUSPENSION OF WORK AND TF. Rlvlrl4r ION ........... ...... .......................:....... 32 CHANGE OF CONTRACT MfES ............................26, 15,1 OWNER -May SuspendlWork .......... 32 12:1 Claim for Adjustment ..... ............ ...... 26 152-15A OWNERIvlay Term inate........... ...... 3= .12;2 Time of the Ess-encz„...................,,,26" 15.5 CONTRACTOR May Stop 123 - - Delays Beyond CONTRACTOR Work or Terminate,;,,,,,,,,,;,,;, 32-33 Control-,_,,, ........... ........ :,_1__ 26-27 12.4 Belays Beyond OWNFR's and 16. DISPUTE RESOLUTION .................................. 33' CONTRACTOR's Control ................ 7 17. MISCELLANEOUS........................._._......._._.33 TESTS AND INSPECTION& CORRECTION. ] 7.1 Giving Noticv_,.....,..„.....:........:.... 33- REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times,.:..................33' DEAEC77VEWORK..............................:.................:17 17-3 Notice oIdaim............................. :33 13.1 Notice of"Defects,:..:...........................'7. 17.4 Cumulative Remedies..,,;,,,,,,,,,,,,,,:, 33 13:2 Access to the Work ............:...........__.?7 17.5 Professional Fees and'Court 1.33 Tc.t and Inspections; Costs Included._...__....................33 CONIRACTOR's Cooperation;., ,,;,- 27 17.6 Applicable State Laws ............... 33-34" 13.4, OWNER' Responsibiities; Intentionally left blank,.,_ ...... .......___....._....._35 Independent Testing Lnborntory,....... 27 13.5 CONTRACTORs Fh7-IIBIT GC -A: (Optional) Responsibilities.................:..............7 Dispute Resolution Agreement....:.---._.------. GC -AI 13.613.7 Covering Work Pribrto lnspec- 16.1''4.6 Arbitration .............. GC -Ai tion, Testing orAppro'vel,27 1&7 ErcocGLNEULu-CorbITIOrls1910-s09vot IT1614) wi CM OF FORTI.I. CONS M0DMCA'm4S (REV 9199[ INDEX TO:GENERAL CONDITIONS 6ty ofFail Collins modifications to the GenirafConditions of the Construction Contracture not shown in this index Article or Paragraph Num ber Acceptance of - Bonds and [nsurancc:........................:.......:......5.14 defecrive Work,_ .................... 10A 1. 13.5; 13.13 final payment ................... ......... ......... 9.12, 14.15 insurance :................... ......................... $:14, other Work by CONTRACTOR, ................. __...73 Substitutes and "Or -Equal" Ilem$ .................... T.(.T I Work t y OWNER................................;.5, 6.30, 6.34 Access to the-- La'nds. OWNER andCONTRACTOR responsibilities,..:...:: ....:... `-.:.:.:..:.:..,:...:..:::... a: I site. related Work,:...... ----- :7.2 Work . .......................................... 13:2:13:14.14.9 Acts or Omissions--, Acts and Om issions- CONE RACTOR;-_.....:........................ 6.9:1, 9,13:3 ENGINEER....._..............I...................6.20, 9.13.3 01VNER'....................................................0, 20. 8.9 Addenda -definition of (also see definition of Specifications).......(I,6, 1.1U,6;19). Ll Additional Property Insurance4,,.... ;_ ...................:.:.. 5.7 Adjustments" Contract Rice or Contract Times,,,-:.. ,...,., 1,5, ............. 3:5. 4.1', 4.3:2, 4.5.2, ...... ............:.......... a:5:3, 9.4. 9.5. 10.2-10.4. ..........................L1,.12, 14.8, I5:1 progress schedule ............ _................................ ti.6 Agreement -- definition af......................................................1.2 "All -Risk" Insurance, Policy Form .:......................... 5,6.2 Allowances, Cash .................. .................................. I 1,8 Amending, Contract Document4.........................:.... 3.5 Amendment. Written_ in•gcncral„..-,-,,.,,,-„I,10_1,45.35, 5;10, 5,12, 6.6.2 ............... :........ 4.8.2 6.19, 10.1, 10.4, 11.2 12 1, 13.12.2, 14.7:2 Appeal, OWNER or CONTRACTOR intent ,to ....... ................... 10, 9.11. 10.4. 16.' 16.5 Application for Payment-- - •definition.of..........._..............'.......... ................1.3' F,NGINEER's Responsibility............................._9.9 final payment,,,,,,,,,,,,,,,,,9.13.4:9.1375"14.12:14.15 in general .........................:2:8, 29. S.6,4,'9:10, 15:5' progress payment ...:..:.:......:.:.:: ..........:..:. 14.1-14.7 review .oF,_ I ...... . :.,....:,,...:,...:...:..... .......... Arbitration .................................... :.: .............. 16.1-16;G Asbestos - claims pursuant thereto,. .... ,:.,,,:,.:,.-....... 4.5.2, 4.5.3 CONTRACTOR authorizedto stop Work,,,,_.,,...52' definition uC.........:..............................................I A Article or Paragraph Number OWNER responsibility for ............................ 43.1, 8. W possible price,and times change ............ ........... .5.2 Authorizer! Variations in Work,.,,,,,,, 3.6. 6.25, 6.27. 9.5 Availability of Lands .:............................_......... 4A. 8.4 Award. Notice. of -defined ,_:_,.;,_ ............. ..............:I 25 Before Starting ConstructioR...............................Z5-2.8 Rid-dcfnitian of„...„.,._.,.,-,,.....1:5 (1.1, I,Ill, 2.3.3.3. ........... .-..._....:a.2.6.4.6.13, 11.4.31 11.9.15 Bidding Documents-dcftnition of :...... J,6 (6.8:2) Bidding Requirements -definition of.......................................1.7 (1:1; 4:2.6.2) Bonds- acceptance of .................................................... :14 additiodal bonds,10.5; I I;5:4 Cost of the Work ........................... ................. I 15:4 definition•of ...... :...:..�.;_:........ ..._. delivery of...,: ......... ;; ....... Z 1. 5;1 final Application for Payment ................. 14:12-14 14 general .......... ............. .:....:...:...:1.10, 5.1.5:3. 5.13; „_.....:.............I.......9.13: 10.5. 14.7.E Performance, Payment .and Other ,,,,;,,,,;,,,,5.1-5.2 Bonds and Insurance-4n gencral.:........................:......5 Builders risk 'all-risk" policy form .........................5.6.2 Cancellation Provisions; Insurance.,.,,,,. 5A.1 1, 5:8, 5.15 Cash A I lowanecs..................... .........................11.9 Certificate of Substantial Completion,,,,,,, 1,38, 6.30.2.3: .... ................................. :....... 14.d, 14,10 Certificates oC{nspedion,,,, ,;,,,,,9.13.4, 13:5, 14.12 Certificates of Insurance..............2,7.'5.3; 5 4.11, 5.4,13. ............. 5:g, 5,14, 9,13.4, i4A2 Change in Contract Price— Cash Allowances....... .... ...I1.8 claim for price adjustment ............. 43. 4.2.6, 4.5. 5.15; 6.8.2, 9A -.,-_9.5, 9.11, 10.2. 10.5; 11. 13:9. ........... . . .. ........ 13:13. 13:14,.14. 7. 15.1. 15.5 CONTRACTOR's Fee-, ........ ............................ 11:6 ; Cost of the Work general..............................................:11.4-11.7 Exclusions to.,..::_:.......:.:....:............:........I1.5 . . Cost RecurdsL;.......... .......... . in,gcncral....::...:...1,19;.1.44, 9.11, 1Q.4,2; 1t1.4- 3; I Lump Sum Pricng..........................................11.3 2 Notification of Surety .:..........:................._....... 10.5 Scope ol.....,.,,,,,,....... :-:::- ...................10.3-10:4 Testing and Inspection; Uncovering the Work.................................139 GJCDC GENERAL CONDITIONS 1910 4.tt990 GDITIPM wf CITY OF. FORT C'OWt,'S MODIFICATIONS (.REV 9199) Unit Price Work-„........................................11.9 Article or Paragraph Num bar Value.of Work ... ......... ......................................113 Change in Contract Times-' Claim for times adjustment _,,-,-„9.1,4.2.6,_4.5, 5.15, ........... 6.3:2, 9.4; 9.5, 931; 10.2 10.5; 12.1. ,,,,,,,,,,,,,,13.9, 13.13, 13.14;•14:7,15,1', 15.5 Contractual time limrts.,,:,-; _,,,,,,,;;;,,,,,;,,,,,,„--,,,12 2 Delays beyond CONTRACTORs Delays beyond OWNER's and CONTRACT Ms control ::............ ....._, __,12 4 Notification Scope of changc:.......................................10.340.4 .Change Orders -- Acceptance ofDefacnce Work ........................ .-13.13 Amending Contract Documents ..... ......... 1; : Cash tUonmrices ................................................... 11.9 Change 6fContract Price,.,.._...............................I l Change of Contract Times,,.........- ....................12 Changes in the CONTRACTORS fee,-,„-,_...............................I;L6 Cost.of the Work;1 I'.4-11'.7 Cos Records::..-' ,_.,..-.. ::y:1.7 definition ol'............. .. .:...1.9 emergencies ..................................................... ................................................... 6.23 ENGINEERsresponsibility ....... 9.9. 10.4. 11.2, 12.1 nxecudon of.....................................................1G.4 indemniftction................ _...... ;6.12,'6:16, 6.31-6.31 Insurance, Bonds and_,- .............. -,_,5.10; 5-13, 10:5 OWNER may termina.te.......... .................... 15.2-15A O.WNER's Respensibility,,,,,,,,,,,,,;,,5.6; 10.4 Physical Conditions_ Subsurface and;.....:...::..................................4:2, Underground Facilities-............................9.31 Record Documents _ - 6.19 Scope of Charge, .-._.:... _. _..:... _........10.3-IU.4 _ Substitutes.......................................:.....6.7.3, 6.8:2 Unit Price Work.............................„-„.,,,-,,,,-,,,11.9 value of Work; covered by: ............................... :11.3 Changes in the Work--..: ----- :.... .. _ - ----10 Notification ofnuety--,----_,_........10 ,5 OWNER'S and CONTRACTOR's responsibilities..............:..............._..............10.4 Right to an adjustment ................. :.._ _ ;.........__ 10.2 Scope of change ........... ............................. 10.3-10.4 Claims.. against............._......... :..:...; 6:16 against ENGINEER_,,-,,,,,, .... 6.32 against O\VNER...............................................0:32 Change of Contract. Price............................Q.4, 11.2• Change of Contract Times .......................... 9.4, 1?, I CONTRr1CTOR's,.-__. _ 4,:7.1, 9.4, 9.5. 9.11. 10.2. .............. .......... ...11,2; 119, 12.1, 13.9, 14.8:. ............................................15.1. 15.5; 17.3 CONTRACTOR's Fee •....... 11.6 Article or Paragraph Number CONTRACTOR's liability ........... 5.4, 6112 6.16, 6.31 Cost of the Work .................--.-,-, -+-------- 11.4, 11,5 Decisions.on Disputes_,-, .......................... 9.11,.9.12 .Dispute Resolution: ................. ............... J6.1 Dispute Resolution Agreement!................„-16:Ia6.6 ENGINEER as initial interpietok,,,,,,,,,,,,,,,,,,,;;;,9.1l Lump Sum Pricing:.-,--• ..::..... ....--:,,-,,,;;11.3.2 Noticeof__--- .................................................. 1 T,3' OWNER's...................9.4.9:5;.9:I1. 10.2, 11.2, 11.9 ......,,,,--„:-_,.,12-1. 13:9. 13.13. 13:14. 17.3 OWNER's liability ,,.,:,,...... ............. 7_.::. 5:5. OWNER may refuse to make payment „-,-„-,-„-,,,14.7 Professional Fees and, Costs Included. `.:..:.:.:- -._.:....:_................_- - _.17.5 request for formal decision dQ ..:............::..Q-1 I Substitute Items.............................................6-7.1.2 Time Extension ............... -...... 12:1 -rime requirements ....................... ............ :,9.11. 111 Unit Price Work :I 1.9.3 Valueof ...........................................................1.1.3 Waiver of. -on Final Payment...........:.....14.14, 14.15 Work Change'Directive. ..............10.2. 11,2:.12.1 Clarifications and Interpretations,,,,,,,,,,,, 3.6.3,'% , 9.11 Clean Site...._......................_...................._..._....6.17' Cities of Technical Sociely,'Organization or Association..................................................3:3.3' Commencement of Contraci'I'imes.,...... -............... ,-,2_3 Communications-- general ,:..::..,.:..,..::...... ................ ,,- _6.2. 6.9.2. 8.1 Ilazard Communication Program$c;;::,;:.,,,......,,:,0.22 Completion -- Final Application for Payment„........................14.12 Final Inspection_,,.., - „----,-14'.11 Final Payment and Acceptance.--,--___ ----- 14.13-14.14 Partial Utilization............................................14.10 Substantial Completion......................1.38, 14.8-14.9 'Waiver of claims.,-.,:....... - ..........:............. --,,,,14.15 Computation of Times.._..................:--....;.172.1.17 2.2. Concerning Subcontractors, Suppliers and Others ...... ....... .................................... 6.8-6.11 Conferences — initially acceptable schedules,,,,,,,,,,,,,,,,,,,,„2.9 preconstructioR..................................................:.8 Conflict, Error, Ambiguity, Discrepancy- CONI'RACfOR to Report,._,_ ....::.:.:......: 2:5, 3.3.2 Construction, before starting by. CONTRACTOR:........: ..............,.................. 2.5-2 7 Construction Machinery, Equipment, etc...................6A Continuing the Work.....................................6.29. 10.4' Contract Documents-- Amending..........................................................3.5 Bonds..............................................................5:1 E1CDC GENERAL CONDITIONS 1910-8 11990. EDITIOM w/ CITY OF FORT COLLINS %40D FTCATTONS (REV 9/99) Cash Allowances........._...................................11.8 ,A,Yticic or Paragraph Number ,Change of Contract Price Change of Contract Times.,._.,.__, 12 ,Changes in the Wok ................ ............. 10.4-10.5: check and verify ................... ............ : ........... 2.5 Clarifications'and Iriterpretatio.mk_ ....... 3-6, 9.4. 9. It definition of ... ........... ...... ... 1;10 FNGINuR as initial interpr I ;ter of ..................... �.] I ENGINEFR as OWNEWstepresentative� ........... I ,gcncral3 lnsurance__,_ Intent............................ ...................... 3. t-3.4 minor variations in the WorF .................. .......... 3-6 OWNEWs responsibility to furnish data-, ...... _...8.3 OWNER's responsibility to make prompt payment .... _ .................... 9-3, 14:4, 14.13 precedence. .... ............. ...... ........ 33.3 Record Documents ,,,,.,,,,,6.19 Reference to Standards end Specifications of Technical Sociaicq .................................... 33 Related Work .................................................... J2 Reporting and Resolving. Disciepancieq ......... 15, Y3 Reuseof .......... ;,., I ....... ................. ...... ;. . .... __3.7 :Supplementing .................................................. 1.6 Termination of ENGINEERs Employment .......... 9.2 * Unit Price Work ..................... I ...... I ................... )1-9 vanation!I, ......................................... 11.6, 6,23, 6.27 Visits to Site, UNG!NEERs ............................... 9,2 Contract Price - adjustment of,,,,,,,,,,;, ,'3.5, 4:1.-9.4,10.3, 11.2-11.3 Change of. ; .... :-: ......... : ... Decision on Disputes,,,,...- .................. 11 .......... 9,11 definition of .....................................................I' l l Contract Times - adjustment of . ....... . _3:5, 4, 1.4.4.103, 11 Change of,., ........................ I-, ..... I .... ...... 12.1-12.4 Commencement of ............................................. 2.3 definition o(,; CONTRACTOR" Acceptance or Insurance..........._ .......................5.14 Comm unications- ......... 6.9-2 --------- I.- Continue Work ----scheduling..., -- --- - .... j6.29.10.4 coordination antl!ieiuling .. ...... 9,-2 definition o( ..... ............................................... 1.13 Limited Reliance on Technical Data Authorized 4.22 May Stop IV orkor. Term imitc,, provide site access to others. .... T2, 13;2 Safety and Protection .................... 4AL-1) 6-16. 6.18,, ........... :4.1 ...... I ......... I ..... 6:21-6.23, 7.1, 13.2 Shop*Drawing and Sample Review Prior to Submittal ....................................... fi,25 X9 Stop Work requirements,.,.,....,_ .......... 11 ....... 4.12 CONTRAQTOR's- Articte,or Para.9roph Number Compensation.--.:.....,- _........!__--------._.a 1. 1-11.2 Continuing Obligation....................................14.15 Defective Work ............................... 9.6. 13.10-13.14 Duty to correct defectiveWork ........................... 13.11 Duty to Report-- Changes- in the Work caused by Emergency......................................... . §;23 Defects in Work of Others„... .......... :7.3 Differing conditions ................... 4:23 Discrepancy in Documents .... T- 2,5. 33.21 6,14,2. Underground Facilities net indicated,,,,,,,,,, 4.3.2 Em ergencies ............................. ...... ; ....... -0.23 Equipment and Machinery Rental. Cost of the Work ..... ; .............. ......... ........... ;11-,4.53 Fee --Cost Plus.: ......................... 1 14,6.6, 11, 5; 1. 111.6 General Warranty and Guarani I ce ............ .......... 6.30 Hazard Communication Programs ..................... 0.22 Indemnification_ ................ _ --- 6.12, 6. 16; 6.31-6.33 Inspection arthe Work ................... ........... 7.3, 13:4 Labor, Materials and FquiomcnI .................... 63,&5 Laws and Regoations:,Compliance by ....... _:,1_6.14.1 Liability Insurance ............................ ....... - .1-....5.4 Notice of Intent,to Appeal ......................... ' :10, 10.4 obligation to perform and complete theWork ....................................................0.30 Patent Fees and Royalitcs, paid to I r by ................. fi.12 Performance and Other Bonds 5,1 Permits, obtained and paid for by .......................0.13 gress Schcdult;., .................... ;_l6. 2;S 2.9�. 6.6, Progress I I ........ ...... ;___§,19, 10.4, 15,2;1 Request for formal decisionon disputes., ............ 9.1 I Responsibilities -- Changes in the Work ............. .............. 10. 1 1 3 - liers &nce, m'ing.Subcontra . . ctors. I Suppliers and Others Continuing the Work .......................... 6-29-10.4 CONTRACTOR's axperfse ....... 6.7.1 CONTRACTORS General Warranty and Gitarititot .............................. ...... _6,30 CONTRACTOR's review prior to Shop Drawing or Sample submittal ................6.25 Coordination of Work 6.9-2 Emergencies ........................ ....................... �.23 - rNdfNn-Rs evahiation. subs _ tituic3 or "Or -Equal" 7.3 For Acts:and Omissions of Others 6.9-1-6.0-2, 9-13 for deductible amounts. insurance ...... ...... ;5.9 general ........................................ 6, 7.,2, 7.3, 8:9 ' C&nmunivat; Hazardous ion Program*,,,... Indcriunification ................................... 6,31.6,33 BX'DC GENUALC.ONDITIONS 1910,9 j1990 EDITION Wt CITY OF FORT CIOLUN'S MODIFICATIONS (REV 91911 Labor, Materials and Equipmcnt. .... ........ t5.345- Laws and Regulations,, .... 6.14 Liability Insuranck ........... ...........5.4 ?knicle or Paragripli Number Notice of variation from Contract Docurnents, ............... .. . ...................... j5,27 Patent Fees and Royalties...._......................§.12 Permits_,, .......... .......... Progress ...... ;., 6,6 Record D6cumcnts 6.19 iclated Work performed Prior to ENGINLERs approval of required submittals;,,,,,,,,,, safe structural, loading ................. ............... 6. LS Safety and Protection....................6..2Q, 7.2, 13.2, Safety Representative.___.....,...._......:_.___.. 6.21 '.Scheduling the Work; ............................ a .... 6:9.2 'Shop Drawings and Samples .......... ............. 6.24 Shoo Drawings -and Samples Review by ENGINEER 7 .......... .. ........ :6.26. Site Cleanliness jG. 17 Submittal Procedures 6 25 Substitute Construction Methods and procedures Substitutes and !Or -Equal" Items-__ ......... 03.1, Superintendencq ........................................... §12 Supervision................................................... 6.1 .Survival of Obligations ............................. 634 Taxes 15 Tests and Inspections .......................... 13.5 ToReport ...................................................... I.S. Use of Premises 6. 16-6. 18; 6.30.2.4 Review Prior to Shop Drawing or 'Sample Submittal ................ ; ..... ....... ......... �kight to adjustment for changes in the Work._. 10.2 tight to claim ............. 4. 7.1, 9.4, 9. 5, 9:11, 10.2,11.2, 1 U9, 12.1. -13.9. 14.8, 15A, 15.5. 17.3 Safety 11ndl?"ro'"tiection ................... 6.20-622. 7.2, 13.2 Safety Representative .................. .................. 6.21 Shop Drawings and Samples Submittals .... 6.24.6.28 Special Consultants_:_...._...;_:_.__ 1.4:4 Substitute Canstruction skicthods and Procedunia.6,7 Substitutes And "Or -Equal" Items. Expense ............................ -------------- 6.7,1. 6.7.2, Subcontractors. Suppliers and Others- 618-611 Supervision and Superintendeneq, ........ 6.1. 6. Z 6,21 Taxes, Payment by ...................... .................... 6.15 Use of Premises __§.16-6.18 Warranties and guarantees, ............. ... 0.5; 6,30 Warranty,ofTitle ..I.................I ....... I ...... Written Notice Requiied- CONTRACTOR-stop Work or term into . 15.5 Reports of Differing Subsurface and Pfiyiical Condition* ....................... A.2.3 SuW- antial C4=plctiun ................................ 14.3 Nfli COMrRACTORS-7other ....... Y Contractual"Liability Insurance ... Contractual Time Limits __ ............... ........... : ....... 12.2' Article or Paragraph Number Coordination- CONTRACtOR's responsibility ........... . ........... 6.9.2 Copies of Lkxxim ents ................................... 4.11 Correction Correction, Removal or Acceptance of Defective Work-- ingeneral............................ I U:4.1, 13. 1 UL I 4A 4 Acceptance of Defective Work ...... ............. .... J3,13 Correction or Removal of Defecfire Work ................................. 8.30, 13:11 Correction Period 13.12 OWNBR May Correct Difective Work.. ............. 13.14 OWNER May Stop Work .............. ......... 13ilo Cost -- of Tests and Inspections..... 13.4: Record slL7 Cost of the Work - Bonds and insurance, additional, .................. j 114.i,9 Cash Diiaccuntj ... .... : ........ I ...... : ....... 1.. 1. 1 ....... :j 1.4.2 CON*TRAGl'0R'5 Fee --- ; ........ :_.;j L& Employee Expenses.., .......................11.4.5.1 Exclusions.t.....................................................1 L5 General 11. 4-11:5 Home office�ftnd ov6rht.:ad expense* .................... 11.5' Losses and'damages ..................................... 11.4-5-6 Materials, and equipment ......... I ......... ........ 11_4:2 Minor expenses ........................................... j 1.4.5.8 Payroll costs on ------ 11.4.1 performed by 1.1.1-43 Records 11,7 Rentals of.construction equipment And machinery_-,..,..._,_........,._ -.- ....... 11 A.5-3, Royylty . payments, permits and license fees, ................................... ....... j 1:4. 5.5 Site office and temporary facili tfe .* ................ j 1.4:5:2 Special Consultants,CONTRACTOWs ....... ; .... j 1.4.4 'Supplemental_ _ _._� ....... ...... :l 1.4:5, 'r-wics related to the Work 11.4:5.4 Tests And [rispectiurk ......................................... j3.4 Trade Discounts_ .... ............ ...... .................. 11.4.2 Utilities; fuel and sanitary fiacilitiqj ......... .... j 1-4-5-7 Work alter regular hours .................... ............ 7 11.4.1 Covering Work... ......... ........... ................... J3.6-13.7 Cumulative Remedies,,,,,,,,,,,,,,,,,,,__17.4-17,5 Cutting, fitting end patching„.....,,;,.,. --------- : 7.2 Dais, to be ftimished by QWNFK ............................. ? :3 Day' -definition of... ............................ ................ 17.2.2 Decisions on Disputes:-._............................... :9.11. 9.12 d,fecfive-definition of.._ .. I --------- ...... 1,14 defective Work— Acceptance of ..... I ................. ............... 10.4.1. 13:13 EJCDC M-NECAL CONDITIONS 1910-9 (1990 MITIM41 wi OTY OF FORT coijjNsmob1RCATTaNS (REV 9199) EXHIBIT 4 — NEW & REVISED PLAN SHEETS Sheets Included & Instructions: 1. Plan Sheets — Dated 10/6/11 (2 sheets), Add Sheets 21 a & S-2 to the plan set. 2. Plan Sheets — Dated 10/6/11 (4 sheets), Replace Sheets 1, 21, 22 & S-1 to the plan set. Addendum 1 - 7289 Fossil Creek Trail at Stanton Creek Page 7 of 13 Correctibri,or Rcmovalof.................. _J0.4 1, 13; 11 Correction Period___ ................ ___J3.12 i n gcnqal._ .............. _ ...... _: ........ _J3, 14:7. 14,11 Article or Paragraph Number ,Observation by EiNUINEER......................I......... 9:2 OWNER May Stop Work .............................. ;.. 13. 1 U Prompt Notice of Defects ............................ ..... 13:1 Rejecting .. 1,�. :'�;' ... - 1_� ... �:., 19.6 _c Uneovering the Work, .......... z .............. :. --- Definitions.................................. * ------------ --- ...... Delays ...................................... 1.1, 6. 291 12,3= 114 Delivery of1knils, .. ... .......... Delivery of certificates of insurance .............. ;,;. 7, _Z 7 Determinations for Unit Price; ., ............................... 9.10 Differing Subsurface or Physical Conditions - Notice of ...... ENGINEER!s Review ....... ; ... ............. Possible Contract Documents Change ............... 4Z5 Possible Price;and Times Adjustments .............. 4:2-15 Discrepancies-Reporling and Resolving,_-,_ .......... 7_; ...... :_ 2.5; 3.3.Z 6.14;2 Dispute Resolution- Agreemenk, ..... ............... I ................... 0.1-16,6 Arbitration general 16 Mediatim......................................................... l6.6 Dispute Resolution Agreement .... ...................... 1&1-16.6. Disputes. Decisions by ENOINF FR ............ 9. 11-9:12 Documents - Copiesof ............. 12 ............... ............................. Record 6.19 Reuse uC ----- : ....... ....... ....... - ------ ;.17 Dravvingsz-definition ........... i,____I;l5 Easements ............................... ........... 41 Effective date of Agreement - definition Qf ..... 16 Emergencies:---- ...... ........ ENGINEER - as initial interpreter on disputes ................ 9. 11-% 12 definition of ..................................................... 1,17 Limitations on -authority and rcsponsibilitiesj .... 9A 3' Replacement 9E -- ------------ ---_------ 8,2 Resident Proje6t Peprescritative ................ ------ --- 93 ENGINEERs Consultant -- definition of ................... 1.18 ENGINEEks- authority and responsibility, limitations on.,,.- , 9.13, Authorized Variations in the Work ............ I ....... 9.5 .Change Orders. responsibility for'.._... .7. 10,41. 12 Clarifications and Interpretations ..............3.6.3, 9.4 Decisions on Disputes,,,,,,, -9'12 defective Work, notice of .................................. :13.1 Evaluation of Substitute Items ........................... 6.73 Liability' .............................. (1.32. 9.12' Notice Work is Acceptable ...... 7 ........ . _14.b Observations , .......................................... 0.30.11 9,2 ()WNER's Roprescittati.ve, ... :..� ................. ........... 9:1 Payments to the CONTRACTOR.' Responsibility Cyr __ ........ ......... ' ...... 9,51.14 Recomnitindat-im of Payment.. 14-13 Article or Paragraph Number Responsibilities -Limitations on ................. ;9.11r9.13 Review of Reports on Differing Subsurface and Physical Condit :..:.:.....::......A-2-4 Shop Drawings and Samples, review responsibility-' .........:.................. ....... 6,26 Status During Ccirtstruction- uutliorized variations in the Work,, 95 Clarifications and litter ' tatiqnA__ Pre DtCiSignliron Disputes ... ...................... 9. 1 Iw9j 2 Determinations on Unit .......... ....... 9.10 _Price ENGINEER as Initial Interpreter ----- .9.11-9:12 ENGINEWs Responsibilities ... 9.1-9.12 Limithitions; on ENGINEERs Authority and Responsibilities .... .................. :933 OWNER!s Representative,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, `.1 Project ....... 9.3 RcjcctingDefectnv Work..............................9.6 Shop Drawings, Change Orders and Payments.,_...--:,,,-;,_ .... Visits to Site ...... .................. . ................. 0.2 Unit Price detcrinihatioruk .................................. 9.10 Visitsto Site.- ....................................................9.2 Written consent re quirti;j .............................. :7.2. 9.1 Equipment, Labor, Materials and .............. 1. ........ 6.3-6.5 Equipment rental, C6st of the Work ... .......... 11.4.5. 1 Equivalent Materials and Equipmen.........................0.7 error or oin issicn§__ .......... zz- Eviden i . � Evidence of Finaric at Arrangemenis 11 Explorations of physical conditions;, 41:1 Fee, CONTRACTORs-Costs Plus ........................... JI.6 Field Order - definition of....._ ............._.._ 1. 19 issued by ENGINEER ......................... .... _ 16.1, 9.5 Final Application for Payment ...............................14.12 Final Inspection.., ............. ; ............... 1 ............ ..) 4.11 Final payment - and Acceptance .......... ........ ............. 14.13- 1 4, 14 Prior to, for cash allovences ............................... t h8 -General Provisions .......................... ____ ... 17.3-17.4 General Requirements - definition of .....................................................1.2o principal references t9 ............. 2.6, 6.4_6.".7, 6.24 Giving ......... ;.J7.1 Gutirantee of Wark-by CONTRACTOR, ---- „jS301 14.12 Hazard Communication Programs,.,,,_ 6-22 Hazardous Waste - definition of 1.-21 general......._.... -:-- 4,5 -------- :6,1 I i OWNER's responsity for i� .............................. �l 0 EXIC GENUALMOITION'S 1910-8119% EDMOM Wt 6TY OFFORT MLILIN'S MODIFICA . . T10NSQ1EV9iWj. Indemnification ..... ....................... 6,17 6.16 6:31t6.33 Initially Acceptable Schedules_,,.,......- ........:.:. — Inspection -- Certificate's of, 9: 13-4, 13.5, 14.12- Final..................... ..................................... 14,11 Article of Nragraph Numher Special, required byENGINCER .......................... 9.6 Tests and 13.3-13.4 Insurance -- Acceptance of; by OWNER..._ . ........................ 5.14 Additional, required by changes in the Work.' ............. .............. 1:11.4.5.9 Before starting the .................. .... 2-7 Bonds and --in general...........................................5 Cancellation Provisions,,,,,,,,,,,,,,,,,,,..._„-,,,_,,,,,, 5.8: Certificates of ------- .......... 2.7, S. 53, SA: 11, 5.4.13, ................. J.6.5, 5,8, 5,14, 9.13.4; 14,12 completed operations ...................... 5AA3 CONTRACTORS Liability :_ ............. . .............. 5..4 CONTRACTORS objection to coverage,_, Contractual Liability ....................... .......... :-.,5-4.10 deductible amounts, CONTRACTOR's responsibility .............................................. 9, Final Appficatan for Payment ... ....... �14.12 Licensed Insurers_`...jL_ ............ 71 ........ I ............ 5-3 Notice requirements, ements. material changes ........ 5.9, 10.5 Option to Replace : .... .......... ............................ 5.14 other special insurances .: .................................. 3.10 OWNER as fiduciary Co insureds ............... 5. 12-5.13 OWNERs Liability ........................................ --- 5-5 OWNER's Responsibili(y .................................... 8.5 Partial Utilization, Property Insurance .... ; ........ _` 5.15' Property,.,_ .......... : ................... Receipt and Application of Insurance proceeds: .................... .................... 5, 12-5.13, Special Insurance_„-_,-,_,-, .......... 3:10 Waiver of Rights Intent of Contract Docum eats ............................... 3.1-3.4 Interpretations and Clarificafionis..................... 3.6.3, 9.4' Investigations of physical conditions,,,,,,,,,,,,,,,,, ......... 4.2 Labor. Material's and Equipment., ........ ............ :__63.6_5 Lands. - andEasements ...................................................8.4 Availability. of.--- ................................... 9.1.8.4 Reports and Tests:--_- *"'* ....... ........ s, Laws and Regulation -Laws or Regulations -- Bonds Changes in the Work ....... .................... _10.4 Contract DocurriLfit!k ....... ; ... 1. ......... w.3. I CONTRACTOR's Responsibilities .....................0.14 Correction Period, derective Work ............... Cost of the Work, taxes .................. ............ j 1,0A definition of-----_--- .......... _ ..... ... ::71.22 gencra16.14 Indemnification ......................................... 6.31-6.33 Insurance i_3 p6f"Ice tam---.'.--: ............ 13.1 Safety and Pr6 ectirm._ 620, 13:2 Subcontractors, Suppliers and Others;,;,,,,,,, 01 8-6. It Article or Paragraph Num bier Tests and lnspectioins...................................13.5 Use of Visits to Site :. 9.1 Liability Instaranc&_ CONTRACTOR's'rRAC`I`OR's............................................... . 5.4 OWNERS Licensed Sureties and Insurers_--,-,-„- ......... Liens-- Application for Progress Payment ................ 4.2, CONTRACTOR's Warranty of Title .................... 14:3 Final Application for Payment, ..... : . ...... .... ;...;j+12 definition of ........................................... ........... li23 Waiver of Ciiiiins.:-.1 .... I ............ _... ........ 4.1 . 5 Limitations on ENGINEERs authority and responsibilities,,.,,-,. 9.13 Limited Reliance.by CONTRACTOR Authorized ..................................... ; ......... ....... 4.2;2 Maintenance and Operating Manuals -- Final Appliciitiort for Payment ................... :.14.12. Manuals (ofothers)-- Precedencelk&rencc to in Contract Ducumentj .................. 3.3.1 Materials and equipment -- furnished by cQNTRAGTOR ........ ...................... 63 not incorporated in Work ................................... 14:2r Materials or Mediation (Optional),_. ...... 16.7 Milestones --definition of,,,,,,,,,,,,,,,,,;,, ............... j.24' MiscOlancous— Computation orrimes .... --------------- - ..... 172 Cum ulative-Re niedies 17.4 Giving Notice .................................................... 17.1 Notice of Claim 17.3' Professional Fees and Court Costs lnclu&d. ...... :.17.5 Multi -prime contracts., ................... — ; - ------- ------ _3 Not Shown or Indicated .................... .3_3.2 Notice of -- Acceptability of Project.............................._... 14.13 Avrard. definition of,,, ............ ...... .... :_:.tj.25 Claim.................................................. :.:_ ..... a7'3 Defects. 13.1 Differing Subsurface or Physiba I Conditions;.,,., a.2.3 Giving Tests and Inspectionj ......................................... 13:3 Variatiort, Shop Drawing and Stimplq ........... __0:27 Notice to Proceed — definition of ......................................................1126 givingof ............................................................2.3 ') t:JCM GENMAL COMA 110NS 1910 -9 (1990 EDITION) w/ (ITY OF FORT COW NSIMODMCA nom% mEV 91") Notification to Surety......._ ....................... I05 Obscryationi; by ENGINEVW 0.2 Occupancy or the Work ......... ........ 5:15, 630.2.4, 14:10 Om issitins or acts by CONTRACTOR,, ...... 1-:,_69, 9713 Open Peril policy form. Insurance ............................ $6.2 Option t6"Replace ............ 14 agr Article or Paragraph - 'M Number .".Or Equal".Items............................ 11 ..................... 1 .... 6.7 Other work 7 Overtime Work —prohibition of_.::::,_ :...... : ......... OXVNER-- Acceptance of defective Work ........................... 13JS appoilit an ENGINEER....... _8.2' Availability of Landsi responsibility .................... AJ definition of ............... I ... I—— ............. I ........... 11,17 data, furnish....'..._.._ ...... ......... _............. $.3 NW Correct Dafiective Work; .... ; ...................... t3;14'• May refuse to makii payment ............................... 1.4-l' May Stop the Work ...... ; ......... ............. .......... 13:IQ May Suspend Work, Terminate 1110. 150-15.4 Payment, make prompt ....... ............. 83. 14.4, 14:13 peiformance of other work., .... : .......................... 7il permits and licenses; requirement's,,,,.:,,, IN purchased insuiafice requirement4.._ 5.6-5:10 OWNER:s;- Acceptance of thework .. . ........ ......... 0:30.2.5 Change Orders, obligation t6 czccutq ......... :8.6, 10.4 Comm urtication!V ................................................ 83 Coordination of the Work ............. ................................ 7.4 Disputes; request for d6cision' 211 'Inspections. tests and approvals.,,, ......... ll.Z 13:4' LiWlity Insurance.,:.,:, --- : ..... ; ......... 5;5 Notice of Defects..;.,,.; ................. ................ J3-' RepresentatiVe--During Construction; ENG'WEER's Status ............. .. ;z ......... �7 ........ . 9.1 Res i ponsibilities Asbestos, PCBs, Pctrolcum: Hazardous Wasta or Radioactive Material ................ 8.10 Change Orders;,,,,,,,,,,;,,,,,.................. 1 .... 8.6 Changes in the Work ............. -------- ...... 10.1 communications. . . ................. ................... 811 CONT RA . CTORs'r`csponsibiIitie_4 3.9 evidence of financial arrangementA ............. 3.11 inspections, tam and approvals, --- I ..... ............ 817 insurance.: ........................... ............... ........ 5.5 lands and easelaeni4: ... : 7 8A prompt payment by .... ..................... 0' repfacement of ENGMER_ ------ .......... ...... $.2 reports and tests ............................. I............. 18:4 stop or Suspend Work .................8.8, 1110, , 15.1 terminate CONTRACTORS services... - 15,2 separate representative at sitq................. ........... 943 xi testing; independent:..........._ ..........................13A.. use,or occupancy of the Wo& .... ....... 4.15, 6.30.2.4, 14.10 written, consent or appi(tval required .........................................9.1.63, 1 IA WC X GENERAL. CWMITIONS 19103 6990 EDITIOM wiciTy. 6F.FbRT C.OLMSMODIFICATIONS (REV91W) Article or Paragraph Numbcr %vritten noticz required-,- .... ......... .7-1.9.4, 9.11. I .................................... 11.2, 11.9, 14.7: 15%.4 PCBs. - definition general...................................................... ....... 4,5 OWNER!s responsibility (ar� ...................... I ....... X-10 Partial. Utilization -- definition of ...... ...... :1;..j28 gencra16.3 0.2.4, 14.10 Property Insurance .......................... ............ 5,15 Patent 'Fees and Royalties ........................ .............. a 12 Pavmcnt Bcndk,.,.,,.., Payrn5nts,, Ricommendation of .............. 14.4-143. 1413 Payments. to CONTRACTORandCompletion— Application for ProgressPayments ......... .;.;14.2 cor,'ITRACTOR's Warranty of Title'— .... .-I.—J4.3 Final Application far -Payment..., ....................... 14-12 Final Inspection ............................................ .j 4. 11 Final Payment and Acceptance . .............. 14.13-14. 14 general .. . ........... .................... :,, ...... 14 Partial Utilization,,-,-;::, 77-1, ;.J4.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ...,-., ................ .... J4:4-14.7 prompt pyrnenk.-, ... ......... ... ........... .1$3 Schedule of Values .... 14.1 Substantini Completionr .......................... 14.8-14.9, Waiver of Claims, ............................................ MA5 when payments duz ................................14A, 14.13 .................................14.7 withholding payment.„-,_„...............*--'*..........143 Perf,armance Bcnd4 ............ I ........... ........... 1-5.21 Permits ......... 13 Petroleum— definition*of.., .................................................. j JQ general........... : ........ ......................................... 41 0XVNL'R's. responsibility for............................... 10 ,Phy4cal Conditions-- - Drawings of, imor relating t(? .................... .... 4.2.1.2 FNGTNFFR's review ......... ........... ....... existing structures..:_ .-------------- ............. j4.12 general4.2.12. ........................................................ Notice of Differing Substallic or, 1 c ..................... 4.2.3 Possible Contract Documents Change,, ... ......... 4.2.5 Possible Price and Times Adjustment;..............4.2.6, Reports and Drawings ......................................4.2.1. Subsurface and ................................................ A�i 'Subsurface Conditions 4.2.1.1 Technical Data, Limited Reliance by CONTkACTbR1Xuthorized ........................ 4.2-2 Underground Facilities— general........... ............................................ 4.3 Not Shown or Indicied ........... . --- 43,2 Pfotection of ....................................... -6 Article or Paragraph Number Shown or ........ z-243.1 Technical Data .............................. ; ................. 4.2.2 Rreconstructkn Conference.......................................2.8 Preliminary Matters Prel im inary Schcdul�§ ............................................... 2:6 Premises, Use of ................. .............. :..6. 1 ". 18 Price, Change of Contract — .... ........... ............. J] Price, Contract --definition qf,, ......... 11-: ........ Progress Paymcn% Applications for .. ------- t ........ )4.2 Progress Paymcnt:-rctainagq: ......... ........... — ..... 14.2 Progress schedule, CONTRACToWs ............. 2.6, 2:8, 2.9. ........ 6.6. 6.29:. 10.4. 15:2.1 Project —definition of;-.,._„:..r ......... .............. 7 ......... 131 Project Representative-- ENIGMERs Status During Construction ..... . ..... 93 Project Representative, Resident —definition of... ...... 1.33 prompt payment by 0W'NEk ... ........... ....... 83 Property Insurameem- Additional gencraI5.6-5. 10 Pariial 15; 14.10.2 receipt and application of proceeds ............. 5, 12-5.13 Protection. Safety and ........................... ; ... 61M;21. 112 Punch list :,: 1 11 0.11— - J.4.1 1 Radioactive Matirial dc.Cintibn oF......................................................1.32 genera14.5 OWNFR's responsibility for: ......................... 10 Re -commendation of Payment.,,,,,,,,,,,,,,,, . 14.4, 14;5, 14.13 ReYcird Documents,... .............................. AA9. 14.12' Records, procedures for in aintaining ...................I.... r Reference Points.,,.._,.,,..., ...... Reference to,Standards and, SI)eci ficatioris. of Technical Societies, ........... ; ........ ; ................... 3.3 Regulaticris, Laws and (or) ............................. ......... 6,14 Rejecting Defective Work .......... ..... ....... ........... 9,6 Mated WorL-- at site ....................... : ................. 7. 1 -7.3 Performed prior to Shop Drawings andiinp]L F -a submittals rcvic�Kj ........ k.... : ...... 6. 28 Remedies, cumulative 17.4; 17-5 Rim oval, or Correction'ofQj - cth-j W8rk. 13,11, rental agreements, OWNER approval rcquircd, .... 11,4.5.3 replacement of ENGINEER, by MINER .................... .8.2 Ripaqing and Resolving Discrepancies ................................2.5, 3.1 6,141 Reports — And Drawings l .............. ....... ......................... 1.11 and Tests, OWNMes rcsoqri�ibjlity.� ........ ....... 8A ' Resident and Project Representati . ve-- definition of ....................................................1.33 provis . ion for ........ .....................................................9. t:JCDC GENERAL CONDITIONS 1910 -9 (1990 EDITION) w/ CITY OF FORT COLLINSMODIFICATIONS MEV9199) Article or Paragraph Number Resident Superintendent, COiNTP,ACrOles-,:,-.,-,,,,_,,,6.2 Responsibilities- CONTRACTOWs-in general .................. .............. : 6 ENGINEERs-inScricral ....................................I...0 Limitations an ............................................. 9A3 O%VNER!s-in Retainage -------_------ Acuse of Documents Review by CONTRACTOR: Shop Drawings. and Samples Prior to Submittal!.,.... ....... .......... 0.25 Review of Applications for Progress Paymcnt4 .................................. ;..14.4-14.7 Right to an adjustment:-.: ..................................... 10.2 Rights of Way........._....._..............._____.4.1 Royalties, Patent Fees and ,., .... 6.12 Safe Structural Loading .......................................... 0.18 -Safety,- and Protection .......... : ...... . ........ I .... 4.3.2, 6.16, 6. 18, 7,2. 13.2 general ......................... 0,20-6!23 Representative; CONTRACTORS,,,,, ....... ().21 Samples - definition of ............. ....... 1 .......... ............ __1.34 general..................................................... 0.24-6.n Review by CONTRACTOR .................. ____ ...... 6.25 Review by ENGINEER ....................... _._0.26. 6.27 related Work 6.28 submittal of .............................................. 0,24.2 submittal procedurel ............................ E ....... 0.25 Sehcdule of progress ._ ....... 1.6. 2.8-2:9. 616, .... 1.6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals ................... .......... A, 2:840, 6.24-6.28 Schedule of Values.... ...... ...... ..... ......... 2.61 2.8-2.9, 14.1 Schedules - Adherencetq .................. I .............................. 15,2.1 Adjusting........................................................... 6.6 Change of Contract Times :: ....... .................. 10.4 Initially,Ac"ptablc_ ..� ...... -.4 .... ------ :_I.S. 2,9 Prelimiriiiry ........ .............. ........... ............. _ ..... 2A Scope of Changes, ..................... ................ 10.3-10.4 5ubsurface Conditions ........................................4.2.1.1 Shop Drawings= - and Samples, general; ...... .......................... 6.24-6:28 Change Orders & Application's foi Payments; and.:.: ... ......... ----- z,9:7-9.9 definition of : _, 1M.1; m 1-_-.1 ENGINEER's approval of 3.6*,2 LNGIN =-Is respomibility for review,,,,,,,,,,,,,,,,,, ......... 0,7, 6.124-6.218 related review procedures ......................... 2.8i 6.24-6:28 ArticIc,or Paragraph Nuniber. submittal. required,.... ........................ ................. 6.24A Submittal Procedures ..... ........................................ 2� Use to.3pprove. substitutions,,,,,,,,,,;,,;,,,,,,,,,,,,,, Shown or Indicated ................................................ :43A Site Access ...................................................... 7.2,13.2 Site Cleanliness ...................................................... 0,17- Site, Visits to- by ENGINEER..._ : ............... ------ :...9.2. 13.2 by others.......... ..... 13.2 .special causes of loss' policy form, insuranuc ...... 5.6.2 definition ............... ........ Soccifkations- defination of orr cchnical.Societim reference in i precedence.... ; ...................... ; ...... :.; ................ )3.3 Standards and Specifications of Technical Societies ............................ ........... 5.3 Starting Construction, Befort; .... ......... Starting the Work_ _ _::77 _ T_ �__ Stop or Suspend Work - by 4ONTkACTOIZ ..................... .............. ; ...... 15.5 by OWNER,:....: :.:.. _.: ......... .. 13.10, 15A Storage of materials and oquipmem .................. t,Al, 7.2 Strticturall.oadina Safety ....................... .............. 6.18 Subcontractor - Concerning, ..... I ......................... ............... A. 8.6. 11 deftnition o( ...... ........ ...... I ........... 1,37 deldvs . .............................. ............. . 123 waiver of rights .................................................6.11 Stibauntractors--in gqncraI'._, 6,8-6.11 Subcontrqcts-requirM provisions.,_ ._.5.11. 6.11, 11.4.3 Subm ittals-- Applications for Paymenk .................................14.2 Mitintenance and Operation IvIanu* ......... ..... 14'12 Procedures 6.25 Progress Schedules .................................. 242.9 Samples......... .......................................... 624-6:28 Schedule of Values . ................ .... ; .............. 2.6_14.11' Schedule of Shop Drawings and' Sam ples" Submisisi6ris .................. .............. _.7.6, 2.8-2.9 Shop Drawings.........................................6.24.6.28 Substantial Completion - certification ,of,_, ....... 14,8-149 ilctinition of.....................................................1.33 . Substitute. Construdion Methods or Frocedums, .... _6; 7.2 "Uhstitutes and "Or Equal" Items„-,..__,_„,,,,,,,,,,; ... 6.7 CONTR.ACT0R!s Expense * :,.0.7.1.3 ENGINEER's Evaluation 6-7-3 'Or -Equal ................................... ................ 0.7.1:1 Substitute Construction Methods UJCDC GENERAL CONDI nOM 19103 it 990 E15MOM wt cm, & FbRT COLTIN'S MODIFICATIONS (REV 9f991 Article or Paragraph Number or Procedures .:.:......................................... G, 7.2 Substitute Items - - .6.7.1.2 Subswface and Physical Conditions— DrawingsoC in or relatag to.........................4.2.1.2. ENGINEER's Review ...................................... A2:4 general,........... ......... :4_4:2. Limited Reliance by CONTRACTOR Authorized 4.12 Notice of Differing Subsurface or Physical Conditions ...... :........ .... ...................._4.2.3 Physical Conditions :.................... ........:.:.. 3.2 L2 Possible Contract Documents Change,,,,,,,,,,,,,,,4 2.5 Possible Price andTimes Adjustments...............4.2.6 Reports and Drawings ... :......... :_...... :,.: ............ 4?a Subsurface and., ........ _.; ... ; ...... r ..... I ... ...:: ...........4.2 Subsurface Conditions at the Site,,,,,,,,,,,,,,,,,,,4-2.1_I. Technical Data .:............._ ............. ......... ......... 2—) Supervision— CONTRACTOR's responsibility--,; ,,,,,,,,,,;;;,;;,,,,,¢. I OWNER shall not supervise.;.............................18.9, ENGINEER shall nixsupervis4................ 9 2, 9.112. Superintendence_, ....... ............ ...... ;...::....:. 6; 2 Superintendent, CONTRACTORa resident ...............6.2 Supplemental costs...............................................11.4.5 Supplementary Conditions -- definition of., ....... ... : ..... : .............. __ ............... 1.39 principal references tq.................1,10, L 18,12, 2.7;, .......... ........... .4.:2; 4.3. 5:1. 5.3, 5.4, 5.6-519, ................. 5.11. 6.8, 6.13; 7.4. 8.11. 9.3,.9.10 Suppfemcniing Contract.Drnvmenls ... :........... ,.......... 3.6 Supplier — definition of .: ............................. :...... :..........:... i.40 principal references tq... ,....... 3.3, 15.5, 68-G,I1; 6.20; ........................ .- •.- •6.24.9:13, 14.12 Waiver of Rights_ .......................................:.. .. 6.}I Surety— consent to final paymen........................ J4.12; 44.14 FNGINFFR has no duty to .................................9.13 Notification of ---,.-..-:': _.:.:_::..---:.-1 O.I. 10.5, 752 qualification of........... .............. ....... .... ......... 5.1-5.3 Survival of Obligations...........................................6.34 Suspend Work. OWNER May ...... ................. 13.10..15.1 Suspension of Work and Terminmion-................... J5 CONTRACTOR May Stop:Work or Tenn irate...........................:...................15.5 OWNER May Suspend R'ork.....:.......... 15.1 OWNER May Tern irate..:.,--_...` .....:.:..:.:.. 15.2-15.4 Taxes --Payment by CO"ITR (_-ToR........................ 6;15 Technical Data - Limited Reliance by CONTRACTOR, ................4.i 2 Possible Price and Times Adjustments_-_, ........ AIG, Reports:of DitTeringSubsttrface and Physical Conditions,,,.................................4.2.3 Av Temporary construction facilities ....................... ...._9.I Article or Paragraph Number Termination — by (.oN,7RACTOR 7- 17 -7 '._ ---- -„13'5 by OWNER........................................8:8, 15.1-15.4- of b-'4GINBER's employment ............................... $ 2 Suspension of Work-in general.............................1.5 Terms and AdjeetivcS:.:....:.::...::.::_:::::,,:, _j.4 Tests and,In'spections- Access to the Work, by others ....... ............. ........13.2 CONTRACTOR's responsibilitiex ...................... 13.5 cost of 13.4 covering Work prior tq.. 13-6.13.7 Laws and Regulaliims(or)................................ 13.5 Notice of Defects ..:.......... ... :.,..:.._..................._.13:1 OWNER May Stop Work :..........:......:.............. 13,1U OWNER's independenttesting ........ :...:...... :.::.:: J3.4 speeial, required by LNGINEER ..........................P;6 tits-ely.notice required .............. I ........................ 13.4 Uncovering lheWtxk, at ENGINEER's request,,,;.,..._, ,.- -----::,•-,..,.,...;.13.8-13.9 Times_ Adjust i n&................... :............. :...:.:.................. 6:6 Change of Contract ......... '--_....... ; ....... Computation of ....................... .......:..:........:.....17:2 Contract Times --definition oC ...........................j.12 Iny.................................. _............... ....... 17,2:2 Mi lesiones.......................•..................................12. Requirements— appcals.................................................9.10, 16 clarifications, claims and disputes..........:.:..:19:11'. 11.2, 12` Commencement of Contract Times ....... .:..::... .3 Preconstructidm Conferences ..:......................Z.. schedules ......... .............. ............. ....._.6.29, 6.6 Starting.the Work ....... ............................... ....2.4 Title, Warranty of ...:.....................:........................ J4.3, Uncovering Work ........ :..................... :............. 13.8-13.9' Underground Facilities, Physical Conditions — definition of..:....:......::....................................1.41 Not Shown or Indicated,,_,_,,.., .... protection of .............. ...•-................ .......... 43, 6;2(1 Shown or Indicated( .............................. .......... 4.3.1 Unit Price Work— claims--,-,...,... ,%__... .......... ..........::...:.7:::...1,1.9t3 definition of .................................................... JAI general l 1.9. 14.1. 14.5 Unit prices — general l 1.3.1 Determination for ....................................:....... %16 Use of Premise4...............................:6.16. 6.18, 6.30.2.4 Utility owners..,.., ... t...0.11. 6.20, 7.1-7.3, 13.2 Utilization Partial.... .-,118, 5.15. 6:30.2.4. 14,10 Value of the Work ........ .......... ..................... ......... -.11.3 Values. Schedule of ............................. 12.6; 2.8-2.9. 14,1, ErCDC GENLRAL CONDITIONS 1910-81194a F)ITIONI w7 CITY OF FORT COLT -INS MODIFICATIONS (REV 91") Variations in Work --Minor Authorized,_ '6 6.27,:P.5, Article -or Niagraph Nurn tier Visits to Site —by ENGINEER :..- ... ...... ............. .... 19.21 : Waiver ofClairns--on Final payment,,,,,,,,,,;,, ,,,,,14;15� Waiver of Rights by insured parties .................5.1I, 0. 11 Warranty and Guarantee. General --by coNTRI�c-TOR ......... ......... ............................ 6.30 Warranty of -Tide, C(-)NTRACT0R!s.,,,,.,., ... :z14.3 Work -- Accessto...-.. ..... ............................................... 13.2 by others ................................................ ............... 7 Changes in,the .......... .......... ..... .... �10 , Continuing the ; ..... . .......................................... 60 CONTRACTOR Nbj Stop Work or.Tenn irate...............................................15.5 Coordination of 7.4 Cost of the,,.;.; ;..jjA-lt5 definition o( .................. ............ .... ................. !.43 negleaed by CONTRACTOR ................ ........... 13.W� other Work,:._.,........,..... �,: 77..; ................ 7 OWNER May Stop Work , 7 �7 7:7 .. . ..... J3.10 OWNER May Suspend Work ........... ....... J3.10,111 RelatiA Work at Site .... I ............ .................. 11-7.3 Staitingthe,, ............ ;.;z- ...... Stopping by CONTRACTOR ...... ............. ........ Stopping by OWNER ................. ............... 15.1-15.4 ,Variation and deviation authorized. minor ........ Work Changd Directive — claims pursuant to� .............. ..................... definition of ...................... .............. ...... .... jA4 principal references to,,,,,,,,,,,,,,,,,,,,; 10:1-101.2 'Written Ain cndmcnt<- definition of.., .......... principal references to.., ........... I- 10, 3:5, 3: 10, 1 U 21 .................... ().6.2. 6.8.2. 6.19. 10. 1; 10.4; 111, 13:12:2, 14.7-2 Written Clarifications and Interpretations ............. 4 ............... ;'... 3,63! 9,4. 9., 11 Written Notice Required — by CONTRAdOR, ........... I— ...... 1, 9. 10-9. ---- I ------- I ----------- -------- 1- -------- 10.4. IL2 . Iii by OWNER .................... 9,10-9,11, 10.4, 11,2,13.6 xv i3xiy--aNERALcoNDiTi6NS[910-Sitem EDITIOM w/ CITY OF FORT muit;q Ntowic�TioNs (REv gigol (THis page Ictt'hlank inlentianall)) .ebi WC= CENUU.L CONDI MS 1910.9. 1940 ED]n0o) w, Ci7Y OF FORT'COI.UNS'MODIFICATIOIiS (REV *,m GENERAL, COMMONS ARTICLE 1-DEFINITIONS Wherever used in these:Gcneral Conditions or in the other Contract Docuracris the, following- terms have the. meanings indicated which are upphcablc',to both the sin - I singular and plu.rH thereof, LL dd&jxd4-AVrinch or graphic instritments issued prior to• the of Bids which chu*.- Correct, or change the = Requirements or the Contract Document& .1.5 Agreement- Tbe wri . ticn contruft between OWNER. ;Q coNTRACTOR, covering the Work to be performerl, other Contract `Documents are; attached to the Apcein.cnt and made upart thereof asp pray ided'therein. . therein. 1.3. Arlication for Payment —The farm a6ceptod by FNTG WIF P, which is:to be used by'CONTRACICOP in requesting progress or final payments and'w6i6h is to he accompanied by sudi supporting doi5uffichwirm is is required by the, Contract Document-.. 1.4. ;Westos-,Any material-ilial contains more than one percent asbestos and is firiabl ' c or is-relcising,asliLstos,fibers .into the air above current action levels established by . thic, tNtcd States OccOpatiemal: 'Safety and, Health Administration. 15� Bid -The offer or, proposal of the bidder submitted on 11t;, prescribed form sdft fdruh,the 06us far the Work• t6 be performed. I,& Btdarn$ Documenis-The advertisement. or invitation to Bid. instructions to bidders, the Bid form, and Contract Do6imehis (itict4ding aW,.,Xddenda: issued prior to receipt of Bids); 1.7, Bidding Requiivrnenzy-The •advertisement or invitation:to Bid.1ristructiowo bidders, and the Did form. LK boyidr=Performiince�atid'Paymera bonds and other instruments .ofsecs Uy.' - 1.9. Utafige. -Onkr-A document recommended •by. DIGMEM- which' is s4gnoL by CONTRACTOR and OWNSRundauthuLzes an addition: deletion orrevisfun in Lhi Work, or an iidjusament in -the Contract Pricti or the Contract Times. issued On of afkr the Effective Daw of the Agreement. 1J0. Contract Dwirpienis-The Agrcem4nt; Addenda (which pertain to the Contact Documents)- CONTRACTORS Bid (including documentation securripanving the Bid uirid any past Bid- d6cu6entation submitted prior to.thc Notice of Award) when'auached as an exhibit to the Agreement, the, Notice to Procccd the Bonds. dicsi: Gcncral Conditions the Supplementary Conditions, the Specifi6ationq and the Dmwings,as the i410-a 09' )Q Edtiaij W1 aTY OFFORT COLLINS MbEFICATICYf4s jfqV4f2000j same are more specifically identified in thcAgreel . ncm together with all, Whiten Amendments, Change Orders, Work- Charige Directives. Field Orders and liNGMERs written interpretations and clarifladtions issued pursuant to ' piragm*3.5' 3.6.1 and 3.6:3 error after 'ibi:'Effec'IEVC Date of the Agretment- Shop *Dni-iiiing submittals approved Piasuam - to pai�agra*L 6:26 and 6.17 and the - reports and drawings referred to inparagraplis'4:?:I. and 4.2.2 are not Oontnict Documents. Ll 1, Contract Piece -The !pq!te" pay!ible by OWNER to CONTRACTOR far camp!Lfion of the Work in accordance with the Contract Doctiments as stated in the Agreement- (subject. to the provisions. of pnmgmpfi 11,9-1 in the ciise of Unii Price Work), EA2. Contract Tinws4ho numbers of days or the datcs-stated in theAgreement: (i) to achieve Subsiamial Completion, and (ii , ) to complete the Waik so "t it, is ready for final paymcint;as evirdenccd by HNGINEER's written recommendation of final payment, in accordance with paragraph 14 13, i -13.. O.NTR.4pm-'rhe person, fazi qr corporation M . th whorr;.(JWNER has entered into the Agreement 1.14. Afictive-An adjective which When m6difyiig the word' Work refers to Work that is Unsatisfactory, faulty or deficient in that,it does not cod6rm to the Contract rxcumicnts, or does net meet the requirer6eAts'. of any. inspection; reference standard, test or approval referred to in the Contract Docurhcms,,orhm beendamagcq prior to ENGW11MR's recommendation.of final payment Cunless- reiponsibility, for the protection thereof has been assumed by OWNER of in accordance with paragraph 14.8 or 14:10). 1.15. Drawings -The drawingswhich show the scope, e-Ktent and character of the Wc rK to be,furnished and paifiarmod by CONTRACTOR and which have been prepared.Cc approved by ENGINEER and arc -referred to in the Contract, Documents. Shop drawings are ME Drawings as so detined., 1.16, Effective Date of die Agrvewetjt-The date indicated in the Agreenient on which it bapbracs effective, bul it no such date isIndicated-it means the on -hhkk the Agreement is sip . ied and,delivered by the last of the two panties to sign and ilc.!fiyer. 1.17 EMOLVEMA-The parsorc rm sir caporidtin named as such in the Agrmacril.- 1.18, FWGINM's Corisuhant-A person. Firm or c6rpomt - ion having a contract with 12%'GINT-M to furnish services, as ENGINEER's indc nt paWc professibml ussoZiatr or consaltant -with respcxiuo the Project and who is identified as such ire the, Supplementary Conditions.. 1.19. Field Order. -A written order issued by ENGINEER which Orders minor changes. in the Work- in accordance with paragmph 9.5 but which does not involve a change in the Contract Mice or the Contract Times.. 1 20. Cenaml Requirements-Sectioris of Division I of the Specifications. 131. lfdzardota.Wasre-The ttxni Ilgmd us.Waste shall have the miantrg .provided 'in' Section' 1004 of the Solid Waste Uispo_s d Act'(42 USC'Secti4m 003)'as amended from time to, time.. I.22.a: Laws and Regidaliom, La>or ar Regulahons ,Arty. and all applicable• laws: tiles., regulutitions. ordinances; rs. ,cafes anil orde. of any and all govennmisnal bodies•, agrncirs.,euthontiescend mats having jurisdiction 1.22.b. Legal Ho6ddvs-4all be those holidays observed W the.Cily of Fort Collim - 133: ,Lie= —Liens,_ chargcx sacurily interests or encumbrances upon real proptrtyor pagans' property. 1,24:-ddiksrone-,A principal event .specified in the Cbnntract•Dwuments relating to:an intermediate completion date or time prior, to Stihstaruial Completion of all the Wark. 1,2& Ivnnce.dfA%,ani—A.w�rincn notice -by OWN to the apparent successful bidder stating that upon'complianco by the apparent successful bidder with the cemditions prtacdent enumerated therein; within the dine kweified,'. OWNER will sign arced deliver thc-Agrcemerd. L. 6. Notice to Procee,�-A written, notice given ,by oWNr:R to CONfRAC OP (with a copy to ENGINEER) f?dM 'the date on which. -the. Contract Times wiU' commence to runand on which CONTRACTOR shall start to perform; CONTRACT.OR'S obligations zurnder the. Contract Documents. 1.27. 01MU—The public body or authority, corporation, associadan, firm or person- with whom CONTRACTOR has entered into the Agreement.and for Whom the Work isto be provided. 7 28, Paiflal UtiYcatlon-use by OWNER of a substantially c6mpleted part of the Work .for the purpose. for which it is intended (or a related purpose) prior to Sulzuintial Completion.of all.tha Work 1 29. PCBs=Polychlorinated biphenyls. 1.30. Petrolarow-Petroleum: including. crude oil or any fraction thereof which is liquid at. standard coinditions of temperature ,aiid pres=c (60 degrees Fahrenheit aril 1-f..7 ponds per sVare inch absolute), such as oil, petroleum, fuel oil, ad sludge, oil refuse: gasol-ore: kerosene and oil mixed with other non-11anrdtus Wastes and =de oils: 1.31. Project -The total;coristructitn ofwhich'the'Work to be provide] under the Ccntinict Documents 'maybethe whole, or ti .part as iritlicated •elsewhem''m the Contract Documents. 1.32:a 'Radioactive Material—Stnuce:.special;rnuclear, or hiytxoduc.material as defined 6; the Atom rc Energy elct of EICDC GENERAL CONDr110Ns 191a1t099a EdiGonl, w/ CITY OF FORT tX1I1 M MOOIFiCAMONS(REV 4WIM' 19S4 (42uSC'Secdon,2011 ct..*).as ameNed�from' time to time. 1.32.b. Rsrada? Iirorkine Nofas-Regular working Hours ere defined as- :7:00am to 6:00pm unless otherwise specified in the Geneml•Reauirements: 1.33. Resident Projda Reprusanra&,t_-The authorized nprrsuttetiVe of ENGINEER who may be assi d'lo the' site or any part thereof. 1.34. Samples —Physical examples: of materials. equipment,, or workmanship that are representative of some portion of the W&k and which establish the standards by which such portion of the Work -will be jiidgcd 1.35. S7rbp Dri:rvings_Atl drawvtgs diagrams,, illustrations, schedules and, other data or information -which are specifically prepared or'.aisembled by'or'for CONTRACTOR- and subilitted by CONTRACTOR to illustrate some portion 'of the Work.. 1,36. ,SpecUicadonr—Those portions of the Contract Documents consisting of-i;Tittcn technical description of materials, equipment; construction sjgems,,standards'and workmanship as ,applied, to the Work andcertain adminikrativcdetuils applicable thereto: 1.37" Subcontractor---A'n individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcoritinctoi Cot the j erformame.cf-a part of the Work at the site. 1.38. Substantial Completion -The Work' (or a specified pan thereat has progressed to the point where. in'the opinion, ot� ENGfNEFR as evidenced by ENGINEER's definitive certificate of Substantial Completion• it is sufficiently complete, in accordance with the Contract Documents; so that. the Wurk (or specified part) can Abe utiluud for the!pirposn,for which it is intcnrkd; or :if no :such certificate is isued, when the bVork is complete and ready for final ,payment as evidcnnced try ENGiNF-FR's nvrittst recommerxlati6n of fatal payment in accordance with paragraph 14.11 The terms "substantially complete" :md "substiurtially completed" as applied'to all or pail of th a 'lWork retcr to Substantial. Completion. thereof 139. ,Supplementary_ Conditions —The part of the Contract Documents which amends or supplements these Gerreml Co nditiom 1.41). Supplier —A manufacturer, fadkicator,: supplier, distributor. materialman or vendor having a direct conva& with' CONTRACTOR or with any Subturitructor to fiirnish.materials or equipmet to be aniurporaled -.in the Work by CONTRACTOR or any'Suticoraractor. 1.41: awergiviord- Tacawer-AII Pipcliries, conduits, ducts,, cables, "wires, manholes, vaults, lank;, turthels or other such facilities ocatutchinents, and any cri a_senicats ocintaini ng such facilities which have been itnswiled underground-io,fumish any of the following scr iicec or No Text materials: electricity, gagm. steam, liquid petroleum products, telephone, or other communicaiions, cabli telcviisicin sewage and dra4lage remonL. thiffic. or other coinrol systems or water.' 1,42: Vrof Price lVork—Work to be paid,f6r on the: basis of unit prices. 1.43: Work —The entire -completed constructibri or the various separately identifiable as thereof required to be furnisi" under the Contract f=mnts. Work! includes and is, t6i -result 'at jieifbim=* or 'IlCnn"g lub6r and ftirmishing and mroTora materials hd - ting materia a equipment into die construction performing or famishing services and finishing documents, all as. required by the Cciitmct: DoctimcnLc 1.44: iM6& Change Directive —A. written directive to CONTR,i=R, issued. on or after the Effecilive Lime of the Agreement and signed by OWNER and rccoinmeiidccl by ENGINEER ankriha an addition, deletion or rev isiOn in the Work; or responding, to differing or unforeseen physical conditions under which the Work is to be performed- as rcovided in partigniph 4,? or 4.3 or to emagcncies under paragraph 6.2.4. A Work Change Directive will not changc the Contract Nee or the Coiaract :times, but is 'evidence that flic particWcoop.�ccr. that the . change dirt ctcd or ductimented. by a, Work Change: Directive will be Incorporated in ri subsequently issued Change order following negotiations by the parties as to its effect, if any, an.the Contract Price or Contract Times as provided in rzh#ftph IQ 1.45. Written Am&?t&wW_-A written amendment of the contract I)ocumcnLs, signed by OWNER and CONTRACTOR on or after the Effective .Date of the Agreement and normally dcaling,with the nonenjinecNrfg or nontechnical rather, than: strictly construction-related aspectsaspectsof the contract bthan:ocuments,. ARTicLE2—PkEiLNaNARYN1ATrERs Difivery bfBbn& :1 1 - - When CONTRACTOR'. delivers. the executed Agreements Jo OWNIFI;, CONTRACTOR, shall also deliver to OWNER such BoiKis asCONITRACTOR. tiny be 'required to furnish N accirrSLirhee with tiarag-Aph 5: 1. Copies ofDocuTenfx; i-1OWNER shall rumish to CONTRACTOR up to ten Rs (uniess dtherwise.specified in the Supplementary ridilions) of the. Documents;as are reasonably necessary f6r.thc mm�lricn of the Work Additional copies will be furnished. upon request, at the cast ofrepiodudion. Conintenceirrent of Contrbct Times; Notice 16 Proceed 13. The Contract Times will commence to run on the thirtieth day after the Effective Dati.cif the Agreement, or, W/ CITY OFFORT coLLi NzmobuicAnoNs (Riiv,w000) if a Notice to Proceed -is given. on the day indicated_ in the Notice1a Proceed. ANotice to Proceed maybe givien'at any time within thirty days after the Effective Date of the -,v � Agreement. ZI-Mgmitteet, Tim eeratae of-134'e, opening-or6daY-afkr-6"fIktiYeNte pening-or- irtie -2-4. CONTRACTOR shall start to perform the Work cWthi date when the doiiiacl to run,. but �no Work shall he done it the site prior to the date on witich the Coqitract T i6cs commence to nia -Before ,SYarring Consrructian: 2-5. before undertaking each part of the Work, CONTRACTOR "it carclidly study and compme the Contract Docm lerits ;and chick arid verify pertinent figures shown therew and all applicable field measurements- COMACTOP "I promptly report in writing to ENGINEER any conflict =or, ambiguity,or discrepancy. which CONTRACTOR, may, discover 9M shall -ahtain R written intprrretation,or clarifi.cati'm From ENGINEER hefbrc proceeding with',an( Work affcctZd thcrehy,. howda, CONTRACTOR shill not he'liable to OWNER or ENGINEER for failure torepumurry conflict, error: ambiguiiy or: discrepancy is the Coniract DocumcnK unless CONTRAcralz knew or reasonably should have known thereof, '2.6. Within tern days after the Effective' Date oNhe Agreement (unless otherwise specMid in the' General Requirements), CONTRACTOR. shall submit to ENGINEER for review; 2.6,L a preliminary progress schedule indicating the times (numbers ofdays-or datei) f&,startinS:and oompictitj the various stages of the Work, it'iOuding ary \,ElLstones specified in the Contract Docurnent - 162. a preliminary sawale of Shop Drawing and Sample submittals which will list each required submittal and the times forsubmitting, reviewing and processing s-iijeh suhtniW, 16.2.1- In no case will a whed6le be acceptable, which allows less than 21• calendar days for each review by Enaineer- i&.3. A preliminary schedule of values fdr-all or the Work which will include'quardities soul 'pric ' t:i� of items aggregating the Comract Price and will subdivide the Work into component parts1ri'sufficient detail to save as Uw basis for progrem, Payments during cons"cu . on. Such prices will include'' "An appropriiae amount of overhead and profit applicable uj each item of Work. 17. Bef6re any Work at the site is started, COVI'RAUIOR �F "I eaeh deliver to the e"ff.,M LLrh '�pes� to gh Addiiierial insiwe 'al. ema� Aditi� ENGINEER certificat- ,of (sand other evidence of atstimme- wkis teau8: , r- - Ay H;I44iPF1HrI 41skffOd FEW which re tot, par }use and maimiin m' aaartance with PIVcOnstraction Colfefence., 18. Within'twenty. 6y ' s after the Contract Times Mart to run, but re befoany Work at the site is started. 2 ec rcranee.. , kended-by CONTRACTOR. ENGINEER and others as appropriate will be held to establish it working understanding among the parlim as to the Work and to discuss ithe ichidules . referred .to im paragraph 2.6, Mures fiir handling Shop Drawings and other tlials Prucessing APPIiications for 'Payment and maintairnrij required records. InitiagpAccipiahl? &hedulm 2.9,. Un-[= otherwise pmyidad in the be held to review For 2CceptabilityAo EING b,]O%V the schtffilcs.' submitted in CONTRAUI-OK shall have an additional ten days to male correctiam and iidjustmems and to oarnplete, and resubmit the schedules No progress payinent. shall be made to CONTRACTOR itritil the schedules are submitted to and acceptable to MOINEER as provided. belcm The progress schedule will'be acceptable to FNOTNFER as providingan orderly progression of the - Work to Wi completion Lhiii any spz6fied MilesLunet; and the Cortrmci,T imes, but such acceptance will wither impose on ENGINEER responsibility (cir the sequencing scheduling or progress or thi Work nor interfere urith or relieve CONTRACTOR firom CONTRACTOR's Mi. responsibility Yerefiar. CONTRACTbRi schedule of Shop Drawing and Sample submissions will be acceptable to ENGINMER'as providing a workable arrangement Im reviewing qj and, ,processing the required tred -submittals CONTR;kCTOR!s schedule or.vMdes will be Qcce*ble to ENGINE Matr6 torn and Substance. AR11CLE'3—CO;MiLCT DOCUMENTS: LNTENT; AMEINDLNG; REUSE' Intent.% 3,1. The Contract Documtmu4 comprise the - enure agreement bietween OW&M and CONTRACTOR concerning the Wbrk. The. Contract Doctunctits arc, camplementary: what is called for by one , is a . s-bikinding as if called for. by all. The Contract Documents will' be construed in accordance with the law of theplaceof,the Project. - 12. It is the intent .of the Contract Document,; to sjmc(jcNwiLALco,mxnom unp-s (iou Ewimi: wt CITY'OF PORT 00LUM _M00EPICATIONS (REV I 12CM)" desu�ibe a f4wtionally complete Prujoa (or part-thereol) to be con . structid in accordance with the Contract Docuracrits. Any WoiL.materials or equipment that may reasonably be iiiierred front,the Contract 136cuments or firorn prevailing- custom o'r'tmde usage as being required to produce the intended' result ',.611 be furnished and performed whether' or not -specifically called R*. When worth or phrases.which have a well known technical or construction indusiry of trade meaning are used to describe- Work; matey tir equipment such words or phra accordance with that �bat' he meaning. Clar9ificaliations of the Contract Documents shall all be ENGINEER as provided! in Paris raph -4 33, Reference to .9andards and S*Cifieatiaiis of Technical Stocidles, Reporting and Residvinj. Discrepancim 11L Reference to standards, srkci ftcations, manuals or-codeti of,any tcchrucal society, organization or assmmucri, or to the Laws of Wgulationsol"any goverruncriLal, authority; whether such reference be specific or by implicriiion,- shut] mean the latest imn6rd, specificittiom, manual, code or laws or-' Rcgulhtiorre in,'61'rect at. the time of opening of Bids (or, on the Effective Date of the Agreettent if there were no Bids� except as may, be otherwise spLcifiLally Stated in the COTIVUCI IDocurnitnts, 3:12. If; during the performance of the Work, coSrrkAe.,'roK diuiovers any' contlicy emr, ambiguity or discrepancy within the Contract Documents or between the, Contract Documents and any provision or any such Law or Regulation applicable to,the rierformance of the Work or of any such saaridhrd, sl�ificatio;4 manual or code or of any instruction of atry. Supplier referred to in pruagraph 6.5. CONTRACTOR shall report it, to ENGINEER in wriftli (it once, and, CONTRACTOR shall not pioceid with the Work affected therehil (except'lit, an emergency as authorized by mmgi4 6.23) unfil an amendment or supplemew to the Contract Documents has been issued by one of- the'nicthods indicated in pitragniph 33 or 3.6'. j)rtwi.de(JL however. that CCOTRi\CTOR shall not be iliable to OWNIR or ENGINELa for fAilun: to report any such conflict, error, ambiguity or discrepancy uniess CONTRACTOR knew or reasonably should have knowrithereof.' 313: Except as otherwisc-specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued W one of the methods indicated in p-a'mgmph 35 or 3-6, the pruv . mom of' the Contract Documents shall take ed' ' 'n r - I"'rig tiny ccinflit3l,endr.prib esm cy DE76 between the provisionsi of the Contract and: 3.3.3.1. the pravisions of airy such standard, s*ificaticn, mafival: code or instruction (whether or ri6usFkc&idlyirfuorpar1ited by re_lerervcc in the Contract Documents); or 3,3.3.3- .the provisions. of any such Laws or Regulations applicable. to the performance of the Work (unless' such. an urterpretutiot of the pwisicns of the Contract Docurrients Would nsult. an violation of sudtLaw or Regulation). No provision of any.such standard, specification, manual,. code ur'insCuction shall be.effective to chunge.the duties and:. responsibilities of OWNER, CONTPACTUR or ESIGL�II;E& or any of their suicontmctors, eonsultarm;, agents or employees -from those set forth in the Contract Ikxumatts, nor shall it: be cflcctivc to assign to OWNER,. FNGTNEER or any of'FNOM, FR s Corathiits, agerin or employees pray duty or authority to supervise nr direct the fumishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with'the provisions of paragraph;9.13 or any other provision of the Contract Documents. 3,4. Whenever in the Coratact Documents the terms "as ordcied"„ "as -directed", "as ,requircd% "as allowed^, "as approved" or terms of like effect or import are usedl or the adjectives "reasonable"; 'suitable". "acceptable', ",proper" or 'satisfactory" or, adjectives of Iike effect or import are used to &scribe- a requirement, dueition, review or jiii o—t of 1&GLn?EER as to the. Work; it is intended that suds requirement, direction, 'revichv or judgment will, be solely to evatitate', in genernL the completed'Wvrk for coraPlimtcz with tFia reyuvementy of and :infortnetionin'llir Contract Documents and conformance with ON .,design concept ofthe completed Project as a functioningwhole as - shown or indicitcd in the Contract Documents (urdess there is'a speiific statement pilitstirig,otherwise). The'use of ER any duty or authority supervise or. duet the S of performance of the Work or any duty of to undertake responsibility contrary tothe a of piv�'�ph 0.13 or any other provision of the - .dntendfng and Supplemenrurg,Conbad Docuinents_ 3.5. The Contract Documents may Iie amcnded to provide Ittaddiiidrts: dcletions,and revisionsinthe Work or to modifythe.-terms Hail conditions •lliereof in. one or iucre of die following.ways. -3.S.L. a.toimalWritten Ain andmerit, 3: ? a Change Order'(pursuara to paragraphlb,A). or FXlx,(3EvFRAL.GphUi,no^A;101118 (199I Eiitiri0 wl a-rY oFFORi COLLiM MODn7GflON9 JVV 120001 3.5:3: a Work. Chime Directive' (pursuant to paragraph 10:1), ,3.6. In ,acklili6n. the requircmdnls. of the Contract Documents may be supplemented and minor vatialiottis an'd devituicre; in die Work.mit audaortu in•one or more of the.foliowing ways: 3.6. L. A rield Or& (pursuant to paragraph 9.5J 3.62. CNOALiER's approval of a Shop; Draw' %or Semple (pursuant to, paragraphs 6J6-and 6:27), ter 16.3: R40124EER's written intapetation or clarification (pursunm to paragraph 9-a).. - Reuse of Documents. 3.7. CONTRACTOR, and any Subcontractor or Supplier' or other person or organization performing or furnishing, any of the Work under a. direct or indirect contract With OWNER (i) stall not have or acquire any title to or ownership rights .io any of the Drawings, Specificatioris. qr oilier documents (or copies of any thereof) prcppaarcd by or bearing jhe'. a l�of bNGINFHR. or FNGINFER's Consubtarit,:and'oo shall not reuse, any of subh'Diawings. Specificatamu, other documents or copies on e:ttCrtsions of the Project or any other project -without written eonscm of OWNER and E.NGUEER and speeiliic written verifi6tion or adaptation byENGTNEFR. ARTICLE 4-AVAILABILITY OF LANDS; SlIt3Sl1RFACE AiND PHYSICAL' CONDITIONS; REFF,RiNC.E POT.NTS. Iiwifabigo? off ands: 4,1,_, OWNER.shallfimish,asindicated intheCondnel Documents, the brads ,upon which the Work is to be perforated, rights -of --way and easementsfor uwvss theicto, and such other lands which'aredesignated for the Q%VNFR shall identify any enctaobrances or restrictions not of genendapplicatiot but specifically related to use of lands so furnished Wiih w'hi'ch CONTRACTOR Hill hale to comply. in performing the Wort:. Risemeras for permanent structures or permanent changes in-eristurg facilities will be obtained anal paid fix tiyOWSIIlR unless otherwise provided in the Contract- Documents. if CONI'RACTOk and OWNER' are, unable to agree on entitlement to or the.amount or extent of any djusmrients in the Contract Price or"the _Contract Times as a result of any delay in 0,,WNER's furnishingg these Ian ds, rights -of - way or casements, CONTRACT CONTRACTOR may make a claim thi refor. as proWdad in Atticles 11 and l'_ CONTRACTOR -shall provide for all additional lands arid access thereto that may be required, for ,lempomry, oiutiuctiwt facilities or storage of materials and equipment. df. Subsurface and Phylcul Condlfionv 4.2.1. Reports and Drawings: Merenu'is made to the Supplementary Conditions for identification of; 4.2:1,1_ Substafacv CDmh'aoirs:. Those reports of- e.�plorelioi s mtd�tests of subsurface,candiiiorts it & contiguousto the site that have been utilised •by LN- GMER it preparing the Contract Documents; and 4.2.1 2: Pip-sical Condtions, 'those drawings of physiciii c riditichs in or relating to existing surface or subsurface structures.at or contiguous to the site (exeepn tlndergrotmd Facilities) that have been - by ENGINEER in preparing the Corittsct Documents: 4,22: Limited ReHmtrr by CO3V'IR4CIt.)R-Aurh6?fzg4.- 'Pecluuccl.6niai. CONTRACTOR may rely upon the gericral'accttracy of the "tcamical dam" contained insuch reports and drawings, but such reports and drawmgs are not Curt ract i3cicurnenis. Such %ectrtical dam" is identified its, the Supplementary Conditions. Except for such reliance on such "technical data"; CONTRACTOR may not rely upon or make any claim -against OWNEK ENGINEER or any of ENGMIEF.R's Consultants with.iespect to: 2,2,1,- ,the completeness af:such reports and drawings for CONfRAC 616 jumoses,. including, but not limited to. any aspects of the• means, methods, techniques "acyuencis arid procedures_ of construction to be employed by CONTRACTOR and safety precauiiansand programs im:ident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such repoirts or shown or indictted insuch drawings. or 42?-3_ any CONTRACTOR ifitcpretirti6n of of conclusion drawn from :any '"teidmicul data or cry such data. interpretation% opinions or infonnadori. 423. Notice of Differing Subvv*e or Physical Caridiao=., if. CONTRACTOR believes that any subitfrftee or physical condition at or cmdigubus to the rite that is uncovered or revealed either: 4.2:3.1.. isof such a nature as to establish that any "technical data"on Ohieh CONTRACTOR is entitled'to rely as provided in paragraphs 4 2A and '4:2:_"s materially inuiaairale, or . 412.3.2., isof such u nature• as la require a change in the Contiaei.Ncumcntsor 4233, differs materially, from that shmvn or WDC('ENtaM CONDITIONS 1910-8 0990 MOM i. WI CITY ON FORT VOLLI S MODIFIC.471ONS IREV42060)' jndiented'in the'Cgttract Document,, or 42.3.4. is of an unusuatnaturc; and differs materially fromi conditions ordinaiily encountered ark]'getierally recognized as inherent in work of the clmrecter provided far in' the' Contract Documents. then. CONTRACTOR shall;, PMfartly immediate�' alter becoming aware thereof and befae furthv disturbing conditions affected thereby or performing any Work, in comtection therewiih (except m an emergency as Permitted by paragraph 623), notify OWNER, and ENGINEER in writing about such condition. CONTRACTOR shall not Ember disturb such condiiions of perform any Work in connection therewith (egccpt as, aforesaid) until receipt ofwritten order to do so. 4.2.4. ENGINEER'i Review: ENGI.\BHR will promptly review the pcninent.condiiians, determine the necessity of.OWNER's'obtaining additional exploration or tests with respect,thereto and advise OWNER. in writing (with a copy to CONTRACTOR) of ENGWEER's findings and conclusions, 4.2 5: Possible Comma Documents Charge: T f ENGINEER concludes that a change in the Contract Documum is required as a n suit of a condition that meets one or more of the categories in poragra0h'4,23, a Work Change Directive or a. Change- Order wilt be issuedas provided in Article tit to reflect and document the .consequences of such aiange,. 4,3.6, Potrible Price and Times .44usrnrenrs An equitable adjustment in the Contract •Price or in the Contract Times. or both• will be allowed to the extent that !the existence of such uncovered .or revealed -condition causes an increaso or decrease in CONTRACr0lei cast of,or time required forpertbrmance of the.Work; subject, however; to the following: 4.2.6.1. such condition must meet any one or more. of , the categories described in paragraphs 4':2,3;1 through' 2;3 ,, inclusive; 4 _,F.2. a change in the Contma DoCumems purstiamt to paragraph. 4.15- will rtot_f+e an automatic authorization of nor a condition precedent io entitlement to any such aduatrriem; 4 2,63. with respect to W6rk thatis paid for on a. Unit Price Basis" tiny adjustment, in Contract' Price will be subject to the. provisions of paragraphs9;10,anl1I*D9 and 4,6.4. CONTRACTORshall not be.entided to- any adjustment ih the Crntrai;CPrica cir-Times if; 4.2.6:4.1. 'CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR ;made a tinal commitment to OWNER in respect of C6nimer Price and Contract Times by the submission of a bidor becaming'b&nd under a negotiated contract_ or, 4264.i the existence of such condition could rces"bly Have been discovered -or revealed''as a result of any, .examination, iinestigation,_ exploratloft;, test or study of the site and 'contiguoius arias, required by the ' Bidding Requirements or'Contruct Documents;to be eon_ ducted by'or for CONTRACTOR pricir to CoNi TR4CTOR's •making sorb CureI .commitment; or 4.16.4-3. CONTRACTOR failed to give the'writen notice within the iimc and ,as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable. to as= on einitlemem to or as m the amount or leriph of any such equitable adjrlstment in the CUntract'Prrce or. Cmaract Times, n claim may he made therefor,as provided in Articles 11 and 12. Howevp, OWNER, ENGINEER and PN(;INF.FWs 'Cofisulmnts_ shall, not he liable, to CONTRACTOR for any claimc'cost4, torus or damages sustained,by CONTRACTOR•on'tir'in comwcuon with any 6dw,pr9ject or. ani icipatM project. 4:3.• PkWM'Contfidoms-Underground.Fac& ies: 411. Bunten or indlcawd: The information and data she n or .indicated in, the Contmcir boc rrnents with respect to c.Xisting Underground .Facilities at or contiguous to thesrte is based rm infomiaticn.'and data. fumished.to MFM, orFTIGINFF,R by the ownerof such LhndergmurO Facilities or by others. Unlessrit.Ls oth6wise expressly provided,'in the ,Supplcmcnta y Conditions: 4.3_1.1. OWNER and ENGC EER shall not be responsible for the accuracy' orcolnp[etc ness 6f any' such`informauun Ur data; and 43.1.2, The cam of all of thwfollowing will be included in the Contract Price and CONTRACTOR dial have full reslionsibility for, (i)* reviewing and checking all such mfomiaiion and data, (u) locating' all Underground Facilities shovm or indionled an -the: Contract DUCumenls,(iii) coordination of the Work. with the owners of sucli Unckrground Facilities: during coriar u:dbn: and. (iv) the safety and protection of all such Underground Facilities' ;as provided' in paragraph 6.211 .and repairing any damage thereto resulting from the Work, 4.3.2. Xot'Shoarr,or tnedicaldd•. If an Underground Facility is uncovered or`reve fled at orncontigaousto. the Ate which was not shown or indicated in the Contract Documents, COrNITRACTOR shall, prtanpdy hinedratel'after becoming aware theritof and be ore further disturbing; conditions 4affixted thereby or. lvd6mn ins any Mirk, in correction therewith (execpt in, an emergency as required: by paragraph6.23).. idrmi y the owner of such Underground Facility and ER`.00OENb?.AL CONI)1'nON519108 (t 9'Nl E(6tiou WI CITY OFfORT COLLINS MOt)alCAT10N5(Ii6V•020a(J) give written notice to that owner attd to OWNER and, ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to, which a change is r4ired in the Contract Documents to relectand document the consequences of the existence of't ie JJ lSiground Facility; If FNGI M concludes that a•dnange in the Contract'' Documents is required, a Work Charge Directive or a Change Order will be issued as pr a' ided in Article 10 to.releeS and'ducumomt such consbquenoes. During such time, comrRACTOR shall'be iesponsible'for die safety and. piaeciion of 'such 'Underground Facility: as prodded in pam"ph6.20- CONTRACTOR l may be slowed an ulaeasr in the Contract price or an extension of the Conoact Timers, or both, to the cxtcnt that they are attributable to the existence of arty Underi rotnnd Facility that was not shown or ihdieated m the Contract Documents and'that CONTRACTOR did not know of and could not remnably have been p ed tn'bc aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agreee onentitlement to or the amount or length of arty such adjustment. in Contract Trice or Contract Timm CONTRACTOR,may, make a claim, therefor as providedin Articles I I. and 12. However, OWN'F.R, F.NGINEF.R and ENC*INEF.R's Consultants shall not be liable to CONTRACTOR W any claims, cosix;,_10s3es._or damages insured or sustained by CONTRACTOR on or in' ;cormcction with any other project '.or anticipated project. Reference Points: 4.4. OWNER :shall provide engineering surveys to establish reference points for constriction w•hiih in ENGINEERS judgment are necessary to enable CONTRACTOR to, proceed with - the Work. CONTRACTOR shall' be:responstble, for laying.out the W(rk:. shall protect and preserve the established reference ,points, and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINFER wheriever any reference point. is lost or. destroyed or iequires relocation because .of nq=%. dry changes'. in grades or locations and shall' be responsible' for the accurate replaceinentor reloattion of such reference points by professionally quhHed. peisoanel. . 4.5. AsbeiYov, PCBr_, Petroleum. llaywdbus Wade nr Raegoacrive Material; 4.5.1. OWNER shall be responsible for any Asbestos, PCBs,. Petroleum, IlarErdous Waste or Radioactive Material uncovered or revealed at the site - which was not shown or indicated' in Drawings. iu Specifcations or identified in. cite' Contract Documcitls-.to be within. the scope of the Work Md which may pr *twsubstantial Clanger to seasons or property exposed thereto connection with the Work at the site, OWNER shall`notbe rop mAble for any, such materials brought to the %site lg° CONTRACTOR, Subcontractors Supplicts or anyone, else for whom •CONTRACTOR. is. responsible. ARTICLE S-BONDS'r4WINWR, tNCE'. Ppyi, rinnce,,'PuymentandOtherBonds 5.1. CON I?ACTOR.shall furnish Performance and Payment ©ands, each in an amount at least equalto the Contract Price as security for the faithful performani and payment of all CONCRAC'TORs o6ligaliorts under the 'Conimcit Duivems These Bonds slidl remiain in effect at least until Soria year after the claie: 'w}ierr fuml payment becomes due, except as provided, otherwise, by Laws or Regulations or by the Contract Documents. CO1ePl'RACTOR shall.also furnish such. -other Bwafs as are required by -the Suppleme nta'ry' Conditions. ,All Bonds shall be in the form prescribed by. the Contract Documents L%cc t as provided.othera7se by Laws or Regulatitirn and shall be e•ceculed by such surctics•.as are named in the, wrrcni' list of "Companies Hnldirn� Certificates of Authority as A�raptable Sureties on Fe_ cicr t Minds and as Acceptable Reinsuring, Companies" as published. in, Circular 57i1 (amended) by the Audit'Staft: Bureau .of Government Financial Opereooni V S;;Treesury Nee riment All Bonds signed by an, agent mu¢ be 'accompanied by'a. certified copy of such agents authority toast" - 5.2. If the surety im any Bond hutiisited by CONTRACTOR, .is declared -a banks pt or becomes -insolvent or.itslright to do busii tertninated Warty state where any Bart ofthe'Project is located or it ceases to me 'the'requirements,of paragraph 531 CONfRACfQR shall .within ten days thereafter subscittu.: another Bond and suraty,,both of which ma>n be acceptable m OIVNF,R. 53_ Licensed �Sureriex and fnmirerd; CeHif ernes of lrtsumace,•: 5.3.1. All Bonds and insurance required ,by the Cortthact'Voeunwrits tb be;purchiised and maintained by OWNER ci CONTRACTOR shall be, obtained from surety or insurance companies that are duly licensed or _authuri7,i in the jurisdiction in which the Ptojee' is located to "issue Bonds or insurance policies for the limits. and coverages sti required- Such surety and' irtnarapca coin parries shall ,also meet such additional requirements and qualifications as may he provided, in the Supplementary Conditicirm 53' CONTRACTOR shall delivei,to OWi%L1L .tvithtxnpieslo eaohaddidanal'aslaed identtil"ied in the SupplMentary.Ctincliricros� cartificafes of insurance (and other evidence oC insurance requested by. 0%W R or any. other additional 'insured) which ar revealedtttthe-set¢ &icUC OEtJtR.jL coy nx'noris is tq�it5'1u ediucni wi CITY O , FORT CO[:t.1N$ MOOtF7CA'WNS IREV A 20ee) '.COAMICTOR'v I iatilfity insurance 5A C014TRACTOR shall purchase and inHintainaich liability and other insummi is is UP17 iake for the'Work being perforated and furnished and as will provide protection from claiins set forth below which may arise out of or result from CONITRACTOR's Oerfamance, and furnishing of the Work- and CONTRACTOR's. other obligations; under the C&itruct Dbcum�ents_. whether it islo ,be ped6rmed or furnished by, CONTRACTOR. any §U to'r- orSu'p* puir., or 'bi anyone - a ='- dy " or indirectl employed by tiny,of than to perform or furnish shy, of CL Work, or by anyTe'fci Ayhqsc acts any at than may he Iiible.. 54.1. clams under workers' oompensatiom disability "fits and other similar employee benefit acts; 5.4!2:, claims for damages h.ccma.sc. of bodil injury-, occupational piddimi� or .disease, ai� lath of CONTRAGrOR's ernployees•, 5:43; claims for damages because of bodily injury, sickmvq or disease:.or'deRth of any pciton 6ihcrftn CONTRAC7()R!s emiployt;um, firy !si Iiqbili� 4"b'A'N NI -by any elhir-,06sen f6 anj� iffisom 5,4.5. claims For damagcq.athcr than to the Work itse< because of irjiuy to or d6traction of thnaible prd*tyi %.--heover, including low of -,use resulting- thifrorm, and 5.4.6. claims for damages because of bodily injury or d6ilth of toy. pers.cog- .rprope , rty dtimagi arisin; out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this,paragraph 5.4 to lea purchased and mainttuned_shall 5-4.7, with respect to insurance requiied, by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9, iticlude as additional iraiieds (subject. W, any ctist=ary exclusion in respect of ji6fesqibrial� Wbility). OWNER; ENGLNEM ENGINEERs Ccinsailtlints and any:utherpersons or entities identified in the Supplementary Cortilitiom.all of whom shall be listed as additional insureds, and include coverage fir the respective officers arid -employees of all such 5.4.8. aicIude the specifid..coveragcs-andl be, written for not less than the lim its of liability iricivided in the S'UPP lementary Conditions or required by laws ar Regulations, whichever isgreater, 5.4-9, include completed oferatioris insurance; wia'ryoFroar OOLLIN'SAiobuFtcA-noTJ3(REV .ir2000 5.4.10. :include COVIMICLURI. liability insurance covering CONTRACTOR'i indemnity abliptiom uMerpatH6ruphs6.l2.6.16tirO'6.31 Lhrough6.33; 5AI 1, contain a prov-ision or eMomementthat the coverage afforded will not be cancefle(Lmaterially changed -or renewal refused until it I&ut.thirty days! prior written notice has b06 given to,OWNER And CONT RAC'Mkand to each other iational'w'm'"d identified in the Supplementary Canditibrus, to' whom a. o;r Ificeli Zif rinsumrur has 6een 7issued'(and'6c certificates of insurance furnished by . the t(JNTRACTOR pursuant to paragraph 5.3.2 will so FTov i&); 5.4.12. remain in.effect at least tintil, final payment and at al I times thereafter whc n CUNT RACTOR ma be cannociing, mmoving or reolac! in 2c.c pr4a6w with paragraph 13: U) ; aria 5.4.13., with respect to complet6d operations insurance, nsurance, and any.. insurance coverage written. itten. on a claims -MR& hilsis, remain in effect far at, least two ycam after f=1 pa)Tncnt_(,,tndC0NTRA(:T0R ski fInni&h'MNFR! ard"eacl I i other - additibmal -irumred identified in the Supplementary Conditions towhcm a certificate or insurance has bt:en. issued evidence satisfactory to OWNER and iany such, Additional ---red of continuation of such, insurance at final payment and one year thereffter).' OWAER'.v Liability Insurance.' 5.5. - In addition -to, insurancerequiredto.be provided by CONTRACTOR under paragraph 5.4, OWNER, at 6WNER's option may purchase. arid maintain At OWNER'S e?V!W_OWNER's 64 liability, insurance as will r7plect OWNER apiftq diiiing WFL-h may,arise from operations under thi Contract Docunients. Propem, Insumnec -5-6—Unl ide"i-d*,Suppleftenatyy I� - —and—maintaut P.,hilp Ai -h -.5-te ih die 5-.6. 1 include aw entries identiCtad in the ?oe= each-of-wh6mis-deemed to and MOP hu'14 9'% Egi - -MR - -ark -ad fim— lion*S,,mi.eMO coverage-they-vmis�lisn-efld-niali�io4;-tn iwhiel BaHll�kiEllti—fs0llep9r.. . ' ... {116R ?ti3-irtelndretomes-iixuerzd-vt-lhe-rrpairor replecemeat of�ty-iasutec! pn�pert±r�;itcluilirto•btitmot Hrdeltt�eta)t 51: t?fet-97[kn}7CF-l9P&EtdRiFtaF-W B9-a�2Cd-4�•IRiYFlItiIA�•�}' prat-tdzt!-that-stteh-meteaels and -equipment -have -Been L:. e�ih_rcfcru. _u li4 tatey-b�reyuirad-�y-tha-Swppknrenmry`-(':mKlitiotrt-oF rvrrwn-u .-•.��I•ro.�.-rnu. c..�.__._1C_ 'i-.: valnrr.-co S!\%FiN99R?s �tams &A4ny-BI�K-�P73f}r1 orI lanttties :.�l J��w�r�. ��.1�._ i\,L_.. C..��I�...-M-: h..-.1:.:ons-..RZS'mch of v4i m LTVKTtlKteliti rlJ-t'il Ciilo an4i1513Ted-aPie�{iti@M!={PSafe�' shall not bq rogmsble ,tor purchasing. anY property iimliance to protect the FRACTOR Subcontiactors or .others in lFRY G,..GR-teyliesty=uc wi�tir� that other ::.1..:..- L...:....................nu �p[y�at��unw be Ghafeed to by epppqp�Wo r`{.r-nge ---- srcvcctNtxu couvrnot�stiutt�? uediimr 10 wratvot:roel�nt:unshtoo>hic.�noNsrt�'nrzauol cvmaieifiameni•ef'ihe-Wor6-pt-the-s}tr, 9L�4+t&R3liell•in wA ' hdkarrr net-sust+-0thrr rF#:�g/rCk- ega s. (—)NfRAGTQR'— S bce nunctc olfice�-dernoors�-amptopzes a+t�-ageras-fit-any-of therm: for �f-use-OF-othCF-aoreege vntinl-1-ex[ending bayatd-• clireet:-:pltysica4-loss-er-dam age -to niisitt�eut•oF:or-rastltitig-Ftvei-{tra tx�eElierpertF, whether-oFRot-irisund-ty`,ORR?&[2-meal i,l•i ^_'. loss-or-damage-to-4&-manpleted resuFb. tu>g-fivm-6rrur other insnred,pefi}-uorered QkVI- duties-partial-utili�tien--putswutnt--to law qle parepaplrl i.l+},-a{tr:r-SitE;et�lial-C-omplztian pureiianbto•patitegeph-l4S•tsr•diter;1u�4-pxytitertt >-_ ,-vro-civxc-vc-P . i�NT&#\qTG"uWMMt0M Receipt andApplioution of Irtutrance Prbceeds: 5.12. Anv*ffi - sured loss under the policies of insurance to 6 adjusted with 6q }=b�? 'r raphs; and 5 7 will be in made payable 0W`NM as fiduciary for the insI asthciintcre'sts ni-ay-uppear.'subjict to the- rc..qu, ementa of any applkablo. mortgage - and of parigripfI OWNER "III deposit in a separate s6count any money-.so;received; and -shall distribute it in accordance with such-ageement as the-partim in interest may reacK IF= other special agreement is reached thi damaged Work "I be reIpaire, or IC112aca, the moneys so received applied on avuount thereof and the Work and the cost -thereof ciNdred by an appropriate, Change Order or Written Amendment.. 5.13: OWNER as fiduciary "If have power to adjust and settle any loss .with the insurers unlim one of the parties in intacst shall object in writiN within fifteen -days after the occurrence orloss to OWNER's exrmi4 of this powert If such Mjection Ix nI OWNER as Fiduciary dell make !ettiefficird with the insurers in accordance with such agTe.&nc.nt asthe parties in interest nnay.rtachIf'no such agreement among the. parties in - interest is readied, OWNER�rrs fiduciary I asettle the' losis- with the.adjust IU Ind :FItIAP h-, , 7 inter 'cceptance ofHonik and Insumned, Qpdo�n to Replace: 5,14, OWNER has any-objectiah to the cdvcragc,aMmdcd by or other Drovisinns,of the. Bands -of Insurance recuired to be by, the 3 — I—, . _rthe 'III with Article i -I Contract Documents. the tn' the Purtiai Uddzadan-Praperry Insunwee: 'If OWNER Ends it necessary to occupy or use a Penton or portions of the We* 6 I prior to Sub ex,vC(IENMR L,COmxT16;-8 ioltK 0990 E(itim) W/ a N OF FORT COLLIM MOUIFIG1710N3 (REV V2000) Completion of all the -Work ,suci use or oociipmey may be accomplished in accordance with rAnigraphI4,1Q. po I rovided that no such use or occuper!cy."U'commende before the'imurers.providing the prtiper ,,insurance have acknowledged notice thereof and in writing effected Iiny chiin$es M, 'c&emge n&:essitated thereby: The inkiiers providing the property it s ncc. shall consent by endorsement on the,policy or policies, but, the,propcty insurance "I not be cancelled or permitted to pse on UC&MTA of any suzh partial useor occupancy; jwnca; "cliqmAtTows, RESPONSMILITIES ,Sr penision iindSWietintemdance. ,6-1- cowizAcroiz "il supervise, inspect and direct the Work competently and efficiently, devoting such attention thereI arid'applying. such skills and C*rtisc -as� nuly, be: necessary to perform the Work in accordance with the CoI Documents, CONFrRACTORAhall hrstely rcs:ponsililc 6 the meant, methI techriiqiics; sequenI and' procI "of, oonvtructron.�but CONTRACTOR shall not be responsible For the negligence or others in the design or specification of it specific nicarm nI technique, sequence or procedure of construction which is shd%vn drindicaled in and expressly re(juired. by the Contract Documents, CONTRACTOR shall be responsible tosee that the completed! Work complies accurately with the Contract Mcumcnts 6.2. CONTRACTOR shall keep on the Work at all fiffics during, its p(bgress, 4 6ornpetent resident superintendent. who shall not -be replaced without written notice, to OWNER and E40INEB-Z except under oat ordinary circumstances., The superintendent will'be CONTRACTOWs representative at the site and shall We authority to act on behalf of CONTRACTOR All communications to thesuperintendent shall be is binding- as ifgiven to CONTRACTOP, Labon HJiterials gird Equipment 613. CONTRACTOR shrill provide competent; suitably cluslified personnel to survey, lay •oat And coristruct the Work as required by the c6ittract Documents, - CONTRACTOR shall at all times maintain gow Lfisuthre, and order,at,Lhe site. Except us otherwise requiredordhe safety or protection of persons.or- III -Work or property at the- site or adjacent thereta., iIihd except as otherwise, indicated in the Cciaract 136currI all Work at the;sitc shall -be- performed during regular working hours arxi CONTRACTOR will not permit overtime work- ortee performance of Workcn Saturday,, Sumlay or arty IcI holiday without OWKERs _wfitterr consent itiven.after priciE written notice to ENGINEER 6A'. Unless . otherwise -specified in the General: Requirements;. CONTRACTOR shalPfurnish and assume full nzspatdbihty for aU materials, equipment labor, transportation, wrstiuction equipment and machinery, tools, appfiances, fuel power, held: heat telephone; water - sanitary facilities tern facilwary tacilities and ,all other facilities andincidentals necessary' for the furnishing; performance, testing, start-up and completion of the Work. 6A:1. Purchasutu 'Restrictions. CONTRACTOk must comply with,Lhe Cety's phirchasinn restrictions' A copy of the resolutions are available for review in the offices of the Purchasing and Risk Ivlannstement Division or the'City Clerles office. 6.42 Cement -Restrictions: City of Fort Collins Resolution91-121 requires that suppliers and producers of cement or products containing cemem to certify that the cement was not made in cement,kilns that bum hazardous waste as a Riot 63. All materials and equipment shall be of goat. quality, arrd new, except as otherwise provided in the Cmiract Documents, All',warranties .and rantees% specifically -called for by the Specifientions shall e`xprea:sly runtothebenefttofOWNER, ifrequiredbyFNGT1`EET, CON'l'RACI.OR eftail famish satisfactory evidence (including reports of required tests) as to the kind and quality of materialsand equipment. All' materials and e w cnt shall be applied,- installed. connected, crccted, used, cleaned and conditioned. in accordance with instructions oftheappficable Supplier, except as othcrwise provided in the Ccntmct Documents. ProgrewSehedule: 6A.- CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may bit adjusted fiom time lo_time as provided below: 6.6,1. CONTRACTOR shrill submit to LNGIN[BER for acceptance (to, the extent indicated in paragraph2.9) proposed adjustmeras in the progress .schedule that will not charge die Contract Times (a Milestones). Such adjustments.wil] conform generally to the progress schedule then in effect and additionally will' comply with any, provisions of the Generai- Requ rernents applicable thereto. 6.6,2. Proposed adjustments in,the, progress sehedi le. that will charge the'Contract Times (or Mtlesttmes). !shad be submitted in accordar ce with the requrrrments' of panrymaph 12.1, Such adjustments .may only be: made by a Charge Order or' Written Amendment in .accordance with Article 12. &T Subsidutes and;"Or•Equhl." Itarrk 6,7.1.. Whomever an ihao oCmaleiial or equiPtuenl is. specified nr daxiibed 'in the Coritraet' Documents by, using the name,of a prtiprietary item or. the name of a: Itartrcular Supplier the speafieation or desatption.is mterided toestablish the'typc, function :and' goafity required: Unless the s♦+eci6cation or descriprion EKVCCENMAL CONt)rItOM 010-8,999V Edilion) 17. terQ'fYOF FOR7(1]tt.IhS MOb7MC.{'ttONS[REV .i2aW)' contains'or is followed by words reading that no like, equivalent tic "orvequal" jitem or no substitution is pennificd,_otnrr items of. material or, equipment a material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. 19r-btpidl'S If in ENGINEERS sole discretion an Beni of .material a equipment proposed by C'ONTRACTUR. is furtctrohalty ecivat to tkatnamed and sufficiently similar so that no change in related War)` tvillbe required, it may be considered by ENGUNSER•as an "or -equal" ,item, in which case review and approval. of'thc proposeditem. may:. in FMINERR's' tole &-erction, be .accomplished without compliance with some or all of the requ rnmerds. for acceptance of proposed sUbstittdc items. 6:7.13. Srrbstimrr lterni If in ENGINEER•s,sole, discretion an item .of material or equippment piopo:v,d by CONTRACTOR does not qualify as an "dr-equal" .item under subparagraph 6;7.1.l„it will be considered a proposed substitute item. CONfR 1C 1'Oft shell submit suf iciept information as provided below, to aliow ENGINEER todeterm ine that theitemof material or equipment proposed is essentially equivalent to that named and an acceplable.substituie. therefor. The procedtue for review by the EN()L�TL6R will include the following as sup[+Icmented in the GeneralRequiranems and as h"NGINEER may dccide is appropriate under the circumstances Requestsfor review of proposed substitute items of material or equipment will not be accepted by F.NCriNF.F.R troth anyone. other than CONTRACTOR. If CONTRACTOR wishes to' furnish or use a substitute item of material or equipment .CONTRACTOR shall first. make thereof; certifying -that the propoised subiiituie will perf&TA adequately the hiiiitions and achieve the results called for by the general desitm be similar to substance to that specificd.and be suited to the same use as that specifiM. The application will state the extent. if any, to which_' the evaluation and acceptance of the proposed substitute will prejudice 'CONfRACTOR•s achievement of Subsumnal' Completion on time; whetha or, not aoceptaruc of the substitute for use in the. Work will require a change. in any of the Contract Ooduments. (or in ,the provisions of any titter fired contract with OWNER for work on tfie Project) to, adapt die design to the proposed substitute and whether or not incorporation or use of the substitute in. connection with the. Work is saibjeet to payment of any license fee or royalty. All variations ot.the proposed substitute from. that .specified will be idertlified in the application and available mainteitanu6. -repair and replacement service will be" i ulicateLL' The, appfitattion will also contain en itemized estimate of all casts or credits that will result directly a indirectly front acceptance ofsuch substitute, including costs of rccl(sigwand claims of other emitractors affected PIER CAP DETAIL TOPyIEW NJi 10 SCALE STEEL ABUTMENT DETAIL l07 TO WALE WEATA—THERING STEEL PROTECTING PLATE DETAIL rGT TO XLLE General Notes: r......L ... .,.rz r, r Rw u rorno lO.R, near®u ..—ATiK• 'ter•^ MYAA.1 PIER CAP DETAIL SIDE vIEW W TO TO. STIFFENER PLATE DETAIL NOT TO ECALE LELAT III SCUE WLE SiMB^L MMITY DE9YN CAPKITY ULTIMATE CAPACITY 10 TORQUE BATTER AA6LE PIER CAP CPNECTIOl Lu MW LE1G4 MW.WGR WMPEq{IES Qu .Yfrir .—IT, rr TPA O R R. rui .. r. 11 OR OTE9 Y MIN. LENGTA . FINISHED GRADE TO ZIPPER COTTIW' BLADE ,,NI. OF SO, OF PIE" TO BE OELBERED By GECIECIWCAL ErGMEER LAXI WSTALLATI I.,ALLATV TORQUE EAALL BE K JTORED TWIR005LOUT HELW PIER ADVAVCEi1ENT. ALL HELIX PER FOWDATIOIS S L BE AOVAT CID WTIL IHE WSTALLATUN TORT MEETS OR E.CEEDS THAT W "CORTESPONDS TO TILE REC I,VEO ALLOLABLE LOAD TEES F9 . 20. SEE GENERAL lOTES FOR r'CFE tFOR1ATI04 �mss ®ss miss ®®as ®ss� �®gym �mss ®ems ®®ss ®ss® mu =.ayr es.ur a �' w�. i ga.vepvwu.w u rrv,.r' iwu, eu. yru®,qcn oar spM�• r .,a n.,mwY aewrw u.r 4w�nv rar..rwc..1'. w. 1MW .�,r.xi �r:—�.r..rrunums._Cw..a.urmr •)r �.vu�rr rgaurwwai. v. ure A. fWtOo rAl �aimY.�up^h'.'u wraP.we a� qN.. +.......r: . A__ Wd Wup �daa� ..vu..v�_,A,rv4... AA_AAc�{.ur..,a YK ALr.v� rv;rv� by the resxihing change,all' of, which will be Dmsidere& by UNGINM' in evaluating the proposed oliosed 'substitute. ENGINEER' may require CONTPACTOR• to furnish I additional' data.about the proposed sitbstiluie. 6.7.1.3. CONTRALTORli Expense:. All data, to be provided. by CONTRACTOR ih, support of any proposed 'or -equal'.' of subifitute item will. be at. CONTRAMORIS CV015C. 6.7.2. Subilitute CwulTuelion Methods or Arwe&nes.-. If.a specific means, medr4rechnique, '21c= mce or procedure of cons1=6 on, is shown- or in :and dxpressly required by the Contract Docum=L%, CONTRACTOR may fLrmLqh or utilize I siibrAituLa means; method technique, sequence or procedure of cornmiction acceptable to.ENGINEER. WMACTOR, shall submit sufficient infurmation to allow -ENGINEER in ENGANBEWs -sale -discrefion-to, dicteri6ine'that,the substitute proposed is equivalent to that expressly called for by.the Contiact, Do&ume M-s. The procedure for mview by FMINEM will: be kimilartdthat pmvided'in qub';rsgmph'6,7.1,I 6,73. Engineef'j Eviduation.1.4 �FNQU.qEZR each proposal or paragraplt;67.1.2, sole judge of acceptability. No "or -equal.. or substitute will be orderad,'installed'or utilized without IINGINFo ER'soiwrittcn accer'Aariec ',which will be evidenced by either a Change Order or an approved Shop Drawing. ()%VNHR may require CONTRACTOR to firmish at MNTPA(,TOR*s eWrise a special perkinbance guamtee or other surety with respect to any 'or-equal"irt, substitute. ENGINEER will record. . time required by ENGINEERand ENGINEMs Consultants in evaluating substitutes proposed or submitW by CONTRACTOR pursuRiii to'6amgjaphs'6;7,l.2 and '&T2 and in making changes iri the Coritract Documents (or in the provisions of any other direct contract with OWNFR, fiar worit on the Project) occasioned thereby. Miether or not ENGINEUF� the charges of ENGINEER' and onsultaiits for. 'iyaluatirm each such §.8. Conceming Subconmfors, SWierr and othem.. 6.9.1. CONTRACTOR shall not employ, any Subcontractor; Supplier or other persol'orarpnization (including; thoseacceptable to OWNER, - and LN'CIINEERas.ittheatedirLparagraoh6:8;2),whedicr initially ur as a, substitute, again .whom OWNER or EN`GiI,M-ER_ may have wasonable objection - CONTRACTOR shall not be it rod to empl- qu'i employ may Sul;contra&u_ Supplier or other Pensori or ization to• fiortish or peduim any of the Work against whom CON'rPACTOR his objection. (19941 Ed6w) w/ aTY OFFORT COLLIN'S MODIIFICAM - . . �N(IKHV,1/2000) CONTRACTOR shall perform. not less than20 percent of the Work with its own, forces (that m without subcoriffirictimil: The 20 percent requirement shall.be understood to refer to the Workthe value of which totals not'lesi-than20-perocrit of theaContiac Price_ y-G66ditions Biddifi identify, Of certain ur-'othcr peirsors or Who are , to furnish - the or equipment) to be to the and HNcr Nimk�a OWNER. or!HNGINE writing or by failing to mi bythedate indicated for the bidding documents or WNUHNcnn JNO a0CCPEan0C ny. VVVIXtM Or FNGrrJT.ER,ofnny such Subcontractor. Supplier or other persona orgaruiation shall constitute.a waiva, of any right of OWNER, or ENGINEER. to rijact 69.1, CONTRACTOR shall befully m-sixm'bleto OW WER, and ruNG24EER for all ads and out =tons of the Subcontractors, $uMAicrs and Qdia rxwfls and organizations performing,cr furnishing any of the Work under a direct or indirect contract with CONTRACTOR - just as CONTRACTOR is responsible for CONTRACTOWs own am and omissions; Nothing in the Contract Documents shall create f6r thi'benefit .of any such Suh6ritractor. Suppliar or other person or & anizictitin . gam any vontruutual rclaUonship between OWNER or ENGMER wW*uny such Subcontractor, SuppGor or other perscar or azanization. nor Shall sit create any obligation on the. iiin of OWNER or�ING.INEER to to the payment of any moneys dirc�'arr y ZYWrSIM'miractor, Supplier in other PC,"- -OF onrani�ton except as may otherwise be reiruire d by 13 6,9.2, CONTRACTOR shall be solely resp=ible, Far scheduling and coordiiatiig, the 'Work of Sitbcontracicis. Suppliers and other persons and organizations perkTrning or fiirnisli , arty of the Wak undei a direct'or indirtict contract with CONTRACTOR- 'CONTRACTOR 5hfill require all Subcontractors, Suppliers and such otliff per: require and organizations performing or hinishing any of 'the Work to commurkate- with thc,ENGlNM through WWRACTOR. - 6.10. The divisions and sections 6f the Specificatians,and the identifications of 'any Drawings shalt not control- COMITRACTOR. in &iding the Work among suboriniraclars; & Suppliers or delineating the Work to,be p66rm6d,�y any,spearic trade;- 6.11. 401 Work performed for CONTRACTOR by a Subcoritractor or Supplicr will be pursuant to an appicipiiatc- agreement between CONTRACTOR and the Subcontiactoi or Supplier which 'sfxci5cally birids Lhc. Subccintractor or Supplier to the applicable terms and conditions of the Contract Docurncnis for the benefit of Patent J4-eesaPd!?*paftim- 6,12, CONTRACTOR shall pay all license fees and royalties and assume all cuts incident to the use in the, perfon I ance of the Work.or the incorporation in the- Work f eny. invention, design, process, product or dev'ice which is the subject of patent riots or copyrights held, by others a particular invenficnt design piocess. pioffict or device is specified' in the Contract Documents for use in die performance of the Wirt: and if to the actual knowledge of OWNTER 'or M\IGINEER its use is subject to pab2ni tights or -copyrights calling for tfie payment ofany license fee br royalty to ours; the c6su-jicc of such rights shall be disciosetl by -OWNER in'the -CmitmvDocuments. To the fullest extent picitted by Laws and Regulatims, CONTRACTOR hall indemnify and hold harmless OVVNjIX ENGINEEP, 13NGINEER's Consultants and the, officers, dirvftors, employacs, agents afi&ctfier curcitiltants of each andiny of them fr6i arising- it uiid against all C'a'MS. "t&- los=.a*l damages out of or resulting from ar3 msingenivrd'bf patent rights or ccpyti. ghts in-�'Ident t6 the use in the performance of &- Work or resulthq6 from the . uu:vrpormion in aic' W&L. of any- invention; design; process product or device-not'T.ccifted in the Contract Documents WDCOE,*JL-%L CON=OM 1919-8 (199V "6011, 14 WICITY OF rORTCOLIJ,'Z-NIC)DIMClknONSa��V4,2GOO)- Penults: 6.13.- - Unless otherwise'd dithe Supplementary CbnditiorrCONTRACTOR obtain and "pay all ccnsuuctian,pimits and iicciies. OWNER shall Ila CONTRACTOR, 'when ne6essary, in obmining such permits and'licmscs: CONTRACTOR' shall. pay all 6Vvernmental chaiges-and,inspectibn fees rvecc;ary,tbr thc,prosocuti6nofthe Work ,which are applicable.et: time urvpeningof Bids, Bids, on the R Effective DFac of the Avr6errient. CONTRACTOR' -shall pay .. a Effective of "utility . owne . is, ior connections . Jo - the e Work, mid OWNFR shall pay all charges of such utility - owners for.capitalcosts. related thereto such is plant nt investme— 6614. Laws and Reffidaliuns: 6,14;1.,CONTRACTOR , shall i vall notices mul VY , , . comFg1with all La". and Regulations applicable to, furni and performanle of the Work. Except wher" otherwise e x a pressJv required by. applicable Laws. -a - nd Regulations,' neither. OWNER nor, ENGINMER. shall be resporwbie foi monitoring cbNTkA(-rows comptia= M"ili any' Laws or Regulations. 6.14.1 If CONTRACTOR_ perform any Work knowing or having reason to ow that Jt• is wittrarY ,to Laws or Rquiations, CONTRACTOR: shall bear all claims, 60str, losses and damages caused by, arising out ofor iisulling thdrefiom;'hoWeNief, 'itshall not: be CONTPACTORs primary. responsibility to make 6crtain that die '3*.i ficad6rvi and Drawings arc in accordance with Laws ' this RegulatiorM"but th shall actrelieveCONTRACTOR - of CONI'RACTOR's obliggigns under paragraph 3.3. -2: Taxes.", 6:15. iCONITRAQTOR shalj pay all sales. 4orisurner, use and other similar taxes required to be 'Paid by 'CONTRACTOR in accordance with the Laws and Regulations of tha (.lacy of the Project which are appli6ble- durin ,g the performance of the Work. 6.15J.'OWNER iS•CXCMVE dicia Colorado State and dotal mlcs and ASW taxes on materials to .be Jinto . �eov �Said taxes shall not be -included in the Contract Price. Address: Colorado l3cpartidient bf, Revenue %rate Capital Arinm 1375 Shidiman'Street . Denver Colorado. .80261 Sales and Use Tires fur the, State of Colorado Re©onal Trarisoortation Disuicf (RTDI and Ceram Colorado -counties are collected by the State of Colorado and amincluded in rude Certifiratiorf.of Exemption. All aoalis ble: Sales and Use 'faxes.(inctuding State collected trees), on any'items.olhzrlhen construction and building materials physically incorporated into the prod xtme to be aid by CONTRACTOR and am to be mclum in apixopnate bid items U.re of Prentlsea: 6.16. CONTRACTOR. shall confine construction Nuipmaa, the storage of mateiialsind equipment anti the oopperatioris of workers to the site and land and areas itlenuGo d in and permitted by the Contract Documents,and other kind and areas. permitted,by Laws and Regulations,. riglits-of-wiy, ;permits ,and casements, :and .shall riot unreasonably encumber the premises_ with construrdori equipment or other materials or equipment. CONTRACTOR shall esstmuc: Kill respomibihty forarty' damage to any such land or'arca, or to the owner or occupant thereof or of any adjacent land or areas, resulting frond the perfomnance of the Work. Should any claim fie made- by any such owor occupant because of the perfoaf:t rmance'howner Work, CONfRACTok-shtil promptly scWc with such other party by negotiatirm or otherwise resolve the claim by arbitration or other dispute resolution ptoccodmg or at law_ CONTRACTOR shall, to the fullest crtentpesmined by Laws and Regulations indemnify and hold harmless. OWNER. ENGINEER. ENOINEER's Consuitant;and ahyoine dvcctly or indirectly ernphiygd by any of them 6om and against all clauns, casts, losses and damages arising out of or resulting from -arty claim or action, legal or equitable, brought by airy such o%iiwr or occupant against .OWNER. ENGINEER or any otter pony indemnified. hereunder to the, extent, caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work. CONTRACTOR shall ,keep the premises Gee From accumulations of waste materials rubbish and alier debris resulting tiom the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about' the .premistts as well as alltxls.apphencesr construction equipment and machinery .and' surplus materit&: CONTRACTOR'shall leave the site clean and ready for occuparay by OWNER. at. Substantial' Completion of the Work CONTRACTOR shall restore to omgiml condition all property nor designated for alteration by the Ctmtract Documents. 6.18. CONTRACTOR shad not load nor permitany. part of any structure to be loadedi iii any .meritri that will, endarjger the suucture, nor shall CONTRACTOR subject any.part or the Work or.adjaeent property to stresses or pressures.that will endarger.it. Record Docnmentc [J MCOfiNMAL',COMXIIOSi 4910$ (19W Evtitri). a9 Q'IY OFFORT COLL111-3 M0D1ITC.1110fIIS (RBV -12000) ,619, CONTRACTOR,shall maintain Lin a safe,. place at the site one record copy of'oll. Drawings, Specifications, Addenda; Written Amendments, Chmge Orders. Work' Change Dircttivea; Field Orders 'and! written .mterprotatios and cleriGiations. (issued pursuant. to paragraph 4) in gocd;order and Annotated to ihow all changes made during construction These record .documents. together: wdh: all approved Samples and a counterpart oil" all approved Shop Drawings Will be availablo to ENGINEER for reference.. Upon completion of the Work, and prior to release of final payment, these rocurd' documents, Samples aril Shop Drawings v ill be delivered to.ENGiNEER'for.OWNER: Safety mid Protection: 6,20. CONTRACTOR 411 be responsible for, initiating,, maintaining and' supervising . all safety precautions and programs, in connection with, tic Work. CONTRACTOR shall take all', necessary precautions_ for the safety'of,.mtd shall provide the necewiry protection to prevent damage, injury or'lossto: 6.20_1.:all persons on the.Worlt site ci-who may be sffccted by the Work; 6:=14 all the N'od and materials and equiprnem to .be incorporated therein, whether in storage on of off the site, Arid 6.20.3. other property at the site or adjacent thereto, including trees; shrubs;..lawns, walks pavements, roadways; structures, utilities and Underground Facilities not designated for xcmoval; relocation or replacement in the course of construction: CONTRACTOR shill comply with all applicable' Laws acid Regulations of any, publicdiodyhavingjurisdiction 'for safety of persons or property or to protect them from oiamgA injury or loss; and shall erect and maintain illnecc.wuy safe&'" for such safety .find protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utifity owners when prosecution of tie Work may affect them, and shall ono perate with them in the protectiom removal; relocation an rePlncemat of thev.propehy_ All damage, injury or hiss to, any property referred:' to in paragraphs 6.20.2 or 6.10.3 caused, directly orindirectly, in whole or in pan, by other person or organization directly pr n*ectly employed i any of them to perfaint or furnish any of the Work or anyone for'whuse acts any of them may be liable. shall be remedied by CONTRACTOR {except damage or loss attributable to the Isult of Drawings on Specifications or to the acts or omissians; of OWNM or LNGINEER or ENGNGER's Consultant oranyine employed by any of -their or anyone far'whose acts any of them may be liable, and nor attributable, directly or indirectly; in whole or in part, to the. fault or negligence of CONE RACTOR' or any SubcararAcior; Supplier or other person or orgaruinfitn directly or .indirectly employed by any of them). Cor, TRACTOR's duties and ressppooreibi lilies for the safety and protection of the Wort: shall.contirnie until such time as all'the Worst is compleled'and ENGINEER has issued a M notice to OWNER and CONCRACTOR.in accordance with paragraph 14,13 that the Work is aeaeptable (except as Udienvise ezpressiy provided in connection with Substantial Complrlton).. h�21. Safety Repreienmroe CONTRACTOR shall designate a qualified and erperienud safety- representative at the site whoseduties and respi ililities shall be the prevention of accidents and the matmaining andsupen•isirig of safety precautions and pregiams Hazard Commumication Programs_ 6,2Z CONTRACTOR .shall be responsible for ooadinating my,excfcuige of materialsaf: am sheets or other hazard cominuntc:ttibri infnnmation'required' to- tie made. available to or exchanged_ between or ainong employers at the iitc- in accordance with laws or Reguilations. Ppnergenries:. 6.23. In emergencics at%ctirg the.safety orpmrection of persons or the Work or property at, the site.or,gaccnt. thereto. CONTRACTOR, without- special' instruction or authorization Goat OWNER or ENGINF.F.R is obligated to act to -,prevent threatened damage, injury or .loss. CONTRACTOR shall give ENCHINHR prompt written notice if _CONl'RA(:fOR believes that any, significant changes in the Work or .variations from ire 'Contract Documents have been caused thereby. If ENGINEER determinca that a change in the Contract Documents is required because of the action taken by CONTMUOR.in response to such in emergency, a Work Change Directive or Change Order will tie- issued to doc mutt the consequences of such action G24. ShopDrawirtgsandSanrples 6:1_4.1. CONTRACTOR shall subunit Shop Drawings to I NGIN13M for review and approval to accordance Kith the accept6d,schedule of Shop Drawings and Sample submittals (see parngraph29). Alf sutiminals will be identified is ENGILNT=— may, require and in the number of copies' specified at the General' Requvements, The data shown on the Shop Drawings will be complete with respect to quantities,, dimensions, specified performance and design criteria. msterisk and similar data to show ENGINER the mailer ails outs eyu pmem CONTRACTOR pro--posestu provide -mid to enable ENGINEiR to review the mformittion for the limited'. purposes imptirel b5- .paungmph 6.26, 6 24.2: CONTRACTOR shall also submit Samples to ENGINEER for review and. approval' in accordance with said accepted schedule' of Shop Drawings.and Semple submittals. Each Sample will be iderailied cleruly its to matey al Supplier. penir _m data -such as catalog, numbers and the use for which intended and otherwise as ENGINEER may require io enable hvIGWEER. to review the submittal for the limited WCDC dh'NVLNL COMB-noxi 6i x(1090"60"l. if wr CITY OU CQRT wLijrz _,aooiCAT1oNJ (MI •ir1000)' purpo* regtiiied by paragraph 6,26. The numbers of each Sample to be submittedwll,he,as specified in the -Specifications. 6.25, &b.miaal Procedures, 6.35.1. Before submitting each 'Shop Drawing or. Sam le, CONl'1LICTOR shall' Crave determined and vcr�ed; 6.25..1,1. all fieldmeawremrnrs.- quauities, iiim lions, specifted pe'formance criteria, installation reg.turements, mweriaL% catalog numbers and similar informatiun with_ respect thereto, 6:25.1.2; alYmaterials with respect to intended use., fahrication, sfiippp(xtrtg, handling, storag$e, assembly and installation pertaining to ate performance of Work, and 6.25.1.3. all infoniittion relative to CONTR'Acrows sole responsibilitics in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incidenMhcreto, CONTRACTOR shall' Aso have. reviewed .and coordinated each Shop Drawing or Sample with ether Shop Drmvtrgs and Samples and with the. requirements of the Wark' and .the Contract Documents. 6.2p.2. Each submittal will hear a stamp or.spccific' written indication that CONTRACTOR has satisfied CONTRACTOR's obligations, under, thz Contract Documcnts,with'respect to CONTRACTOR's review and approval of that submittal. 6 5.3, At the, time of each submission, CONTMCTOR .Shull give ENGINU-R sf eclrc written notice of such variatiitns,'�if any, "f the Shop Drawing or Sample submitted .may have: ban the requirements ofkhc.Contma Documents, such notice tobe in_a written communication separate from the submittal; and, .in ❑dditim. shall cruise _a .specific .[rotation to be made on each Shop Drawing, and Sample submitted to ENGQ3) 6R for .review, and approval of ach such' van 60M 6.26. ENGINEER will mview end approve Shoo Drawings and'Samples inuccurdance with the schedule of Shop 'Drawings and Sample submitals acrxpted by INGQ tEFR as req rued by pamg5ap}i 3.9. ENGINEER'S review and approval.will be only to determine if the items covered by the .submittals wttk after installation or inwupurdion: a the Work ennform to the informalie- even m:the Contract Documents and be compatible with the design concept of, the cum Ictcd project as a +functioning whole as indicated by a Contract Dociunents: ENGR-TEER's review and approval will not e,acnd to means, methods, techniques, sequences or procedures of construeticl (ecept where a particular meats,. method, techitique; sequence or procedure of construction is specifically and e.xprmly called for by the Contract-D&umams) onto -safety precautions or program incidcru thereto. The review and approval cif H &Tamlc item as such evil[ not indicate a. iM in Which the item function& CONTRACTOR shall make corrections -required by ENGINEER, and shall'reffirn,the = d number of, carr"d copies:of Shop Diuwi�gs and CO3,,,=d'niw Samples tbr reiicw and approval. specific 1, shall direct attention in wrifing to revisions officr" than the correct"' called for by DJGU=- qnprqitxms;j.brn1Wds_ ' 6.27. ENMNEFR's review and approval of Sh6' =V s or Samples shall out relieve CONTkA&M cr�sibifity Ebr any' vn'n . atioii,trdm the requirements of the Con6Rct Documcis unless CONTRACTOR has in writials, called ENGINEERi attaitiuri to each; such variation at the. time of submission as required, -by paragraph. 6.25.3 .and ENGINEER has 'given written approval of each such variation by a specific '-Written notnuon thereof incor}xamtcd ih or accornparr yingthc:Shoo DrawiVe or Samble a6zirmal: nor will,nriv- anprorval,K ENGINEER relieve CC fir cosiplyin- with the 6 6,28. , Where a Shop Dmwi%,'cr,SnmpIc is required.by. the. Contract Documcnts or the schedule of ShtV Drawing .and Sample submissions accepted by ENGMFER� as required .by parvigraphI9, arty related Work perf6rmed poor to ENGIVEMi review and approval.of the pertinent suittril will be at the sole expense and'respor ibility of CONTRACTOR. confin"L?gthe Work., 6.29- CONTRACTOR shall carry on the Work and 5 the proness schedule dur" all, di adh&e t4 'S during wputes dr disagreements with.OWN M- No Work shall be delayed or postponed ikraling resolution. of any disputes or disagreements, except as permitted by paragraph 15:5 or as OWNER and CONTRACTOR may otherwise 6_06.- in "Trains. 6.3(1- CONMICTOR's Cenirir[ lVarratuy, ,and. Guarantee: 6J0:I,Cd14TR.Ar_T0K warrants arid_ guarrm* to OWNER; ENGINEER andrEN61NEER1 Consultants that all Work Will be in accordance ,with the, Contract Dociimeiits.- and " kill'" not bi' defkfive, CONTRACTOR's Muraintyr and guarantee hereunder axoludes defects or damage. caused by: 6.30.L I. abusd- modification or impsoper inaintenance-or operation by-pefslo_s,otheT than CONTRACTOR; Subcontractors'or SuppliqF or 6.30.1.2' normal wear and tcar under normal usage; 6.302 CONTIZAC.TOR's obliption,to• perform and complete the Work in accordance With the Contract Documcnis'shaft.be absolute. None ofthe following will corfistinne rm.iicceptanca of Work that Es. not in wi a ry OF FORiCOLLIM Alot-)II7r-Anoi4si]kEV-1/2biyj) uccordancewidi the Contract Documents ora release ofCONZ7RACT0IVs obligrition to.perfmn the Work in accordance with the Cordractl)ccumcnts: 6.30.2.1., observatibris by ENGINEER: 6.30.12. recommendation of unry.progress or final payment by ENGINEER, r 6.30.2.3. the issuance- of a certificate of 'Sukqintial Cortipletibit or am' ' payment, b OWNER. to coorrRACTOR code die Contract 63414; use or occupancy of the Work or any. pain n thereof by,OWNER 6.30:2.5., adccFptgncc b_y OWNER or. any failure to d�, 75o 6.30.16., any, review and approval of a Shop Drawine of Saffil5le subminal.or the issuance'of a notice 'tPacoeptability by INODiFFR. pursuant to paragraph .6,30,2J.. arvyl,inspecurn tqst,qr approval by others: or 6.30, 18, any cofr&66ri of &Peffi-ei Work by -OWNER: 6.31. To the fullest estem, Perm RciuIntiorn, CONTRACTOR shall and other consultants of each,and any, of them from and against -all clain s,.6osus, losesand darnages (including, but not limited to, ,all fees, and charges Pf'cr&ecrs, architects, huorneys andbther profesaonnls and all court or arbitration or other dispute resolution casts) caused by, arising out of cc resulting from the perfbrmance,of the Work; provided that arty such claiffi, cost, loss or damage: is "table w bodily injury, sickncss.AL�.ease or T de, a injury to or destructton.�f (other damtangible the : �V6rk itself); -iriclUdiiig the loss oC Use resulting therefrom, and (ii)-is caused in Whole or in pan by any negligent so or omission of CONTRACTOR, any Subcontractor. any Suppfier.'any, person or oTgaftizaticri direaly or iiidirectlyremploytid by any of them to *_f6rm or furnish any of the Work or -anyone for Whose acts any of ihem may be liable; regffdh--,z of whether ornor caused in put by. any ' negligence or omission of a person or entity ifideninified hereunder or, whether'liability, is imposed upon such indernitifiod party by Laws andl,Regul.ations rtigar&sis of dgligenc uine � I I .le of any such persCm Ci entity. 6.32.'fro any " all ulaims against OWNER or LNG INTER or Hny"bf theirrespective c6ristiltants, agents. officers, directors or emolci yecs by'any employee (or the a[ *eschtitiVe, of such citipl6yed)-of CMONIMRZ'�OT any - Subcontractor. any Supplier. any persop or organiza . YJ . on directly or indirectly t, ly employed by 17 any of their ;to perform or furnish: any .of the Work or anyone for whose acts any of them may he liable; the iridemnifrcaticn cliGaation under Paragraph6.31 shall not be limited in any way by.any limdatiar on the amount or type, ofdit ages. compensation or benefits payable by ar tqr CONTRACTOR or.any such Subcontractor, Supplier or other pdrsot or organization under workers' compensation acts, disability beine fa ads or other employee benefit acts. 6.33. The indemnification obligatioru of CONTRACTOR totter;paregaph"J. _shall not c.men&to the liability 6f l3NGCr EE,R oral ENGINEEWComultaras,, officers, directors,: employees or.agents caused by the professional niegligence, errors oromissions oCeny of them. Survi teal of Obligatiowns.• 6.34: All representations, indemnifications: warranties and guarantees made me requited by or giveni in accoidance with the Contract Doaimaus, as well. as all,'commumgg obligations indicated in the Contract Documents, willi survive final ,payment„ oompleritm,end' ecceptance of, the Work arid termination ci completion of theAgreenienL ARTICLE? -OTHER WORK RelaledlVork at Site: TL OWNER,may perforin other, work related to the PtojecY at the site by OWNER's own forces, or let other direct contracts therefor whichshall contain •Gcncml; Conditions sim ilar to these,, or have other work performed by utility owners, If the fact that such other -work is to be perl mbidl was hot noted in thie L ontraet Do(urn f" then: (i) written notice thereof will We givcn to CONTRACTOR prior . to startirig; any stich other work and (y) CONTRACTOR may maki a. claim therefor as piovidcd in Articles I I and 12 if CONTRACTOR believes that such performance will invclt a additional expense to CONMACIOR tit requires additional time and the parties are unable to agree as to the amount or extent thereof 7,3. CONTRACTOR shall allord each other contractor who is a party to such a direct I coriitact and each utility owner (and OWNER, it' OWNER is performing the: additional work with OWNER's m plcycm) ,proper and sate access. to the site;and a reasonable opportlutity for the imroditction and'sorage of miaerials and e9uipmem and the execution of such other work and shall properly connect .arid cwrdinate the Work with [heirs: Unless otherwise provided lit the Contract DoLuments. CONTRACTOR shall do an culdrg.'Citti%, and patching. of -.the Work ant may be required to make its several parts come.together property 'arid integrate with -such'• other work. CONTRACTOR shall not crulanger any work of, others by cutt4 excavating or otherwise altcnrg. then work and will only cut.or,alter their work with the -Will consent of ENGINEER and the others whose tvotit will be affc6ted: The duties and r' liil'tties of CONTRACfOR under this paragraph are for the benefit of such utility ott nco ii d other contractors to the extent that these are comparable EiC.DC UIENERAL CONW11 OFLS I910-8 (1990 fttiail I� wl CITY OF FORT WLLIM MODIFICAIIONS IRL•'V 02000) provisions for ,the benefit of CONTRACTOR in said. .direct contracts between OWNER and such utility -owners and other, comldctora. TK If the proper execution or results of any part of CON'pRAC'1'0 . Wcai depends upon work pertorned by others orider th s Article 7, CONTRACTOR shall inspect such other work and promptly report to ,ENO I EMk, in writingany delays, defects or deficiencies at such other workthat render it unavailable or unsuitable for the proper execution.and'results of CONTRACTOWs, Work. CONTRACTOR's failure so io tcpciq .will' constitute an acceptance of such. other work as fit and {roper for integration. with CONTRACTORs Wort: except for latena t nonepiment defects itnd'defnciencie_s in such other work, C-dare ination: 7.4. If OWNER contracts: with othersfor the perfonnaiwe of other work an' the Project at the site the ,following wil l.he set fmth,inSupplementary Conditions'., 7.4.1. theperson, firm or corporation who will have authority and responsibility for coordination of the activities-arrornt;Vv various.prime contractors will. be identified 7.4.2. the specific mattes in be covered by such authority and respitastidlity will be itemiaedrand 7.4.3: the extent of such 'authority and 'responsihilities will be provided. ' Vnlcss othrnvise provided_ in the Supplementary Conditions, 0WNER shall have rile authority arch responiibiliry in respe,-t of stteh caordirmtion, ARTICLE 8_-OWNER'S RFSTONm.rLrr.ivs: .8.1. Except as otherwise provided -in these .Gerteml Conditions, OWNER shell' issue all cortimunications to. COIiNTRACTOR throughENGLVEER. 8.2, In case of termination of the employment of ENGWEER, OWNER shall' appoim an engineer against whom-EE>NTRf.C-TOTE-makes-rtcrrceaamblre>Eyeetiorn whose status urnGer the•Contiae Documents shall'be th k of the former ENGDJEER- 83. O%VhTER shall• furriish the data required' of OWNTER under the 'Contn ict Docuncrts� prumptlyand shall make paymems to;CONTRAtTOR prmnptly^when they are due as provided in paragraphs 14.0rd 14.13. 8.4. OWNERs duties in respect of providing lands: and easanenw and p<ovidaig entgvirwcring surveys to establish, refcrenck points are set forth in paragraphs4.1 and.4.4., .Paragraph4.3 refers to OWNTER's identifying arid making' available to CONTRAC:1'OR. copiaa of reports of explorations and tests of substrface corditions at the site and drawings.of physical conditions in existing structures at or o6raiguous to the site that have been utilized I . by -ENGINEER hi preparing the Contr.act'Doc.uments: B.G. OWNER is obligated to e.vcuta Change Orders. as indicated iq p"Oph 10.4. 811 OWNERS responsibility in, respect or, certain inspections, s& I and. approval , is set lbrth "rin. liamemph 114. 91..8- In comw&i6n with OWINFRs right to stop Work or suspend' Work, sec, pare - iphs - j 3.16 - and 1.5.11 P�ragra, ph 15.2 dca EER's right, ' to terminate servic - es of CONTRACTOR undir bErtaineireumitinces. 89; 'rhc OWNER shall not supervise; direct or have Coiaol or authority over, nor •be rcspansiblc for. CGNTRACTOR's,rneam% method; techniques sequences or proecdures of construction or the safety precautiom and pr.nMms incident- thereto;W for any failure of CoNrrRACTOP, to comply with laves and Regulations applicable pplicable to -the,• fuTriishinli pr performanco of the'Work OWNER will not be rcspsiblc*W CONTRACTOR'S failure to perform or Liiiish the Work in acoordanoa4ith die Contract Documents. WNER!s-respotterliility-in-teW""f-undisabsed evibasfii% PqRS; pi - Hazar.16ya ;VRAM OF RHAceet yo MAS��Iq 6F reveiiied at ffia-s"-ts Set IbAll All, pen-Nmahle u ARTICLE' 9—INGINFER'S STATUS DURING CONSTRUCTION 0WNkR.'t !4resmtaiive: qj- ENGmEnk will Im OW NM's reywvseiitaiiGe during the construction, period. Tfie duties l and responsibilities. mid . the Innitstians of auiW,riiy of RiGMIMR as OWNERs irptrsuntatiY6 duiing constiuction are set in the C6ntract: Documents. and shall noLL bee.,daided without writtat'corgent . of OWNER 34sUF tb &te.-I 9?: ENGI,iIEER' will male vi3rt4 to the site at intervals &Mate to the various stages of construction as GER deems necessary in order .to: observe as an experienced and qualified design prqf�ssionvil the IiWess IWX*OhNaM,CO1QX710M 191" (09t)Edli4j) wt c3ry OF FORT COLLI fZt AIODHIICATIWS (REVU2000) that has been made and the quality of the various -aspects of CONITRAC TOR's executed Work, Based on information obtained.duting such visits and observations. ENGINEER will endeavor for the beftefii'of OWNER, to diiermine; 'Lin giricral- if, the Work is pro6mcling in 'a66ardan,4 with the Comrp.ct [Iocumenm FNIIQLNEER will not be requiied to make exhaditive or con, finuous oa- siio inspectidris ia checkAie quality or cluantity' of the Work. ENGINEEWs c6rts, will be directed toward providing foe OWNER a luc6tcr dtirccuf i:onfidenot that the completed Work will conform ger�,"Hy tb the, Contract E6-umaits' On the basis of such visits and ore ry' site o6seatimts, ENGINMER will keep" OW\TsR informed of the pro_orcss of the Work and will to giutrd OWNER against deft ' erhv Wdrk; 6NGINHER's visits and'.' on -site chservations are subject to all the limitations on ENGINEEWs authority and responsibility set faith in =,h 9,13, arid paxiicularh% but Without limitation or as a result of EN61NEERN-on-site visits.- or observatiomq of WwRAcrORs Work ENGINEER %iill not so *isc, direct, control or have PM authority aver or he r6sliqrksibI6 for CONTRACTOWs means, methods, techniques, sequences or procedures of construction, or the safety precautions ;and' programs incident thereto: or. for any failure of c6NrrRACI:0R to comply-, with Laws and' Reguladons applicable to the 'lofnishin g or perfi5rniance of die Work P14ed Pepreventa6e: '93. . If OWNER and, 2NGLKEER,agree, ENGINEER will ftu-niih a Resident Project'Representative' to assist E4GINEER,in providing more conilmi6us obsirvatiu6 of the Work- The responsibilities and :autharity and litnitations thereon iof any such Resident project Representative..and assistants will be as, proviclM iii paragm'hi p 9.3 and '9,13. Qen&ions of'these General! Conditions.. lf+OWNER &manatcs another representative or agent to, ruvresent the msponsibi1itiesnrid autho of such- other person, will 9.3.1. The Representative's dealings in, matters penainirrQ lo,the.cm-site wcwk wilL in general. be with ,the ENGINEER and CONTRACTOR 13uL the Representative will keep the, OWNER ppavAy advised about such matters. The RepreLen ue's dealnM with subcontractorsmill only be duough or with the full lorrowledee and nttmdvai .bC the CONTR-ACTOP, - 93:2. Duties and Responsibilities: Ikerresentativ .will: 93 2.1 Schedules: - Review the qi6=ss 19' schedule. and othei schedules prepared by the. CONTRACTOR and 'emsult. --YAth— the ENGNTEER concerning nocotabdity. 9.3.2Z Cordercrim and Mectinp - Attend mwdnit with the CONTRACTOR such as. Wonfiferenocc Mgcsl rnectirip 570=0_w: 754C.conlerences- and -prepare and gLettlate copies of minutes of inectingp 0.123. Liaison 9.3.2.3:1. Serve as. LNGINEER", liaison with CONTRACTOR wdtiza cioally thrmigN CONTRACTOR'S smierintendent,to assist the CONTRACTOR in unclastandinst the Contract Documents 93.2.12, Assi A inobtainffi-a from OWNER additional details. or.infamation; when r&ziired,- for proircr execution of the. Work., ,9,32131 Advisc the ENOINEER and CONTRACTOR of the commencement of any'. Work- requirinS *a -Shap - Drawirg I or sample submission if the'submission:hm-not approved the FNrG INFER. A:Review of W- ieaor of DgRgte Itark �lnTejtjmsMdj:cst&- 9.3. i4. 1 _ .Conduct on -site observatiarm of thi Work iit I)r6A= to assist lhg ENGREE .in determir6rg that ficcordme µrith the Contract Dommem. 9 cmparf)i' visi irg irispeMors. reoreswntin t Vub4c or -other neencies having jurisdiction -over the Project record the results' of thew inspections and report' to- the ENGINEER 9.3-2.5. Interpretation of Contract Documents. Rerort to. ENODIEEIZ when clarificatichs,and interpietations bFtheL'CojltfaLt Documents are needed -and transmit to CONTRACTOR cluriRcution and interpretation of (he Contract- Documents_as issued by.the ENOMER 9.3.2.6; b1011flc'16 Ccinsidu and evaluate CORTOMPOWN-1 sume.,morm for WI)CODUMCONI)III011,13 19104 090 Edfim): 20 vo ary or, FORT LOUJM _MMICATIONS ffLEV41200011 modification in Drawings or. SPeclflceuons and CqgLrt_'thcw recommenclatioms-to FNGINEjFR_ Accurately transmit -to. CONTRACTOR de6sions issued by -the B4GR4ELR_ 93;23Rccorcls, 9.3Z S. 1. Furnish QqGINM pqjzhiz re _ m recpireck of the ogres. of the. Work and Hof. the CONTRACTORS cc.ftja�ws_fte_VTgAss wki�dulc aAd schedule of shop- Drawing ..nnd- SaMRI submittals, 9.12-8.2, Consult with Q4GRffj% in advance- of whedu4ne maicr tars, jjspjjiions —kkrsMri 6fi—muortant Phases of the ,Work. 93.2.8:3. Draft pnd Chanae Orders Anil Wank ,e C gngs_qbtaTm tku �mg: I ton, the CQNTKNC-TO _'�g cL to -NC cd E HNEIR C�hangc Orders, AVork Directive Charstes 'and GO ordem 93 HA, immediately • to ,nrand'OWINM the occ=mm of any nuidart; 93:29. PRvmLht Requests. Review miolications for emwit COMMACTORforcmpliance ;with the urowluic for j.dicir submission and forward.with recommendation to ENGRMtR. noting barticulaily the relationship of the pg} nent_Mpested to the schedule.of_values; gwork completed and materials mid. equipment. vered :et the site'• but nw ,=o poreted in. the W 9.3.?:Ip. Cumoletion 9 .Lk,l_ Morc ENGINEERL issues Certificate of•SoWantial Completion submit. to CONTRACTOR a list of obs.Tved items -requiring axrection or completion 93? IU_ Conduct final inspection in the comp;W-of the FNGINFFE:'0W'JFR and CO,NITRACTOR .and prepare a final list of items to be corroeted'or completed. 9 3 2.10.3. 'Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concemine accents ice< 9.33. Limitation of Authority: "The Representative shall not, 9.3.3.1. -Authorize an' deviations from 'the Contract Documents. or _accent nay substitute materials or_egtlipmen unless aufhorized by'the ,0NIGINE R ' 9.3.3:2. .Fkcied_ limitstions. of",UjdlNEER'Sr nuthority as set forth in the Contract Documents. 9333: Undcrtake anymf.the responsibilities of the CONTRACTOR_ Suboontmctors. or 9QEMNcr sumrjt -en&- +it. 9.3.3:4. Advise on or issue directions.reladVe to or assume control over Im_y of t}ie mearck methods: techniques socMem:es: or p{geedures .for Mrigrtietioii ultl ss sdch is specifically called' Con in the Contract Doc ument& 9.3.35: Advise on or issue •directions reordua oc assume control over suety; orecautioris Ind oroemms in connechiais tiith'the Work: 9.13.6. Accept Shoo Drawuigs g¢ __saitre submittals from anyone •'other' than the CONTRACTOR 9.3:3.7. __ -Authorize .OWNER .to _ occucrv-= the Work in whole or in M. 9.33.8 Participate in speciali¢d field. ,or lab=4y tests or iMeUions conducted by others excel as speci6iwlly authori the ENGINEER: Cfarifrreons and lnterpietationr 9A. ENGINEER will issue with reasonable promptness such. written clarifications. cc: utterpietntigr s' of the EJCOCOb'NWLAb.COKMT1OiJ`t49M (1990Eiltiar) W1 MY OF FORT COI:I:IM, MOOIFICATION9 (REv,IROno) requirements of the Contract Documents (iti the form of Dmwogs:or otherwise) as.ENGTNEER'-may determine rrtcessary, which shall be consistent with theintent of and reasonably inferable from the Coi and Documents. Such writen clarifications -and' mtcrpretations will be binding on OWNER and CONTRACTOR. if OIVNER or, CONTRACTOR believes ,ihae a written clarification, or interpretation justifies an adjustriient in'the Contract Price or the ContriaTancs and the parties.arc unable to agrec. to the amount or e:aent thZTwE if airy OWNER or CONTRACTOR may mad e a written claim' therefor as; provided inArtidleSl orArticlo 12. Anthdrized i4dah6ns in Work 9.5, ENGINEER may authori& minor variations in the Work from the roquiremcids of the Contract Doctmrenits.which do not involve an add]]ustment in the. Contract Price or the Contract Times and are Compatible with the. d'csign •concept of the completed Project ,as a CurictiMUG while es indicated Fly the Contract Documents. These may tieatoomplished by a Field (order and will. be boding an OWNER' .and ,also on CONTRACTOR who-dtaIt Perform the Work involved promptly_ If 0WNER'Dr CONTRACTOR believes that a Field l�ni:r'justifies an adjustrtient in the C:onlract price'or the 6naact Times and.the jztrties are unable to agree as to the .amount, or. ciaem, thereof., OWNER: or CONTRACTOR may make a written claim therefor as provided in Article,( I or 12. Rejecting Defective li ork- 9.6. ENGINEER will have authority to,disappmveor reject Work_ which FNGrNEF"R believes to he ckfective, .or that M\G rR relieves will not produce n completed Irrdjca that conlic'ims to, the Cra¢raci Dmuments or that will prejudice the integity,of the design concept.of the dompleted Project,as a. functioning whole as indicated by the Contract Documents.. ENGINEER will also, have authority to re�ti ie special rispection or testir�' of the :Wok as provided in paragraph 13.9..whether.or not the Wctk is fabricated, instahed or completed. Shop. Drawings, Change Ordeh and Payments: 9.7. In cbrinwion.viith ONTO, fNEL•R"s authority as to Shop-Dm%wV and Samples, see paragraphs.614 through 6.?� 17,Cchlsn'c., 9.8 in'cnnnectiort witli LTIGINFER's authority as to Change Onkrs, see Articles lU. I1.tl id i I 99. In' Connection with RGINEER's authority as to, ApplicatjonsTorPayment. see Article 14: 'Determinatrons for Unit lWck. 9:10. ENGINEER will; determine the actual' quantities and classifications of Unit Price Work-psftmned'by' CONTRACTOR. ENGINEER will, review with CONTRAM'OR the ENGINFEdt's 'preliminary, determinations on such matters'before rendering a written decision thereon {by recommetdnfion of an Application 31 for Payment or,oth rwtse), 0.iQINII R's written derision thereon will. be .Cmal� endbinding upon. OWNER and CON 1Z.ACEOR, unless, within Itch days after the date of .anys'utdr ileasio2 either OWNER .m CONTRACTOR delivers to the other and to ENGfNEFR written notice of intention to'ar>pml from ENGiI ER's decisim and (i) an appeal frum`tW7,rNEER's decision is taken within the time limits and in accordan a with the procedures .set forth in E-Atibit GC -A, "Dispute Resolution Agreemententered into between OWNER and CONTRACTOR pursuant ,to Article 16; or (u) if na sueh_Dispute Resolutibn Agfgq neht has been en'icrecl into, a fimnal pro ceding is int.Liluied_by the appealing party in a forum of competent jurisdiction to cxacisc such rights or remedies as the appealingparty may have with respect to ENGiNF,ER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the Procedures of paragraph 9.1 L Decisinas on nLvinerW 9.11. ENGINEER will be the initials interpreter,of the requirements of the Contract Documents. and, judge of the acceptability of the Wore thereunder, Claims, disputes and other matters relating, to the aoeclxability of the Work or the iittcrprctation of the requirements of the Contract Documents 6mmining to the performance and furnishin. of the Work and claims -under Articles 11 and 121itsrO of changes in the. Contract Price or Contract Times will be referred initially to ENTGINEW in writing with a request for a formal decision in accordance with this patsigraph Written notice of each such claim, dispute orother matter will be delivered by the claimant to ENGINEER and the other, party' to the Agreement promptly (but in no event later than thirty days) after the start -of the occurrence or event giving rise thereto. and wrinen supporting,dam NvilT be submitted to ENGINEER andthe other' party within sMv days aftertlte start of such occurrence or. event unless a4bINEER allows an Additional pericl.of time Far the submission of additional or more accurate data bi support of such claim, dispute or othik -matter. The opposing ptuty shall subunit any mq xu= to ENGINEER and the claimant within thirty, days after receipt of the claitnarit's last submittal (unless F.NGCNEER allows. additional time): ENGLVEER wilt render formal decision in writingwithin thirty.disys after rieuipt of the opposing patty's suhmival, if any.. in accordance with this pamgrmph. -.ENGINEER's writtendecisionon-such claim, dispute cr,odier matter -will' be final "binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINaWs decision is taken within the time limits and in accordance with the prucYclires set faith in EXHIBIT CrCGA "Dispute Resolutiem:Agreement" , entered into between OAA'NER. anal CONTRACTOR pursuant to Article 16 or (ii) if no such Dispute'Resolutitm Agreement. has been entered intro. a written -notice of intention to appeal' from' lZNGINEE_R's .written decision - is xkbyered by, OWNER or CONTRACTOR. -to -the other tied to M)GWEER within thirty' days after the date of such tlecision and a formal proceeding isitislituted by the4ocalvig party in a forum of competent jurisdiction to eeercise such rights or remedies w the appealing forty may have with rel-ct to such claim,. dispute orother matter in accailance with applicable taws arid, Regulations within siidy days. of the date of suck' 'srCoccE;atatw. CO"NLxMM 1910-8 (199u 666M) 22 wfa'YOF FORT (ULLINSMODIFICA'tlON51kEV A2atU)' deeisiori_ artless otherwise agreed in writing by-QWNER acid CONTRACTOR- 0.12. When fu_nctioniiig as interpreter and judge under psiagraphs9.10 and 9.11; fiI�TGINEER will not stow pmttality'tabWNER or CONTRACI'()R end will not be liable in connectionwith any interpretation m, decision rendered in good faithin such capacity. The rendering of a decision by FIVGINEER o:paragraphs 9,10 or 9.11with rasped toan} unidispute or other matter(r_eceptarrvwhichhavebeenwsived ytheLonakmg or acceptance of iral payment as provided in parngiaph 14:15) will be a condition precedera to any ccercise by OWNER or CONT RACTOR of such rights or remedies is either may mherwise Have underiheContract Documents or by laws or 'Regulations in respect of any such claiin, dispute or other maurr: 9.13. Limitations ua E,VGIAEER's Aurhoriry atid nnd' RespbWrlev: - - - .. 9,13.1, Neither ENGiNEER's authority or respomibility-under this Article 9 or under any other provision of die'Contract Documents nor any decision made,by FNGINIIER in good faith either, to cserciw. or not exercise stich authority or responsibility or the undertaking =reise or performarioc of any authority or responsibility, by ENGINEER shall create,.impose or give rise to .any duty:owed by aIVGiNEER' to CONTRACTOR, any Srhontractor, any Supplier, any other p6rim or organization, or.to.mty surety for or employee or agent of any of them. 9;112: ENGINEER will not supervise;_ direct, central or have authority over or be responsible for CONTRACTOR's means, methods; techniques, scyuenc&a or procedures of construction, or the safety precautions ard,progrant"s.incident thereto, or Ter any faili re of CONTRACTOR to comply. with Laws and Regulations applicable to the ' Furnishing or parfbrmance of the Work. ENOWEER will not be responsible for CONTRACTOR'S fail re w perform or hirtash t is Work in accordance with the Contract Documents 9.113. ENGCNEER'.will not he responsible for the acts or omissions of CONTRACTOR or of anySubcontractor, any Supplier, or of any other person or orgenizAtIcn perCorrnurg or furnishing any: of the Work: 9.13.4, ENGINEER's review of the final Application for Payment and acccmipanyaig documentation and all mamtermnoe;and operating instructions, schedules, giiaomtees, Bonds and certificates of inspection, tests. and approvals and other documentation required tit be delivered by fir-agraph 14:12 will orgy be, to deiermine generally that their convent compliis with thi rirquaemeins of, and N the c=W certificates of insiNctioM. tests and' approvals that the results certified indicate compliance with. the Contract Documents. 0_13,5, The limitations, upon, authority and