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HomeMy WebLinkAboutBID - 7025 WATER FEATURE RENOVATION AT FOSSIL CREEK COMMUNITY PARKCity of F6rt Collins Purchasing Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing SPECIFICATIONS 1�, CONTRACT DOCUMENTS FOR Water Feature Renovation at Fossil Creek Community Park BID NO. 7025 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS APRIL 13, 2009 — 3:00 P.M. (OUR CLOCK) 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. 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. Rev 10/20/07 Section 00100 Page 4 damages will include but not be linked to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement' of CONTRACTOR'S de%ct' «rock. CONMAC'fOR'shall not. be allowed an extension oC the Cbntrac4 T imes (or lvlilestgnes) hecause.ot'rny delay in perfgrmanc2. of the Work attributable to the exercise by OWNER of OWNFERs rights and remedies hereunder. ARTICLE la--Pri t �1iR `iTS'TO_ 'CONTRACTOR AI) D C&4FLETION lelredale of Values. •14.1. The schedule of .values established as provided in paragraph 2:9 will serve as the base for progress paymicnm and will' be incorporated- into a form of :Application for .payment acceptable td ENNGINFEER. Prowess payments on account of Unit Price Work will be based on the number or units completed_ Application for Progrera Pawngnt• 14.2. At least twenty days before the,date established•for rch progress payment (hut• not more often than once.a .month), CONTRACTOR shall submit to ENGINEER for rcvie%,'an Application fur Payment filled out.and.signed by CO.N f RACTOR covering the Work. completed as of the •date. of the Application and accoinpnnicd by such supporting docuinontatibn as is rcquae'd by the Contract Oocumc.nis- , if payment is requested on the basis of materials and equipritent not incorporated in the Work hut, delivered and suitably .stored. at the site or ,it ;mother location agreed to in writing the Applicatidn forTayment shall also be acconipanied,bya,bdl bf sale: invoice or other documentation warninting that 0W`NER has' rtXelved die materials and equipment Gee and .clear of all Liens and evidence that •tbie materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER`- •interest.'therein. all of which will be. ,a sfactory to 0WL\rFR_ The amount of retainage with respect, to progress payments will be. as, stipulated in the Agreement. Arty funds- that are withheld by- the. OWNER shall not be subiect to substitutiZW6le''CONTRACTOR, with securities or anv arrant ements involvineaaan escrow or custodianship. By ezecutirg_jhe a" lication for payTi ment form the.CONTRACTOR e mressly: waives'his.right to the benefits of.Colorado Revised Statutes�"Section 24-91=161, etsecq. C U!\`TA4CTUR'.s R`arranty of Title' l l'._i: c_ONTR:j\C;TOR'tvarrants.and.t,uaranlees that title to .all Work, materials and equipment covered by any Application for Payment_ whether incorporated in' the Project or not, will pass to. OWNER no later than the lime of puyment tree and clear of all ,Liens, Review of.4pplieations for Progress Payment 14 4. ENGINEER will. tvrithin ten days alter receipt of each Applieation for Payment, either indicate in writing a EJC DC GE.V ERAL CONDMON5 19 t 04 t I J}t) Edit icn ) Wi C17R`01; FORT COLLINS mommeATIoNs iAEv •L^tx of recommenilation.of payment snit present the Application to (MIN ;R, or return the AppGutiion to CONTRACTOR' indicating in writing ENGNEER's reasons.for refusing to.. recommend, payment. In the latter case, CONTRACTOR. may make the necessary corrections. and resubmit the application, Ten days after presentation of the Application.for Payment, to Ot VNER with ENGC'+i FEERs recorruuendatiort the antount_regxnntended will (subject to, the provisions of the last sentence of paragraph 14.,7) become due and when clue will be trdid'by OWNER to Q6NTRACTOR 14.5. E:NGINh:FsR's .recommendation of anv payment requested in an Application for 'Payment will constitute a representation by EN(,INHER to OWNER_- hosed on l NGINEER's on -site observations of the i�ccut d Work.. as an experienced and'qualitrcddt sigt•professionaf and on 'hNGINHER's review of the application for Payment and the�accompanyingdata and'schedules, that -to, the best of NPFR's knowlciLc, information and bclieG 14;5:1_ the 'Work has progressed to- .the point indicated, 145J the quality of the Work is generally in accordance with the -Contract Dixminents (subiject to an cvaluatidn of ihc'Work as a functioning whole luiorzo or -upon Substantial ComjWtion, to the results of any subsequent tests called for in the Contract .06cuments,, to a. final detemtination of quaritities and classifications for Unit' Pricy Work -under l5aiagraph 9.10, and to any 6thcr qualifications,stated in the recommendation), and 14.53: the conditions precedent to CONTRACTORS 'being .entitled to such payment appear to liave 'bCCn fultillcd im%;Far ds it is ENGNEER's:responsibility to observe the•.Work. However; by -recommending tiny such payment GDICIT-,R'well not thereby be deern&i to have represented that; (i)exhaustive or continuous on -site inspections have been made to .check 'the quality tir the. quantity of the Work beyond the responsiliilities specifically assigned to. ENGINEER in the. Contract Documents or (iip that there may 'not be other matters pr isswas .between the potties that ibight entitle CONTRACTOR to be paid additionally by. OWNER or. entitle OININER to withhold payment to COINTRACT01 14.6. GNGiNIiER's recommendation of any payment, includingfinal payment. -shall not mean that ENGINEER is responsible for CONTRAC:TOWs means, methods. techniques, sequences or procedures of construction. -or .the silety precautions and proms incident thereto, or for any failure tif.CONTRACTOR to comply with Lads vat Regulations applicable to the famishing or performance, of Work... or for any failure. of CoNrrkAcr(?R to perform or furnish Woik. in accordance with the. Contract Doeuments. 143. ENGINEER mavrcthse.to recommendthc whole or any p,•art of.any payment it in ENGINEERS opinion. it would he incorrect .to make the .representations to ^9 OWNER referred to in lxtrngi'aplt 1415i ENGNCIER may -also refuse -to recommend anysuchpayment, or,�because of. subsequently .discovered evidenceor the results of subsequent inspections or tests, nullify any' such payment previously recommended: to such extent as may_ be necess9ryin E;NfTINf F.R`s inioit to protect OWNER from loss because:" 1417.1. the 1Voik is clefecliye of completed Work has been damaged requiring correction or, replacement. W.72 the Contract Price has been reduced by Written,Antendnient or Change tinder; I t:7.3: OWNER has been required to, correct, tb,l�gtige Wort; or C�mplcte bl?grl in accordaice with pamgniph 13A4,or 14.7A E NUI:NTS R has actual knowledge of the. occurrence -of any of the .events enumerated in pamasraphs 15.2.I.through 15.2.4-inclusive. C)WNFR may refuse to 'make payment,of thc.full' amount recommended by'ENGI!gt:;ER.beeattse 14 7;5; •claims have been. nude agaimt Q4VNFR on account of QMTI2AC MR's performance or Furnishing of chop Work, 14:7,6, Liens have been filed in connection with the Work, except nyherr C0N'TR,A(;TQR fins delivered a specific Pand-satisfactoty to -OWNFER to secure the satisfaction and discharge of such Liens, 14.7.T there are other' items entitling OWNF,R to a scr- oft against the anioitntreeomaiended, or 14.7.& OWNER, .has. actual. knowledge of the occurrence. of an}},- of the events. entamcTated in. paragraplisl4,7,1 tlu'ough t4,7_3 or.lxtragt;lldas 15:2.1 thm h 1'5 2,4'inclusivt. but OWNER, must give, CONTRACTOR immediate written notice (with .a ca)py to•ENGINTF.R) stating• the reasons for such'action and promptly trey CONTRACTOR the tmiount so withheld. or.any adjustment thereto weed R to by OWN and CONTRACTOR when CONTRACTOR corrects to OWNER's satisfaction the ,reasons for such,action. Subatinrigl Conrplt[ion: 14.5_ When CONITRACTOR.considers the entire. Work ready For its intended use CONNTRACTOR shall noiify OIVNMR and.ENG1NEER in writing that.the enure Work is substantially complete (except for items specifically Listed by C_'ONTRACTOR'as incomplete) and request that• ENGM—ER.issue a certificate of Substantial Completion. Within :a reasonable time thereafter, OWNER. C'Oi\T RACTCiR and LNOrNEER shallntakc an inspection of the Work to determine the status of completion. If ENE"NGIR. doesnot consider the Work substantially complete..ENGfNEER will notify CONTRACTOR in writinc giving the reasons therefor-, If FN(TY1,NPER EJCDC GENE CONDiTION319110-9 094 E(Iitim) 30 W/C71YOF.Putt'rCOLLINSMODIFICATIONSQtEV4/2000) considers the Work substantially complete, ENQ[NEER will prepare and'deliver to 01VL\TER.n tentative certificate of Substantial Completion whic_ h shall Ex the date of :Substantial Completion. There shall be attached to the certificate a tentative list of items. io be completed or c0recte'd before,timl payment- 0 VNER-hall have seven days after receipt of thi'tentative certificate durinu which to make. written: objection. to. ENUNEER as to any provisions. of the certificate or .attached list. Tf, :after cor> Weiing such objections. ENGINEER concludes that the Work is npG substantisll_v complete, 'GNGWO-7k will .within fourteen •days lifter .submission of the tentative .certificate to OWNER: notify (ONTR.AC'I"OR in writing; 'stating the reasons therefor. If; Ater consideration of OWNER's objections: EN(ANEHk considers the Work substantially complete, FNG Nhl fk %gill within mid :fourteen days execute :and deliver to O%VNER and CON'TRAC'FOR' a definitive certificate of Substantial Completion (with .a, revised tentative list of items to be completed or. corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after eomsideration of any objections from OWNER. At the time of delivery of the tcntativc•certificate of Substantial Completion FNOIKFI(* R will deliver to O%\V,'R. and CONTRACTOR a written recommendation as -to division of responssibilllces pending final payment between OWNER. and CbN'I RA(.TOR with re9pecr to security, operation, safety, -Maintenance, heat, utilities, insurance and warranties and guarantees; Uftless_ OWNER and 'CON agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEFR's issuing the definitive certificate oe Substantial Completion, ENGUEER's aforesaid recommendation will be binding on<AVNkR-and CON , ItACTOIZ until final paym�mt 14,9; OlV1LTt shall have: the right .to exclude CO,N`rR.AC'f(.)R from the Work after the date or Substantial Completion,. but OWNER &hall, allow CONTRACTOR reasonable access to•,complete or correct hems,onthe tentative list Partial Utilizadein: 14.10, 1•isc: by OWNER at j1V7NFR's option of any substantially completed part of the Work,,ivhich: (i) tias specifically been identified in the Contract Documents.. or (ii)OIVNER, EiNGNtt—R and ,CONTRACTOR agree constitutes a seriarately functioning, and usable part of the Work that can be, used' by OWNER' for its intended purpose without significant, interference with CONTRACTOWs performance of the. remriind&r of'the Work. ,may be accomplished prior to Substantial Completion of all the W6rk,subjcct to -the. follow,m&: 1.4_10J.OWNI ER at any time may_ ,request CONTRACTOR in writing to permit OWNER to use any such part of the' Work which 0"MR believes to be ready for its intended u'se and substantially complete,_ I f CONTRAC:I ()R agrees that such part of the Work is subsUmtWly complete, CONTRACTOR will certify to OWNER and ENI GI SEER that such part.of the, Wcirk is substantially complete and request ENULh1EER to issue a certificate of Substantial Completion for that part of the. Work. 4.C_)NTRACT(DR at.anv time may notiN QWiv`ER and ENG INTER' in writing' ftt: CONTRACTOR considers .any such hart of the Work ready for its intended use and substantially complete and request I gG[INEM. to issue a certificate of'substandal Completion for that pan of the Work, Within a reasonable time after either such. reyitest. OWNER CON -TRACTOR and, I1IGI]NE-Elk shall make, an inspection of that heart of the Work to determvtz its status of completion. if LNGhNEER does not.ccinsider.thal.part of the Work to be substantially ccimplttt,, ENG=, —R will .n6tify CMlJk and CONTRACTOR in writing gmvin6, the reasons. therefor. If,ENGfNEFR consid.ers•that part of the Work to b& substantially complete. the provisions gflxarag*r. phs 14.3. and 14.9 will apply with respect to certification of 5uhstantial Completion of that part of the Work and -the division of responsibility in respect thereof and access "thereto. 14-1t):? No occupancy orscparatc operation of part of the: Work will be a- 1omplished prior to compliance with the requirenienla of panic r►lih 5,15 in respect of property insurance. Hnhl lnspecenn: 14.11. Upon written notice fiom C QNTIta('.'r0R that the -entire Work. or an agreed Imilion thereof is complete, 0TQrNT,EZ will,mak6 A final inspection with OWNER .and CC)NTRAcw)R and will notify G'OKIRACTOR in. writing of all particulars in which this inspection reveals that the Work is incomplete or ckfgclnve. CONTRACTOR. shall immediately take such natasures as are necessary to complct :such agork or .rcmcdy such dcticiencies. 'Final'Application for Pkvntgnt: 14,13:. After CONTRACTOR. has completed all such corrections to the sa tisfaction o f EIIGIiNEER aneldclivered ut acrdnnee with the Con triicf_ coDocuments all All ititenance :and otxratuag inspections. schedules, _warantees, Bonds, certificates or other evidence of insurance required by paragraph5A, certificates of inspection, marked -up record dcx:uments (as provided in pnmgraphG.19) and other documents, CONTRACTOR may make application tax finial paymcaat following; the prciceduee for progress payments.. The final, Applkation for Payment shall be accompcaniecl (except as previously delivered) by: (i)All d umehtation called for in the Contract D&uinents, including but not limited to the .evidence of insurance re(luired by subparagraph 5_4,13. (ii� consent of the surety. it' any, to final payment. and (pi) complete and legally •effective .reluases or waivers• (satist'actory to OWi`TER) of all.Licns•arising out of of tiled in connection with the Work. :In lieu of such -releases or waivers of Liens and as approved by OWNER, CONCRLAC:TOR may furnish receipts car releasesin full .and affidavit of CONTRACTOR that: (i) the xeleases and receipts include all labor, services. material anti equipment for which a Lien could be. filed;- and (ii) all payrolls, material and equipment b&. and other indebtedness connected with the Work for which:OWNER or OWNER's property might in.any way be responsible have been paid of otherwise satisfied. I,f any Suhcontractor or Supplier fails t.i DCGEN'ERAL,C0 7L)M0NS t 1v-3 ti 9Q Edlicnt W1CITY Ot; FORT C1LLtNS 31ODIU CATIONS7REV 4 2000I to titrnish such a release or receipt in full, coi\1Tr< At,T6iz may furnish a. Bi nd ,or other collateral satisfactory to OWNER to indemnify .OWNER -against any Lien. -Releases or waivers of liens and the consent of the -surety to finalize. payment are to be submitted. on forms conf6rming to the.formatof theOMIJER'S standard ,forms bound in the Proiect manual. Final I'aynreni undAcceptunce: 14,11 If. an the basis cif-El`IG13NEER's 6I:verJation of the Work during construction. and final :inspection.. and 'ENGINI ER's review of tl e.final.Application for Payment and accompanying documentation as required ,Iy the Contract: Documents, ENGINEER, is satisfied. that the Work- has been -completed and C ONTRACTOR's. other obligations under the Contract. Documents have been fulfilled. ENGINFFR will, within ten da'vs.after receipt of the final Application for Payment. indicate in writing bNGINFER's recommendation of payment and present the- .application. to 04Wi TERfor payment. At, thesame time ENGIij'*,F.R•will also izivewritten notice to OWNER" .and COMTI:RAC MIZ. that the Work is acceptable subject to the provisions of paragraph iA.15, Cithenvise; FIVGINF:P,,R. will return the Application to (CONTRA(70R; indicating in writing the reason for refusing to recommend final payment. in which case CONITRACTOR shall naake the necc%sarycotrccdobs and resubmit the Application. Thirty, days Ater presentation to C_ WNFR of the Application" and accompanving documentation, 'in appropriate form and suhstance and NOth ENGIM.Ms recommendation and notioc of acceptability, the amount recrontmcndcd by ENGINNEER will. Become due and will he paid by ()4VN'r A to CONTRACTOR subject to Izaracraph 17_6.2 of these ' C�crtertul• C�inditioru; 14.14' If, through. no fault •of CONTRACTOR final. completion of'the Work is'sigtificantly delayed :and if ENGINEER so continias, QWNER, shaft,. upon receipt of CONTRAC•TOR's. •£anal Applicvion tor'Paynietit anal reLommrndauon of G 4GNEER, and •without terminating the Veement. make payment cif the balance due for that portion or the Work fully completed and.acceptcd. It'the rernainirr., balance, to be held by OXWFER for Word: not fully completed. or corrected is Itce than the retninage stipulated in the Agr�eenwht_ and if Bonds. hAve been rurrushed cas.requaired in pamgraph 5.1, the avrittznconsent of the surety to the payment of the balance due. for that portion of the Work. fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application fur such payment. Such payment shall be made under the terms• and conditions governing final payment, except that it shall not constitute a waiiver of claims. Waiv& of Claims: 1.1.15.. The making and.acceptance of final payment will constitute; 1,4;15;1.a waiver, of all claims by OWNER against CONTRACTOR. except: claims arising from unsettled.l.iens; from •ctz/ectnie Work appearing.after 31 favil inspection pursuant to paragraph 14,1 t, from failure -to comply with the. Contract. Documents or the. ,terms of any special guarantees speci(ieU thLr6a or. from CONMACTOR's continuing obligations under the Contact Documents: grid .14.15 2..A ,waiver of all claims by. CONITLACTVR agai writing rut OWN -ER other than those pro[=toasty made iri and still unsettled. ARTICLE 15--SUSPENSION OF 1VORK AND `CERMINK11QN 01MV1 R ,llgP Suspend'Work: 15,1,. .4 any time -and without cause. OWNER may suspend'the Work or anv portion thereof far a per6d of nat more than ninety clays 6y police in. .writing to CO\rn,ux_uroR and FNIMNEER,which .will fix the date. on. which Work. will lk: resumed. CJbN`l'RAC-T0R shall resswne the Work on the date so fixed CUNTRAC'`fUR' shall tic allmred:an adju [inept in the Contract Price or an c tension of the Contract- Times, or both directly attributable fo any such suspension if CONTR.ACTC)k makes an approver[ clam[ therefor as provided in :Articles 1.1 and 1.2. ,MVVEW ,lfigtr Terminate: 151 Upon thc. occtrrrence of any one or. more 0f the follawing,cvcnt.s: 1511, it' C(.)NTRACTOR,Ixrsistently tails to pertorm [tie Work. ih accordance with the Contract. Documents, (including, but not [united to, failure to supply sufficient skilled workers or %uitable m tterials or equilnnent or failure. to.adhere to'the progress schedule. "iblished orider (>itragm ji ? o as adjusted 'from time to. L411C pur%uant,to para_qaph, 5'E): 15.2.2. it' CONTRACTOR. disregards haws or I.egulations of any public botiv l-&tving jurisdiction:, 152 3. if CONTPQV'TOR disregards'the ariihority of ENOINEER- or 1-5 .4. if'CQNTRACTOR otherwise violates in, tiny - substantial way any provisions of the Contract - Documents,.. OWNER may, alter giving CQ\Tl`RACTGR (and the. surer,; if any) seven [lays', written notice and to the extent permitted by Laws and Regu1ali6ns,.t&n1inatg the services ofC'ONTRACTOR exclUdeCONTRAC�TOR trom the site and take 'possession. of the Work and of -all CONTR.ACTok'a tools, appliances, construction �eluipment and maehinerv,at the site and use the same to the full extent they could be used by CONTRACTOR. (without. liability to C.UN`r RAC:TOR for trespass or eoriversion)„ incorporate: in the Work all materials and egbipment.storgd at the�site or for which OWNER- has tend 6, OC:GENLF L.C:ONDITIONS'191trd3(t'}wEuirim) wl C11Y OF FORT COLLINS rvtODIFICA'rIONS (REY 4 0W) CUNTRUfiCTOR but which are storedelsewhere. and finish the XVork as CjkVNT.R may deem expedient In such case :CONTRACTOP- shall notibe entitled to receive,any further payment. until the Work is.fuushed. If the unpaid balance of the Contract Price, exceeds all claims; costs, losses and damages sustained by Ut\�t�tfik art ing out of or resulting.from completing the. Work such excesswill be paid -to CONTRACTOR 'If.such clauns. 6ibts; losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims. costs. losses and damages ineurredxby OWNER will be reviewed bj'ENr:,INEER its to their reasonableness and when- so approved by H NG W EFR incorporated in a Change Order, provided '[fiat when exercising any rights or remedies under this paragraph OWNER' shall 'nor be, required .to obtain the lowest pricrfor the Work performed. 1:53. Where C OMTRACTQR's services have been ,so terminated by 0 NI ER the termination will not atrect any rights or rcmcdics of .O�V,x11�.R; against CONTRACTOR then e.:isting or which' may thereafter accrue. Any retention, or, payment of .moneys due C0m,rR.Ar; roR by OWNER. will not release CONfRACTOt2 from liability. 15.4, Vpon� seven, day:[ written ;notice to COMMACIMR. ,and E:NGINF:ER.. OWNER, may, without cause and without prejudice to any other right or remedy of OWNER elect to tenninate the i'Weenient. Fri such case, CONfk:AC-MR. Shall be lend (without duplication of any'items): 15,43. for completed and acceptable,'Work executed in accordancc'%vith the Contract DocuncnLs. prior to the effective date of tenninationi indulding fair and re@somable suns, for overhead. and profit on such Work: 15.4,2.. for expenses sustained prior to the effective (Lite of termination 'in. pc6ormutg scrviccsand htriusfiing labor, materials or equipment as. required by the Contract Documents 'in connection .with uncompleted Work plus fan- anti reasonable sums for overhead and profit 6ri su h expenses;' 15,43_ tier All claims, costs„ losses. and damages incurred ,in' settlement ot`terninnited contract:; wttli Su, bcoritrnctors, Suppliers and others_ and 15AA, for reasonable expenses directly attributable -to termination- CONTRAGT.OR`shallmot be, paid,on account•.of loss -of anticipated profits or revenue or other economic loss arising out of or resulting frctm such.terntinatior 'C0A7TMCT0R Alan' Stop b'ork nr.Tenrrinate: 15.5. If through no act or fault of CONTRAC170R. the Work is suspended for a period of more than ninety days by OWNER or under tut .order of'court or other public authority, or ENGH-ZEER fails to act, on any Applicauen for Payment within thirty days after it is`submitted or OWN6,R fails for thirty days to payC ONFI fLr\C TOR any .Stun finally detennined.to be due_ ,then CQ3,FMACTOR mav; upon seven days' .written notice to O\VNT_R and E_VG ER,.aid provided OWNER cr ENGINTER do not remedy such suspension or failure Within .that, time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. Irn lieu of terminating the -Agreement and without prejudice to any other right or remedy, if ENGI NTER has*hiled to .act on an !application for latyment within thirty days after it is submittecL or OWNER has failed for thirty flays to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of :all such amounts due CONTRACTOR including interest t}iereun 'rhe provisions of this paragraph15S are- not intended .to'prcclude CON;fRACTO7 from iiiaking claim under .Articles i i and F2 for an increase in Contract Price or Contract 'times or otherwise for .expenses or damage direct!}, attributable to CON'rRACTOR's stopping Work as. permincd.bythis p mgnph; ,w1'icu* i(rl)I.spurE RESOLU'110N If and to the _aRtent'that. OWNER and t.'()N'l'RAC'I'C}R have agreed on the. method and procedure far resolving disputes betwaan their that may arise under this Agreement, -such dispute rc.wluti m method and "procedure, if: any, :shall he as set .forth in E.xhibii GC .a, "Dispute. tZcsalunort Agr& in ent"', to be auachccl hereto and made a part hereof If no- such agreement on the mctho& and procedure for resglvirig such disputes has been reached; .andsubject to the provisions.of paragrnphs9.10; 9;11. and 9,12.'O\U!tTM and `CQNTR\CTCtR may exercise such rights orremediesas cither.may otherwise have under the ContractDocuments.or by Laws.or..Regulntiiins.uti respect of any dispute. ARTICLE 17=INIMELLANEOUS, Giying Nfitice: 171_ \Vhenever any provision of the: Contract. Documents requires tkr..bWm' of written notice, it will be deemcd'tii tmve. been validly given if delivered in !Berson to 'the individual.or,to.a member'of the firm, or, to an.officer of 'the corporation for whom:it is intended. or if delivered at or sent'by registered or certiliedmail,,postage prepai-LL'to the last business address knownto the,giver of the:ngticn. 17.2:. C ompukttionuJ'Tinre; 17.2.1. When any, period of time'is referred to in the. Contract Documents 6y: days it will be computed to exclude the first and include the last day of such pericid: If. the last day of tiny such period falls on a Saturd;iy or, Sunday or on a da)' made a'legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation: 6JCDC�QE?N'MAL CONDr nbm i9i u-8 tt94v 6cfititnl eY ciTy Of1;OR'r COLL1NS MODI 1CATIONS (RLV •L2f)11t1) 17.221. A calendarday.of twenty-four hours measured frommidnight.to the next midnight will conslitute a day - NO#& ofC7nint 17.3, Should C N-ER.or CONTRACTOR suffer injury or damage to person or pr(*rty beadme of any error, omission Pr act of the other party or of any of the other. Fxtrtys employers,or a ents or others. for whose acts the other party is legally liable, claim it ill be- made in writing to the other party within a reasonable. time. of the first observance, of such injury Or damage.. The provtsiom of this paragraph 17.3 shall not be construed as.a substitute for or a waiver of the provisions of -any' applici lhlestatutc of limitations or repose.C:rarrulakre RurieiGes: 17:4. The, duties -and_ obligations, imposed by these General Conditions•and the rights and rd 'edies availahlc hereurider to the piirties.herdo, and. in particular but Without limitation, the warrnnties:, guarantees and obligations imposed upon C:0N:rRj-\C"r02 by raraQmphs6,13, 6..i.6, 6.30, 6..31, 632; 1 3.1, 13.12: 1314, 14.3 and 15..2 and all; of the rights and remedies availahlc to {?li_t\T .R_ and FNGrTj\EFR t1wrewtdcr, are in addition to, and are not to be, construed in any tvay. as a limitation or. any rights and remedies availahle.to any or.all of them 'wllich arc- othert4hW imposed or availitble by Laws or ReguNtions by special ,w4mrtty or guarantee or by other .provisions of the Contract Daoeuments, and the provisions of this oarag aph will be .as- ctlective as if repeated snfically in thc'Contract.Documents inconnectionwith each pz rticulnr duty; ohligation, right and remedy to which they apply. Professional Fees and t:oxrt Ctists.Ineludrrl 17 5, Whemver reterence' is made to "claims_ costs. losses and ilantagc3".;: it shall nclude in each case; but.. not be tan ited to, all tees Ind charges of engineers; architaats, .attorneys and .other professionals and. ,all- court or tirbitrationor other dispute resolution costs. 17.E The IgAwssoof theState of Colorado apply to this AereemmL :Reference"tootwo peitinrttt Colorado statutes are as follows 11.6.2. If a claim is filed; MT ER is reyuuirrd by iaw (CRS 3S-26-1071.to.withhotdfrom all IPaymentsto, CONTRACTOR sufficient funds to insure 41tc payment of all claims for labor. materials. team hire, sustenance: •Prot=isions, provender or other :supplies used or consumed by CONTRACTOR or his 31 W/(11l OF..Fo'i FCOLLINSMODIF.!CALIONS(REV-IRWAI) (This page left blank. intimtional Ip. ) EJC'Dc: C7l NERAL GON131Tt(-JNS i'1 i 11.3,(1 990 Etfitiml 35 W1 CITY 01; FORT C.Y)LLINS MODIG1CATIONS IREV -I TYJUI EJCUC; CrL•';•1k;Tt,U: G'UNUITIUNS:191 q-1i l I)w Eclitimi. 30 W/ CITY Utz,FORTOOLLINS:MODIFfCATIONSQtEv I/ -.ow) 'EXHTBIT',,GC-A to General Conditions of the Construction Contract Bet«•een OWNER and CONTRACTOR DiSPlri'E REs6urrION AGREENMYT .MFNN T_ and CONTRACTOR hereby agree that Article i(5 of the General Conditions of the Construction Convact hetween (: WNL ER and (;;0NTRAG"1'0R, is amended to include the'following agreement of the parties: L6.1. All claims,. disputes and other matters in question between OWNER. and .CUNfRt\CTOft arising out of or relating to-tho-Contract Documents. or the preach 'thereof (except for claims which have been waived by the making ,or acceptance of Final patyinent as provided by 1iaragnph 14.1:61 will be decided by arbitration in :accordance with the construction fndustry. Arbitration Rules, of the American Arbitration Association then obtaining; subject to the limitations ofthe A\ icic 16; 'Phis agreemene .so to arbiirntc and anv other agrct.•nient or -consent to arbitratc.entercd intoinaccordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law; ofany court hav i ng jurisdiction, M-1 No demand fair arbitration of anv claim,.dispute or ,other matter that. is rcgturcd to be referred to .[NGH,JT,ER initially for decision in accordancd with paragraph 9.11. will tic made until the earlier ofo) the date on which t:NG I.NFF R. has. rendered a written decision or (h) thv thirty-first• day after the. tunics have prresentcd their ev.idence.to I NGIN[XR if a written decision has,ncK been rendered by r-.NGI NF rR barcirc. that date. No dematxd •for :arbitration of any,such.clairn; dispute or other [natter will. be made later than• thirty days after the, date on which N EGTINEF.R. has rendered a written decision iri respect thereof in accordance: with paaragtaph 9.1 I; and the: failure to demand. Arbitration within said thirty. days period will result in GNC,NEI R°s. Decision Laing, final and binding upon OXV'3 r R and CONI TTR=ACTOR If. ENT .GI vTGR re.hders a decision after arbiiration proceedings have been initcae(L such decision may be entered.as evidence but will not supersede the arbitratign proceedings, oxc ept where the decision'is acceptable -to the pirtiesconcerned. No demand for arbitration of any written decision of ONGMMER renderedin. accordance with paragraph 9.10 will be made, later titan ten days after the patty making such demand has d6vered «bitten noticc:of intention to.appeal as provided in iiaraagraiph'9.10, 16.3. Notice of the demand for arbitration will be ftled.in writing with .the other party to the Agreement and with the American Arbitration Association, and A copy will 'be sent to ENCfNEER for information The derraftd for arbitration will be made within the thirty-duy or tentlav period specified in paragraph 16. as applicalile,.anil ina11 other, cases wiihin a reasonable time after the claim. dispute or.other matter in question'his arisen; and in no event shall any such-demund'be made after the date when institutionot legal or equitable pruccedirgs based on such claim, dispute or other matter in question would he hirred by the :applicable statule,of limitations. EJCDC: (JE•NERAL CONDITIONS I 3 (t )Q Edlioni whOTY OFF'ORT COLI,i N'l MOPTRCAMNS Q, FV"9)• IG.d, Except as provided in,paragraph 16.E below, no arbitration arising, put of or relitting to the .Contract. Documents shall include bv. consolidMation, joinder or in any, other manner any -other person. or entity (including. HNGIT,l E ENGWHR's Consultant and the- onagers: directors; agents, employees or consultants of any tit them) . who,is not a party to.this contract unless: 16.4,1, the inclusion of such other person or entity is, necessary if complete: relief is to be afforded among those who a te, already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question -of law or -fact which is common to those who are already parties to the arbitration and which %iill,:arisc in such prpccedings, and 16.4.3. the written consent of the other person or entity be. included' to bcludrd' and of OWNER and MINTRAC:I'OR has been obtained for such inclusion:, which consent shall make specific reference: to this, paragraph; but.6o such consentshall_ constitute. consent, to arbitration of any dispute not"specilically described in such' consent or to arbitration with any 'et not specifically identified in such consent. 16.5- Notwithstandin& paragraph 16.4. •it' a claim, dispute or other matter in question between OWNER: and CONTRACTOR involves the Work of"A Sulx°ontiact6r, either f111N1kR or CON'r.RAC'I'QR may' join such Subcontractor ns a patty to the arbitration between OWNER and CON'I'RAC TOR hbecurtdcr. CONT RAC f(7R shall include• in all subcontracts- required by paragraph 6.H a specific provision w_ hereby the, nt_s bcontractot egnsc,to being joined in an arbitration between 0WNER. and CONTRACTOR involving the Wort; of such, Subcontr`actor. Nothing, in this Paragraph 116:5 nor in the provision of 'such subcontract consenting to joinder shall create any claim, right or eause of -action in Caivor of Subcontractor and Against OWNER,. ENG al,IEER or 'J3NGLNEER's Consultirnts.that does not otherwise zzist, 16.0.. The award rendered by the arbitrators, will be filial; judgment may be oitcred upon it in, any court having jurisdiction 'thereof; and' it will not 6subject to modification ,or appeal_ 16J. OWNER and CONTRACTOR agree that they shall first •submit .tiny Arid all unsettled claims, counterclaims, disputes 'and other matters in question between them .arising outs of- or relating to the' Cact Iontrocuments or the breach the ("disputes")Ao mediation by the American Arbitration Assti:iation tinder the Construction Industry 'Mediation Rules of the American. Arbitnttion ,Association -prior' to either of them initiating, aeainst the, other •a demand for arbitration .pursuant to paragraphs l6'.I through 16.6, unless delay in initiating. arbitration would irrevocably prejudice one of'the parties: The respective thirty. and ten day time limits iirithin which to file a demand for.arbitrtttion as.provided in paragraphs 16.2 and f6:3 above shall! be suspended with respect to a dispute submitted to mediation within .those same_ applicable time limits and shall.remain suspended until ten ,days after the temiinntion of the: mediation. The mediator of any dispute submittcdtomediationunder this,Agrcement. shall not.serve as arbitrator of such dispute.unless otherwise aciecd. GGAI BJC7eVFNRPLA1.CYITII?ITICYNS19106F,.dili(m) wl LTTY OP FOkT. CULI.INS'IODITICATIONS IPXW 9/9J} SE 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 returned unopened. Bidder shall assume full responsibility. for timely delivery at the location designated for receipt of Bids. Rev 10/20/07 Section 00100 Page 5 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: G_eotechnical Engineering Report - Terracon Project No. 20005008 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: 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: Rev 10/20/07 Section 00800 Page 1 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule four (4) days lost due to abnormal weather conditions. Rev10/20/07 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: Rev10/20/07 Section 00950 Page 1 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: Net Change by Change Order $0.00 Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: AMOUNT DUE THIS APPLICATION: CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Rev 10/20/07 Section 00960 Page 1 $0.00 $0.00 $0.00 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 Section 00960 Page 2. 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 1 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This 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 Section.00960 Page 4 TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS 01000 Project Summary 01010 Summary of Work 01160 Site Conditions 01200 Measurement and Payment 01300 Coordination and Project Meetings 01310 Construction Schedule 01330 Shop Drawings, Product Data and Samples 01340 Survey Data 01400 Quality Control and Testing 01450 Materials Testing 01500 Temporary Controls 01510 Temporary Utilities 01570 Traffic Control 01600 Materials and Equipment 01700 Contract Closeout 01800 Definition of Bid Items DIVISION 2 - SITE CONSTRUCTION 02111 Site Preparation 02210 Earthwork and Grading 02230 Site Clearing 02231 Tree Protection 02235 Topsoil 02321 Trenching, Backfilling, and Compacting 02348 Geotextile Stabilization Fabric 02375 Site Rock Work 02507 PVC Plastic Pipe and Fittings 02535 Sandscape 02722 Drainage Structure and.Piping 02750 Concrete Paving 02810 Irrigation Systems 02819 Aquatic Play Equipment and Recirculation System 02877 Prefabricated Shelters 02932 Steel Fence 02950 Planting, Soil Preparation, Finish Grading 02970 Planting Maintenance DIVISION 3 - CONCRETE 03240 Fibrous Reinforcing 03300 Cast -in -Place Concrete DIVISION 7 - THERMAL AND MOISTURE PROTECTION . 07920 Joint Sealants Fossil Creek Community Park Water Feature TABLE OF CONTENTS Page 1 of 2 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 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 Rev 10/20/07 Section 00100 Page 6 DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors and Frames 08710 Door Hardware DIVISION 13 - SPECIAL CONSTRUCTION 13210 Specially Placed Concrete-Shotcrete: Artificial Rock and Sculptures DIVISION 16 — ELECTRICAL 16010 General Electrical Requirements 16051 Common Electrical Requirements 16120 Wire and Cable — 600 volt or less 16130 Raceways and Boxes 16140 Wiring Devices APPENDIX A — GEOTECHNICAL REPORT END OF SECTION Fossil Creek Community Park Water Feature TABLE OF CONTENTS Page 2 of 2 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 labor, materials and equipment necessary to perform the work items called for on the bid schedule. 1.03 City Furnished Materials A. None. 1.04 Conditions of Work A. 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. B. Regulations: The Contractor shall comply with applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention,erosion control and environmental protection. C. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends and Federal holidays, unless otherwise approved by the City. D. Material Storage: The Contractor's 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. The location of staging and material storage areas shall be approved by the Owner's representative. E. Construction Fencing: The Contractor may construct a fence around the project limits to prevent pedestrian and automotive access to the construction site, and to prohibit access to protected areas. Fence height and materials shall be approved by the Owner's Representative. Construction fences shall be maintained in good condition throughout the duration of the construction process. 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. 1. 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. 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 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. Fossil Creek Community Park Water Feature SECTION 01000 — PROJECT SUMMARY Page 1 of 3 1.06 Trash Removal A. 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. 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 dimensions and advise the City of any discrepancies prior to proceeding with that phase of the work. 1.08 Fire Hydrants A. Fire Hydrant Connections: City's or District'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 be disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will be 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 (unless approved to remain on site) including rock, gravel, sod, broken concrete, 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. 1.11 Parking A. Parking of the Contractor's vehicles shall be restricted to an area designated by the City. 1.12 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. 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. Fossil Creek Community Park Water Feature SECTION 01000 — PROJECT SUMMARY Page 2 of 3 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 debris should such deposition occur. C. Burning of material on site is prohibited. D. Stream beds, lakes, ponds, 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. 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: 1. 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 A. Contractor shall perform surveying necessary to complete the work. 1.17 Construction Superintendent A. The construction superintendent shall beat the job site anytime work is being accomplished by any of the trades. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Fossil Creek Community Park Water Feature SECTION 01000 — PROJECT SUMMARY Page 3 of 3 DIVISION 1 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL 1.01 Description of Work A. The City of Fort Collins Fossil Creek Community Park Water Feature improvements include, but are not limited to, construction/installation of the following: a spray water feature, rock wall, concrete faux wall, concrete flatwork, boulder setting, sanitary sewer line, water feature plumbing renovations, site earthwork, irrigation system and landscaping. B. Protection and Restoration. 1. Replace to equal or better conditions items removed and replaced or damaged during construction. Restore 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 agencies at least 72 hours prior to start of construction. Notify agencies of the proposed scope of work, schedule and items that would affect their daily operation. E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. Water — City of Fort Collins, Colorado 212-2900 Storm Sewer - City of Fort Collins, Colorado 212-2900 Sanitary Sewer — South Fort Collins Sanitation District, Colorado 674-3300 Electrical - City of Fort Collins, Colorado 212-2900 Gas — Xcel Energy 800-481-4700 Telephone - Qwest 800-222-0400 Roads - City of Ft. Collins, Colorado 221-6588, inspections only 221-6609 Cable Television — Comcast 800-824-4010 Utility Locates - One -call System 1-800-922-1987 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non -Emergency 221-6570/ Emergency 911 Police - City of Fort Collins Police Department Non -Emergency 221-6540 / Emergency 911 Larimer County Sheriffs Department - Non -Emergency 416-1985 Postmaster - United States Postal Service 800-275-8777 Ambulance - Poudre Valley Hospital Non -Emergency 484-1227 / Emergency 911 Public Transportation - TransFort 221-6620 Traffic Control - Traffic Engineering 221-6815 Fossil Creek Community Park Water Feature SECTION 01010 — SUMMARY OF WORK Page 1 of 2 PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Fossil Creek Community Park Water Feature SECTION 01010 — SUMMARY OF WORK Page 2 of 2 .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 representations made by 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 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 responsibility for the completeness or interpretation of such supplementary information. A. Differing Subsurface Conditions: 1. 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 Change Orders to the Contract regarding adjustments in cost or time for completion. Fossil Creek Community Park Water Feature SECTION 01160 — SITE CONDITIONS Page 1 of 3 B. Underground Utilities: 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 arrangements necessary for the protection of these utilities and services have been made by the Contractor. B. Notify 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 existing underground utilities. C. The Contractor shall protect utility poles from damage. If interference of power poles, telephone poles, guy wires, or anchors are 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 damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of 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 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, 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. 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 Fossil Creek Community Park Water Feature SECTION 01160 - SITE CONDITIONS Page 2 of 3 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 and permits 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 on the easements. 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 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. 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 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 permission will be obtained before construction is started. However, should the procurement of any easement or permission be delayed, the Contractor shall schedule and perform the work around these areas until such a time as the easement or permission has been secured. 3.05 Land Monuments A. The Contractor shall notify the Owner's Representative of existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the Contractor's 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 Fossil Creek Community Park Water Feature SECTION 01160 — SITE CONDITIONS Page 3 of 3 DIVISION 1-- SECTION 01200 - 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 for 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 materials, labor, overhead and other cost incurred to complete the construction of the item in accordance with the plans and specifications. 1.03 Unit Prices A. 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 Fossil Creek Community Park Water Feature SECTION 01200 —MEASUREMENT AND PAYMENT Page 1 of 1 J 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 shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. Rev 10/20/07 Section 00100 Page 7 DNISION1 -- --- -------- SECTION 01300 — COORDINATION AND PROJECT MEETINGS PART 1 - GENERAL 1.01 General A. In order to provide for an orderly progression of work, 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 award of the contract and prior to the issuance of the Notice to Proceed. The meeting will involve the Owner, the Engineer, the Contractor and representatives of the owners of utilities and other properties that will be directly affected by the work. Among the Contractor's representative on the site. 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 D. Meeting Minutes shall be prepared and distributed by the Contractor. 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 Fossil Creek Community Park Water Feature SECTION 01300 — COORDINATION AND PROJECT MEETINGS Page 1 of 1 .DIVISION 4 SECTION 01310 - CONSTRUCTION .SCHEDULES PART 1 - GENERAL 1.01 General A. It is the intent of the Owner to begin construction on approximately April 1, 2009. 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 June 15, 2009, 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. 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. G. 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 or suspended. Such shutdown will not be compensated by cost reimbursement or time schedule adjustment. H. 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. Fossil Creek Community Park Water Feature SECTION 01310 — CONSTRUCTION SCHEDULES Page 1 of 3 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 week. 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. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. D. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of 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. 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. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction Fossil Creek Community Park Water Feature SECTION 01310 — CONSTRUCTION SCHEDULES Page 2 of 3 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 I and 2, above. 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) PART 4 - MEASUREMENT & PAYMENT (Not Applicable) END OF SECTION Fossil Creek Community Park Water Feature SECTION 01310 — CONSTRUCTION SCHEDULES Page 3 of 3 DIVISION 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. Fossil Creek Community Park Water Feature SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Page 1 of 3 4. Submittals: Submit 2 copies of each required submittal; submit 4 copies where required for maintenance manuals plus additional coyies as needed by the Contractor for distribution. The 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 Installer's possession. b. Do not permit use of unmarked copies of Product Data in connection with construction. 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: 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. Fossil Creek Community Park Water Feature SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Page 2 of 3 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. Sample sets may be used to obtain final acceptance of the construction associated with each set. 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 Sections "Quality Control" and "Testing," and in the applicable technical specifications. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01330 Fossil Creek Community Park Water Feature SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Page 3 of 3 .DIVISION 1 SECTION 01340 - SURVEY DATA PART 1 - GENERAL 1.01 Survey Requirements A. Contractor is responsible for the layout of the Work. The City will not provide surveying. B. Base measurements, both horizontal and vertical, on established control points. Verify established control points at site prior to laying out the work. C. Perform layout of the Work with qualified personnel. 1. Stake pipes, sleeves and conduits at the following minimum locations: a. Irrigation/Utility Sleeves: Stake sleeves at end points and changes in horizontal alignment. b. Electrical Conduit: Stake conduit at end points and changes in horizontal alignment. c. Offset staking shall be for both alignment and grade. d. Contractor shall stake the piping and verify piping both for grade and alignment at each of the above locations. Keep field measurements in a field book to be turned in to Owner. Keeping of field book is a requirement for progress payment. 2. As a minimum, stake plazas, courts and pathways at grade changes, changes in horizontal alignment, and at 25 foot stations along sidewalk centerline. 3. As a minimum, stake drainage channel and swale alignments at changes in horizontal alignment, and at 25 foot stations along center of channel/swale and at the top of bank on both sides of the channel. 4. As a minimum, stake the fences at changes in horizontal alignment. 5. As a minimum, stake structures at corners and at column locations. 6. As a minimum, stake open areas/landscape areas at changes in vertical slope, and using 25 foot grid in smaller areas and at 100 foot grid in larger areas. 7. As a minimum, stake the top and bottom of berms and depressions at changes in horizontal alignment, and at 25 foot stations along the top and bottom of the slope around the perimeter of the berm or depression. 8. Refer to Drawings for earthwork requirements. D. Field books, notes, and other data developed by Contractor in performing surveys required by the Work will be available to City for examination throughout the construction period. 1.02 Submittals A. Submit to City 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 Fossil Creek Community Park Water Feature SECTION 01340 — SURVEY DATA Page 1 of 1 i VISION 1 - SECTION 01400 - 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 materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. A product that becomes unfit for use after approval hereof shall not be incorporated into the work. B. Materials or equipment proposed to be used may be tested at any time during their preparation or use. Fumish 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 independent testing laboratory selected by the Contractor. Except as otherwise provided, sampling and testing of materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. 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 Transmittal of Test Reports A. Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. B. The testing laboratory retained by the Owner will furnish three (4) 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 Engineer and one (1) copy to the Contractor and (1) copy to the owner within seven (7) days after each test is completed. 1.03 City's Responsibilities A. The City shall be responsible for and shall pay the costs in connection with the following testing: 1. Soil Compaction Tests. 2. Trench Backfill. 3. Pipe Bedding and Structural Bedding. 4. Tests not called for by the Specifications 5. Concrete, mortar and grout tests. 1.04 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 the costs associated with testing required for the following: 1. Performance and field testing specifically called for by the specifications. 2. Re -testing for Work or materials found defective or unsatisfactory, including tests covered under 1.03 above. Fossil Creek Community Park Water Feature SECTION 01400 — QUALITY CONTROL AND TESTING Page 1 of 2 3. Testing of pipe (if required). 4. Vacuum testing of manholes (if required). 5. Concrete materials and mix designs. 6. Gradation tests for embedment, fill and backfill materials. 7. Material Substitution - tests 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 compliance 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. 1.05 Contractor's Quality Control System A. General:: The Contractor shall establish a quality control system to perform sufficient inspection and tests of items of work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for 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 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 the construction operations and should be keyed to the proposed construction schedule. C. Records: maintain correct records on an appropriate form for 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 Fossil Creek Community Park Water Feature SECTION 01400 — QUALITY CONTROL AND TESTING Page 2 of 2 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 are 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 Rev 10/20/07 Section 00100 Page 8 ;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 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, except where otherwise noted. 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 Fossil Creek Community Park Water Feature SECTION 01500 — TEMPORARY CONTROLS Page 1 of 1 'DIVISION 1 ' SECTION 01510 - TEMPORARY UTILITIES PART 1 - GENERAL 1.01 Utilities A. Furnish utilities necessary for construction including, but not limited to temporary electric power and pay cost associated with utilities during and used for the contract period. 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 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 Fossil Creek Community Park Water Feature SECTION 01510 - TEMPORARY UTILITIES Page 1 of 1 DIVISION 1 SECTION 01570 - TRAFFIC CONTROL PART 1 - GENERAL 1.01 General A. Traffic Control necessary to complete the project will be provided by the Contractor and will not be paid for separately. B. 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. C. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. D. Keep fire hydrants and utility control devices free from obstruction and available for use. E. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. F. Provide and maintain temporary approaches or crossings at streets, businesses, and residences. G. 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. H. The pedestrian access route shall be kept free of excavated material, construction equipment, obstructions, and other materials. I. Post signs around the perimeter of the construction site to restrict public access. 1.02 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. 1.03 Parking A. Provide suitable parking areas for the use of 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. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Fossil Creek Community Park Water Feature SECTION 01570 - TRAFFIC CONTROL Page 1 of 1 DIVISION 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. 1. 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. Complete List: Within 15 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. 4. 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 Fossil Creek Community Park Water Feature SECTION 01600 — MATERIALS AND EQUIPMENT Page 1 of 3 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. I. 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: I. Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. No substitutions will be permitted. 2. Semi -proprietary 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 equivalent," provide one of the products listed or comply Fossil Creek Community Park Water Feature SECTION 01600 — MATERIALS AND EQUIPMENT' Page 2 of 3 with 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 Fossil Creek Community Park Water Feature SECTION 01600 — MATERIALS AND EQUIPMENT Page 3 of 3 'DIVISION 1 — _ a 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 1 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. 9. Final cleaning. 10. As -built drawings 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. 11. Touch up and otherwise repair and restore marred, exposed finishes. Fossil Creek Community Park Water Feature SECTION 01700 — CONTRACT CLOSEOUT 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 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. 12. Submit a final liquidated damages settlement statement. 13. Submit as -built drawings and an as -built site survey with a I foot contour interval, high points, low points, ridges, and horizontal and vertical utility locations including invert elevations. 14. Submit as -built drawings of the stormwater detention pond, prepared by a licensed survey, certifying that the pond meets or exceeds the minimum storage and other physical requirements. 15. 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. ?. If necessary, reinspection will be repeated. The cost of additional inspections shall be the responsibility of the Contractor. 1.05 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 Owner's reference during normal working hours. B. Record Drawings: Maintain a clean, undamaged set of blue or black line white -prints 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 Fossil Creek Community Park Water Feature SECTION 01700 — CONTRACT CLOSEOUT Page 2 of 5 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 digital copy of the AutoCAD bid documents. Using AutoCAD v. 2004 (or later version), the Contractor shall transpose information contained on the Record Drawings maintained on site to the AutoCAD drawings. 6. The contractor shall the provide a reproducible mylar copy of the Record Drawings and a copy of the digital files to the Owner's Reprsentative. 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. 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. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation. Upon completion of markup, submit complete set of record Product Data to the Owner. Fossil Creek Community Park Water Feature SECTION 01700 — CONTRACT CLOSEOUT Page 3 of 5 E. 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 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 (51-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 "turn -around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data. 1.06 Warranties and Bonds A. Provide duplicate notarized copies. Maintain copies of 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. 1.07 Final Payment A. The Contractor shall 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. Fossil Creek Community Park Water Feature SECTION 01700 — CONTRACT CLOSEOUT Page 4 of 5 SECTION 00300 11.1 one l iul 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 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 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. 3. 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. 4. 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 burn 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 Owner's property. Dispose of these materials as directed by the Owner. END OF SECTION Fossil Creek Community Park Water Feature SECTION 01700 — CONTRACT CLOSEOUT 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. The contractor shall refer to the technical specifications that apply to the individual components. Bid Item 1 — Bid Bond & Mobilization: Includes overhead, bonds, guarantee, mobilization, marshalling, disassembly and security of items indicated on the plans or specifications and other related items or incidental work or costs necessary for the completion of the described elements. Bid item includes work associated with the Bid Bond and mobilization as a complete item. Bid Item 2 — Demolition, Temporary Controls, Construction Staking: Contractor shall furnish licensed surveyor for construction staking and to verify grades. Contractor shall prepare and submit a traffic control plan to the Owner for review and approval prior to construction operations. Contractor shall also provide necessary Work Area Traffic Control Devices, Erosion Control Plan and Erosion Control Devices in accordance with City Standards. Contractor shall furnish required labor, materials, equipment, implements, parts and supplies necessary for, or appurtenant to site clearing as shown in the plans including clearing of low vegetation and removal of items noted on the plans or specifications. Work includes stockpiling, hauling (if necessary), recycling of construction waste, disposal and related expenses. Contractor shall furnish required labor, materials, equipment, implements, parts and supplies necessary for, or appurtenant to, the dust control operations as required by the City of Fort Collins and the State of Colorado. Water from the ponds and from Fossil Creek may be accessible to contractor for dust control purposes only. Use of water from Fossil Creek shall be approved by City. Bid item includes work associated with demolition, site clearing, temporary controls, and construction staking as a complete item. Bid Items 3 — Landscape: Contractor shall furnish required labor, materials, excavation, backfill, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of items in accordance with the drawings, and specifications. Bid item includes work associated with furnishing and installing the items on the basis of each item installed complete. Does not include irrigation. Bid Item 4 — Irrigation System: Contractor shall furnish required labor, materials, trenching, backfilling, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of irrigation system in accordance with the drawings and specifications. Bid item includes work associated with installing sleeves, piping, fittings, wiring, controls, valves, sprinkler heads, coordination, startup testing/training of the irrigation system for Owner, for the Irrigation System as a complete bid item. Bid Item 5- Earthwork and Utilities: Contractor shall furnish required labor, materials, equipment, implements, testing, parts and supplies necessary for, or appurtenant to site earthwork including; general excavation; filling; placement of excess fill, rough grading; fine grading; grading for subgrade and base course; testing; the preparation and conditioning of subgrades beneath sidewalks, slabs, soil cement pavement and other paved areas as shown on the plans, sanitary sewer and all connections to existing systems, perimeter drains and subsurface drains and related work in accordance with the plans and specifications. The intent of the grading is for the earthwork to balance within the site. Bid item includes work associated with site preparation and conditioning and work associated with site earthwork as a complete item. Fossil Creek Community Park Water Feature SECTION 01800 - DEFINITION OF BID ITEMS Page 1 of 2 Bid Item 6 — Spray Feature: Contractor shall furnish required labor, materials, excavation, backfilling, equipment, implements, testing, startup testing/training of the water feature mechanical system for Owner with aid of Equipment Manufacturer(s)parts and supplies necessary for, or appurtenant to installation of the Spray Feature Mechanical System in accordance with the drawings and specifications. Bid item includes work associated with retrofitting, furnishing and installing the inlet piping, drain piping, water feature circulation pump, filter / water treatment pump system, sump pump, electrical, controls, and appurtenances. Bid item includes work associated with furnishing and installing the Spray Feature Mechanical System as a complete bid item. Bid Items 7 — HARDSCAPE: Contractor shall furnish required labor, materials, equipment, testing, implements, testing, parts and supplies necessary for, or appurtenant to installation of the concrete pavements with the required thickness, color and finish as shown in the plans, and in accordance with the specifications and Geotechnical Engineering Report. Bid item includes work associated with installing the concrete walks and plazas, base materials, concrete steps, shotcrete walls, vault door installation, and structural fill installed as a complete item. :ALTERNATE BID ITEMS f Add Alt #1 — Sand Play Area: Contractor shall furnish required labor, materials, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of the sand play area as shown in the plans, and in accordance with the specifications. Bid items include work associated with installing the subsurface drain, sand and base material, type 1 retaining wall, type 1 concrete header, and installation of stockpiled turtles installed as a complete item. Add Alt #2 — Fence and Landscape Improvements on Top of Vault: Contractor shall furnish required labor, materials, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of Fence and Landscape improvements on top of the vault as shown in the plans, and in accordance with the specifications. Bid items include work associated with installing the planting, earthwork, buffalo grass sod, mulch, type 2 concrete header, concrete steps, type 1 fence and type 1 removable fence installed as a complete item Add Alt #3 — Existing Shelter Relocation: Contractor shall furnish required labor, materials, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of the existing shelter in the area as shown in the plans, and in accordance with the specifications. Bid items include work associated with uninstalling the existing shelter, disassembly of the shelter, replacement of the legs, and reinstallation of revised shelter w/new caissons installed as a complete item Add Alt #4 — Sandscape Concrete in Spray Feature: Contractor shall furnish required labor, materials, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of the sandscape concrete area as shown in the plans, and in accordance with the specifications. Bid items include work associated with installing the sandscape concrete with welded wire mesh in replacement for the integral color concrete with welded wire mesh installed as a complete item Add Alt #5 — Color Concrete Perimeter of Spray Feature: Contractor shall furnish required labor, materials, equipment, implements, testing, parts and supplies necessary for, or appurtenant to installation of the integral color concrete area as shown in the plans, and in accordance with the specifications. Bid items include work associated with installing the integral color concrete in replacement for the grey concrete installed as a complete item END OF SECTION END OF DIVISION 1 Fossil Creek Community Park Water Feature SECTION 01800 - DEFINITION OF BID ITEMS Page 2 of 2 DIVISION 2 SECTION 02111 — SITE PREPARATION AND CONDITIONING PART 1 - GENERAL 1.01 Work Included A. The contract work to be performed under this section consists of furnishing the required labor, materials, equipment, implements, parts and supplies, reconditioning, compaction, wetting or drying, and finish grading, as shown on the plans necessary for, or appurtenant to the site preparation beneath interior and exterior slabs, pavements, grass pave, play courts, and beneath the skate park in accordance with these specifications. 1.02 Related Sections A. Section 02235 - Topsoil B. Section 02750 — Concrete Paving 1.03 Submittals A. Submit soils analysis of imported fill materials, if imported materials required. PART 2 - MATERIALS 2.01 Subgrade Materials A. Strip and remove existing vegetation, debris, and other deleterious materials from proposed building, court areas and pavement areas. Exposed surfaces should be free of mounds and depressions, which could prevent uniform compaction. B. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after the completion of grading operations. If it is necessary to dispose of organic materials on -site, they should be placed in non- structural areas and in fill sections not exceeding 5 feet in height. 2.04 Fill Materials A. Clean on -site soils or approved imported materials may be used as fill material. B. Approved imported materials may be used as fill material and are suitable for use as compacted fill beneath interior or exterior floor slabs. Imported soils (if required) should conform to the following: Percent finer by weight Gradation (ASTM C136) 3" 100 No. 4 Sieve 50-100 No. 200 Sieve 35 (max) Liquid Limit 30 (max) Plasticity Index 15 (max) Fossil Creek Community Park Water Feature SECTION 02111 — SITE PREPARATION Page 1 of 3 Group Index 10 (max) PART 3 - EXECUTION 3.01 Site Clearing A. Where present, trees, bushes, and a minimum of topsoil will be stockpiled on the site. The area will be graded to the required depth to accommodate the base and concrete thickness and provide a uniform slope at plus or minus one tenth of a foot (+. V). 3.02 Site Preparation A. Strip and remove existing debris or other deleterious materials from proposed building areas. Exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. B. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. C. Temporary dewatering will be required for excavations approaching or in the groundwater. Use of lime, fly ash, kiln dust, cement or geotextiles may be used as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. 3.03 Subgrade Preparation A. Required moisture content and compaction of subgrade soils shall be maintained until construction of the related improvement. B. The contractor shall alert the owner of soft spots or structures that could affect the stability of the slab. C. Subgrade compaction and moisture tests shall be performed by a qualified professional prior to installation of the related improvement. Defective work shall be corrected as directed by the Owner's Representative. 3.04 Placement of Fill Material A. Exposed areas, which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of 12-inches, conditioned to near optimum moisture content, and compacted. D. Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Fill material to placed on the site shall be compacted to at least 95 percent of Standard Proctor Density ASTM D698. 1. On -site clay soils shall be compacted within a moisture content range of 1 percent below, to 3 percent above optimum. 2. Imported granular soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. D. Fills shall be placed in six inch (6") layers. In areas where proposed structures, courts and paving are proposed fill materials shall be compacted to ninety five percent (95%) standard density at optimum moisture. In areas where landscaping is proposed fill materials shall be compacted to ninety percent (90%) standard density at optimum moisture. Fossil Creek Community Park Water Feature SECTION 02111 — SITE PREPARATION Page 2 of 3 3.05 Fine Grade A. Elevation of base material for spray park concrete shall be controlled using automatic laser - regulated equipment capable of providing a true accurate to plus or minus one -quarter inch (+ 1 /4"). END OF SECTION Fossil Creek Community Park Water Feature SECTION 02111 — SITE PREPARATION Page 3 of 3 DIVISION 2 SECTION 02210 — EARTHWORK AND GRADING PART 1 - GENERAL 1.01 Work Included A. The Contractor shall furnish labor, materials, tools, equipment and perform work and services necessary for earthwork and grading in the quantities required. Furnish and install supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a healthy, sound, and complete, craftsman -like installation. Work to include: 1. Grading to contours, cutting and filling, 2. Establishment of subgrades. 3. Maintenance of Erosion Control Measures 1.02 Related Sections A. Section 01200 - Measurement and Payment: Requirements applicable to unit prices for the work of this section. B. Section 01400 — Quality Control and Testing: Testing fill compaction. C. Section 02111 —Site Preparation and Conditioning D. Geotechnical Engineering Report prepared by Terracon, dated March 11, 2001 1.03 Quality Assurance A. Reference Standards: Standards listed hereunder and referenced elsewhere in these specifications shall become a part of this specification and are incorporated herein by reference. The latest edition, amendment or supplement thereto in effect thirty (30) days before date of invitation shall apply. 1. American Association of State Highway and Transportation Officials (AASHTO). 2. American Society of Testing and Materials (ASTM). 1.04 Project Record Documents A. Submit under provisions of Section 01700. B. Accurately record actual locations of utilities by horizontal dimensions, elevations or inverts, and slope gradients. 1.05 Submittals A. Testing and Inspection Service: Owner will engage soil testing and inspection service for quality control testing of soil compaction during earthwork operations, as required under City rules and regulations. Contractor will coordinate schedules with the Owner in order to allow for adequate time to conduct tests. Soil compaction and moisture content test of areas to receive paving must be performed within 48 hours of when flatwork begins. 1.07 Job Conditions A. Site Information: Fossil Creek Community Park Water Feature SECTION 02210 — EARTHWORK AND GRADING Page 1 of 6 1. The soil boring tests indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil borings. It is expressly understood that the Owner will not be responsible for interpretations or conclusions drawn by Contractor. Data are made available for information only. 2. Soil investigation and test reports are available for examination at the Owner's office. 3. Additional test borings and other exploratory operations maybe made by the Contractor at no cost to the Owner. B. Underground Conditions: Protect from damage any underground pipes, utilities or structures encountered during construction. Restore any damaged underground obstructions to their original condition at no additional expense to the Owner unless evidence of other arrangements satisfactory to all parties are presented to the Owner. 2. Before commencing work, obtain information concerning location, type, and extent of concealed existing utilities on the site and adjacent properties. Consult records and personnel of Owner, local utility companies, municipal utility departments, cable TV company, and telephone company. File a notice of excavation with these agencies at least two business days prior to commencing work. 3. It shall be the responsibility of the Contractor to verify actual locations and to protect or restore all underground obstructions encountered. 1.08 Sheeting, Shoring, and Bracing: A. Except where banks are cut back on a stable slope, provide and maintain all sheeting and shoring necessary to protect adjoining grades and structures from caving, sliding, erosion, or other, damage in accordance with applicable codes and governing authorities. B. Remove sheeting and shoring gradually as excavation backfilling progresses to protect the construction or other structures, utilities, or property. 1.09 Blasting A. No blasting will be permitted. 1.10 Drainage A. Maintain the excavations and site free from water throughout the course of the work. B. Discharge water shall not be allowed to flow directly into Fossil Creek. Discharge water shall be cycled through the on -site water quality pond(s) or into the existing ponds. 1.11 Interruption of Service A. Coordinate interruption of utility services with the Owner. Make connections to the existing system requiring the interruption of service during the time (weekends, nights, or holidays) designated by the Owner. B. Obtain permission to cut and replace existing service lines. Notify affected user two hours in advance of and restore service within four hours after any interruption. Repair all lines at no additional expense to the Owner. C. No valve or other control on the existing system shall be operated without permission of the Owner. Fossil Creek Community Park Water Feature SECTION 02210 — EARTHWORK AND GRADING Page 2 of 6 1.12 Limit of Operations A. The Contractor will limit his operations to only those areas identified on the drawings. If the remaining area of the site is disturbed, in the opinion of the Owner, the Contractor will repair and reseed the disturbed area. All costs of this work will be borne solely by the Contractor. B. If unauthorized over -excavation occurs, the Contractor shall be responsible for the repair of the area, backfilling with approved material, and compacting to the specified density. 1.13 Erosion Control A. The contractor shall submit an Erosion Control Plan for this project. Submit timing and sequence for proposed earth changes. Submit description and location of proposed temporary erosion control measures for water and wind erosion, including: control of surface runoff, protection of adjacent properties, and minimize disruption by heavy equipment. For further information, refer to the City of Fort Collins Erosion Control Manual. PART 2 - MATERIALS 2.01 Suitable Materials A. Soil materials, whether from sources on or off site, must be approved as suitable for intended use and specifically for fill and backfill. All materials for construction fills and backfills-shall meet specified requirements for gradation and other factors defining suitability for the intended use. All classes of suitable material shall be free from perishable matter, debris, frozen materials and stones and cemented pieces larger than permitted by the specified gradation. Suitable materials are defined as follows: 1. Topsoil: Topsoil shall be selectively excavated, loose, friable and reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, or other material which would be detrimental to the development of vegetative growth. Topsoil shall be defined as the top 6 inches of soil found on the site and stockpiled and taken from designated on -site sources. 2. Fill and Backfill Material: Fills and backfills that are not otherwise specified herein shall be constructed with suitable excavated materials of clays, silts, sands, gravels, bedrock pieces, or combinations thereof which contain 100 percent particles smaller than 4 inches. This material shall be placed in accordance with the requirements hereinafter specified. 2.02 Unsuitable Materials A. Material containing perishable matter, such as roots, sod, grass, decayed vegetable matter, debris, frozen material, or materials having unsatisfactory compaction characteristics will be classified as unsuitable for fill material use in the work. Materials which are unsuitable due to excessive moisture or incorrect gradation may be reclaimed if brought into specification by screening, manipulation, aerating, or blending with other suitable soils. 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 of all utility crossings, services connections, and connections to existing lines before proceeding with earthwork. B. Layout Lines and Levels: Fossil Creek Community Park Water Feature SECTION 02210 — EARTHWORK AND GRADING Page 3 of 6 1. Verify that survey bench mark and intended elevations for the Work are as indicated. 2. The drawings indicate existing elevations and proposed elevations. The existing elevations and elevations to be established are given for the convenience of the Contractor to assist him in arriving at the quantities of excavation, grading, and backfilling, etc. 3. Before earthwork operations are started, all construction items shall be completely staked out for the Owner=s approval. For any area with a two percent slope or flatter, the Contractor shall lay out a 50-foot on -center grid and calculate the exact elevation at every intersection of the grid lines. These calculations will be approved by the Owner. 4. Preliminary grade stakes for subgrade elevations shall be set at 50 feet on -center for: the center line of walks, all drainage swales, breaks in grade, spot elevations, and as otherwise required to complete the work of this section to the elevations shown on the Drawings or as modified in the field by the Owner. 5. Protect bench marks, temporary benchmarks, survey control points, sidewalks, paving, curbs, existing above and below grade utilities, and existing vegetation that is to remain from excavating equipment and vehicular traffic. ' 3.02 Subsoil Excavation A. Excavate subsoil from areas to be further excavated for concrete paving, sand playground, volleyball pit, and skinned infield area. B. Do not excavate wet subsoil or excavate and process wet material to obtain optimum moisture content. C. When excavating through roots, perform work by hand and cut roots with sharp axe. D. Perform excavation of every description to the lines and grades indicated on the drawings. 3.03 Filling A. Install Work in accordance with the Geotechnical Engineering Report, and in accordance with the City of Fort Collins standards. E. Fill areas to contours and elevations with unfrozen materials. C. Place fill material on continuous horizontal layers and compact in accordance with the following schedule: Material Minimum Percent Compaction (ASTM D698) Subgrade soils beneath fill areas 95 On -site soils or approved imported fill Beneath slabs 95 Beneath pavements 95 Utilities 95 Miscellaneous backfill 90 D. Clay soils placed beneath pavement should be compacted within a moisture content range of 2 percent below to 2 percent above optimum. E. Granular soils should be compacted within a moisture content range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. F. Maintain optimum moisture content of fill materials to attain required compaction density throughout the lift. Fossil Creek Community Park Water Feature SECTION 02210 — EARTHWORK AND GRADING Page 4 of 6 PROJECT: SECTION 00300 Place Date 1. In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the to Bidders. Invitation To Bid and Instructions 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7: The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev10/20/07 Section 00300 Page 1 G. Slope grade away from building minimum 2%, unless noted otherwise. H. Make grade changes gradual. Blend slope into level areas. I. Remove surplus fill materials from site. J. In areas to receive paving in place of material, scarify to a depth of 6 inches and compact to the specified density, to the required subgrade elevation. K. In areas to receive paving over 1 foot or more of compacted fill as shown on the drawings, the above requirement is waived. L. In fill areas, the natural soil should be scarified to a depth of 6 inches and recompacted to the specified density, except as specified for paved areas above. M. Spread approved fill material uniformly in layers not greater than 8 inches (6 inches for pond liner) or loose thickness over entire fill area. N. Suspend fill operations when satisfactory results cannot be obtained because of environmental or other unsatisfactory site conditions. Do not use muddy or frozen fill materials. Do not place fill material on muddy or frozen subgrade surface. O. Maintain surface conditions which permit adequate drainage of rain water and prevent ponding of surface water in pockets. 3.04 Tolerances A. Tolerances for areas to receive paving shall be plus or minus 0.05 foot. In the areas to be landscaped and the remainder of the site, tolerances shall be within plus or minus 0.1 foot. 3.05 Field Quality Control A. Section 01400 - Quality Assurance: Field inspection and testing. B. Testing: In accordance with AASHTO T 180. C. Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. Notify testing service not less than 8 working hours in advance. Testing shall be at the discretion of the Owner. D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest. E. Verification of grading within allowable tolerances shall be conducted as requested by the Owner. The Contractor shall provide all necessary surveying equipment and a survey crew, if requested by the Owner. If, in the opinion of the Owner, the grading does not conform to the required grades and tolerances, the Contractor shall regrade the area and bear all costs associated with the regrading and reverification until the specifications are met. 3.06 Disposal of Waste Materials A. Transport waste material, trash, debris, and dispose of it off the Owner=s property at an approved landfill. 3.07 Dust Control A. Obtain Area Emission Permit, if required. B. Control the amount of dust generated from construction to prevent hazardous conditions or public nuisance. Use of water will no be permitted when it will result in hazardous conditions such as ice, flooding, or pollution. Blowing dust will not be permitted. Fossil Creek Community Park Water Feature SECTION 02210 — EARTHWORK AND GRADING Page 5 of 6 3.08 Cleaning A. During and upon completion of earthwork operations, clean areas within contract limits and within the public ROW. Remove tools and equipment. Provide site clear, clean, free of debris, and suitable for site work operations. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02210 — EARTHWORK AND GRADING Page 6 of 6 DIVISION 2 SECTION 02230 - SITE CLEARING PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Protecting existing trees to remain. 2. Removing existing trees, shrubs, plants and grasses. 3. Clearing and grubbing. B. Related Sections include the following: 1. Division 1 Section "Temporary Controls" for temporary utilities, temporary construction and support facilities, temporary security and protection facilities. 2. Division 1 Section "Site Conditions" for verifying utility locations and for recording field measurements. 3. Division 2 Section "Tree Protection " for protecting trees remaining on -site that are affected by site operations. 4. Division 2 Section "Earthwork" for soil materials, excavating, backfilling, and site grading. 1.03 DEFINITIONS A. Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected during. construction, and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.04 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.05 SUBMITTALS A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and plantings, adjoining construction, and site improvements that might be misconstrued as damage caused by site clearing. 1.06 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Fossil Creek Community Park Water Feature SECTION 02230 — SITE CLEARING Page 1 of 3 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. PART 2 - PRODUCTS[ (Not Applicable)] PART 3 - EXECUTION 3.01 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.02 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to Erosion Control Plan to be submitted by Contractor for approval by Owner prior to start of work. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.03 UTILITIES A. Arrange for disconnecting and sealing indicated utilities that serve existing structures before site clearing, when requested by Contractor. 1. Verify that utilities have been disconnected and capped before proceeding with site clearing. B. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Arrange with utility companies to shut off indicated utilities. 2. Owner will arrange to shut off indicated utilities when requested by Contractor. C. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. D. Excavate for and remove underground utilities indicated to be removed. Fossil Creek Community Park Water Feature SECTION 02230 — SITE CLEARING Page 2 of 3 E. Removal of underground utilities is included in Division 2 Sections covering site utilities. 3.04 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Grind stumps and remove roots, obstructions, and debris extending to a depth of 18 inches (450 mm) below exposed subgrade. 4. Use only hand methods for grubbing within tree protection zone. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. 3.05 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. 1. Optional: Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02230 — SITE CLEARING Page 3 of 3 DIVISION 2 SECTION 02231 — TREE PROTECTION PART-1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the protection and trimming of existing trees that interfere with, or are affected by, execution of the Work, whether temporary or permanent construction. B. Related Sections include the following: 1. Division 1 Section "Summary" for limits placed on Contractor's use of the site. 2. Division 1 Section "Temporary Controls" for temporary tree protection. 3. Division 2 Section "Site Clearing" for removal limits of trees, shrubs, and other plantings affected by new construction. 4. Division 2 Section "Earthwork" for building and utility trench excavation, backfilling, compacting and grading requirements, and soil materials. 1.03 DEFINITIONS A. Tree Protection Zone: Area surrounding individual trees or groups of trees to remain during construction, and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated. 1.04 SUBMITTALS A. Product Data: For each type of product indicated. 1.05 QUALITY ASSURANCE A. Tree Service Firm Qualifications: An experienced tree service firm that has successfully completed tree protection work similar to that required for this Project and that will assign an experienced, qualified arborist to Project site during execution of tree protection and trimming. PART 2 - PRODUCTS 2.01 MATERIALS A. Drainage Fill: Selected crushed stone, or crushed or uncrushed gravel, washed, ASTM D 448, Size 24, with 90 to 100 percent passing a 2-1/2-inch sieve and not more than 10 percent passing a 3/4-inch sieve. B. Topsoil: Natural or cultivated surface -soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 1.5 inch in diameter; and free of weeds, roots, and toxic and other nonsoil materials. 1. Obtain topsoil only from well -drained sites where topsoil is 4 inches deep or more; do not obtain Fossil Creek Community Park Water Feature SECTION 02231 — TREE TRIMMING AND PROTECTION Page 1 of 4 from bogs or marshes. C. Filter Fabric: Manufacturer's standard, nonwoven, pervious, geotextile fabric of polypropylene, nylon, or polyester fibers. D. Temporary Fencing: Orange Snow Fence; a minimum of 48 inches high; with `T'posts; with tie wires, and other accessories for a complete fence system. E. Organic Mulch: Shredded Cedar, free of deleterious materials. PART 3 - EXECUTION 3.01 PREPARATION A. Temporary Fencing: Install temporary fencing around tree protection zones to protect remaining trees and vegetation from construction damage. Maintain temporary fence and remove when construction is complete. B. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. C. Mulch areas inside tree protection zones and other areas indicated. 1. Apply 3-inch average thickness of organic mulch. Do not place mulch within 6 inches of tree trunks. D. Do not store construction materials, debris, or excavated material inside tree protection zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over root systems. E. Maintain tree protection zones free of weeds and trash. F. Do not allow fires within tree protection zones. 3.02 EXCAVATION A. Install shoring or other protective support systems to minimize sloping or benching of excavations. B. Do not excavate within tree protection zones, unless otherwise indicated. C. Where excavation for new construction is required within tree protection zones, hand clear and excavate to minimize damage to root systems. Use narrow -tine spading forks and comb soil to expose roots. l . Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches back from new construction. 2. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. D. Where utility trenches are required within tree protection zones, tunnel under or around roots by drilling, auger boring, pipe jacking, or digging by hand. l . Root Pruning: Do not cut main lateral roots or taproots; cut only smaller roots that interfere.with installation of utilities. Cut roots with sharp pruning instruments; do not break or chop. 2. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the Fossil Creek Community Park Water Feature SECTION 02231 — TREE TRIMMING AND PROTECTION Page 2 of 4 face of the tree (outer bark) and is scaled from tree diameter and breast height as described in the chart below. Tree Diameter at Breast Height (inches) 0-2 3-4 5-9 10-14 15-19 Over 19 3.03 REGRADING Auger Distance From Face of Tree (feet) 2 5 10 12 15 A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade beyond tree protection zones. Maintain existing grades within tree protection zones. B. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations. C. Moderate Fill: Where existing grade is more than 6 inches but less than 12 inches below elevation of finish grade, place drainage fill, filter fabric, and topsoil on existing grade as follows: 1. Carefully place drainage fill against tree trunk approximately 2 inches above elevation of finish grade and extend not less than 18 inches from tree trunk on all sides. For balance of area within drip -line perimeter, place drainage fill up to 6 inches below elevation of grade. 2. Place filter fabric with edges overlapping 6 inches minimum. 3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand grade to required finish elevations. 3.04 TREE REPAIR AND REPLACEMENT A. Violation of these specifications will lead to penalties based on the type of violation and/or the resulting damages, and may be grounds for the termination of this contract. 1. Penalties will be assessed based on the amount of damage done and the total value of that tree, or group of trees, prior to the damage. Penalties for damage would be based on the total value of the tree as determined by the City Forestry Division staff and the severity of the damage as a proportion of the total value of that tree. This could include up to the full value of the tree. B. Promptly repair trees damaged by construction operations within 24 hours. Treat damaged trunks, limbs, and roots according to City Forester's instructions. B. Remove and replace trees indicated to remain that die or are damaged during construction operations that City Forester determines are incapable of restoring to normal growth pattern. 1. Where practical, provide new trees of same size and species as those being replaced; plant and maintain as specified in Division 2 Section "Exterior Plants." 2. Provide new trees of 6-inch caliper size and. of a species selected by Architect when damaged trees more than 6 inches in caliper size, measured 12 inches above grade, are required to be replaced. Number of replacement trees required to mitigate loss of larger trees will comply with City Code. Plant and maintain new trees as specified in Division 2 Section "Exterior Plants." C. Aerate surface soil, compacted during construction, 10 feet beyond drip line and no closer than 36 inches to tree trunk. Drill 2-inch- diameter holes a minimum of 12 inches deep at 24 inches o.c. Backfill holes with an equal mix of augered soil and sand. Fossil Creek Community Park Water Feature SECTION 02231 —TREE TRIMMING AND PROTECTION Page 3 of 4 3.05 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted. B. Disposal: Unless otherwise agreed to, remove excess excavated material and displaced trees from Owner's property and recycle as mulch. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02231 — TREE TRIMMING AND PROTECTION Page 4 of 4 DIVISION 2 SECTION 02235 - TOPSOIL PART 1 - GENERAL 1.01 Work Included A. This work consists of stripping, salvaging and stockpiling topsoil, and excavating/redistributing topsoil from stockpiles to place on designated landscape areas. It shall include the placing of topsoil upon constructed cut and fill slopes after grading operations are completed. 1.02 Related Sections and Documents A. Section 02111 - Site Preparation and Conditioning B. Section 02210 — Earthwork and Grading C. Section 02950 — Planting, Soil Preparation and Finish Grading D. Geotechnical Engineering Report prepared by Terracon, dated March 11, 2001 PART2 PRODUCTS 2.01 MATERIALS A. Topsoil shall consist of loose friable loam free of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances, or other material which would be detrimental to its use on the project. Topsoil shall consist of natural on -site ground cover. PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Remove sod and grass before stripping topsoil. B. Generally, the top six inches (6") of topsoil, within the limits of the project, shall be salvaged prior to beginning hauling, excavating, or fill operations by excavating and stockpiling the material at designated locations in a manner that will minimize sediment damage, and not obstruct natural drainage. Topsoil may be less than six inches (6") deep. Strip topsoil to whatever depths are encountered, or a maximum of six inches (6"), in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove subsoil and non -soil materials from topsoil, including trash, debris, weeds, roots, and other waste materials. C. Soil stockpiles 1. Limit height of topsoil stockpiles to 10 feet. 2. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. 3. Grade and shape stockpiles to drain surface water. 4. Stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. 4. Cover to prevent windblown dust. 5. Do not stockpile topsoil within tree protection zones. 6. Stockpile surplus topsoil to allow for respreading deeper topsoil. Fossil Creek Community Park Water Feature SECTION 02235 — TOPSOIL Page 1 of 2 8. BID SCHEDULE (Base Bid) 1. BIDDER will complete the Work for all bid items listed in Schedule 1. 2. Bid Form Abbreviation Legend a. LS = Lump Sum b. EA = Each c. LF = Linear Foot d. SF = Square Foot e. SY = Square Yard f. CY = Cubic Yard SCHEDULE 1 Provide materials and labor associated with installation, maintenance, start-up and Owner training, as indicated on the drawings and in the Specifications, for each of the following bid items. Owner is responsible for payment of Building Permit application fees. Bid Item #1 Bid Bond and Mobilization To include all materials complete, in place (such as but not limited to the following: Bid Bond and Mobilization), as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writina Bid Item #2 Demolition, Site Clearing, Temporary Controls, Construction Staking To include all materials complete, in place (such as but not limited to the following: Demolition, Site Clearing, Disposal, Protection and Stockpiling of Items to Remain, Tree Protection, Erosion Control Plan and Implementation, Traffic Control, Construction Staking), as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writina Bid Item #3 Landscape To include all materials complete, in place (such as but not limited to the following: Sod, Shrubs and Perennials, Boulders, Dry -Laid Rock Walls, Sand, Concrete Mow Strips, Fences), as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writinq Rev10/20/07 Section 00300 Page 2 7. Weeds shall be controlled on soil stockpiles remaining after 30 days. C. Topsoil shall be placed directly upon completed cut and fill slopes and other disturbed areas to be landscaped whenever conditions and the progress of construction will permit. D. Topsoil shall be placed to a minimum 5 inch thickness in turf areas and a minimum 4 inch thickness in non -turf areas. Topsoil shall be keyed to the underlying material by the use of harrows, rollers, or other suitable equipment. E. Water shall be applied to the topsoil as required in a fine spray by nozzles or spray bars so the topsoil areas will not be washed or eroded. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02235 — TOPSOIL Page 2 of 2 SECTION 02321 — TRENCHING, BACKFILLING, AND COMPACTING PART 1 —GENERAL 1.01 Section Includes A. General cleaning and grubbing, excavation, bedding construction, filling, grading and surface restoration associated with installing subsurface pipes of various types. 1.02 Related Work A. Section 02230 — Site Clearing B. Section 02507 — PVC Plastic Pipe and Fittings 1.03 Notification of Utility Companies A. The Contractor shall notify all affected utility companies of his construction operations to coordinate his work regarding poles, wires, valve boxes, and other surface obstructions and to determine the location of gas, watermain, power, light, cable television, telephone or telegraph conduit or service connection thereto or any other subsurface structure that crosses or passes through the space occupied by any of the proposed improvements. The Contractor shall make arrangements with the utility companies for any relocation of interfering utilities. Owner has already made arrangements for relocation of known utility conflicts. Contractor shall be responsible for utility coordination after issuance of the Notice to Proceed. Contractor shall coordinate work with the Construction Coordinator when scheduling activities related to utility relocations. 1.04 Protection A. Sheeting and Shoring: The CONTRACTOR shall protect excavations by shoring, bracing, sheet piling, underpinning, or other methods required to prevent any excessive widening or sloughing of the trench which may be detrimental to human safety, to the pipe or appurtenances being installed, or to existing facilities or structures. The latest requirements of OSHA shall be complied with at all times including trenching and confined space entry requirements. The CONTRACTOR shall be responsible for underpinning adjaceht structures which may be damaged by excavation work, including service utilities and pipe chases. B. Weather and Frost: The CONTRACTOR shall protect bottom of excavations and soil adjacent to and beneath foundations from frost. 1. Do not place backfill, fill, or embankment on frozen surfaces. 2. Do not place frozen materials, snow, or ice in backfill, fill, or embankments. 3. Do not deposit, tamp, roll, or otherwise mechanically compact backfill in water. C. Drainage and Groundwater: The excavation shall be graded to prevent surface water run-off into trench or excavation. 1. Maintain excavations and trench free from water during construction. 2. Remove water encountered in the trench to the extent necessary to provide a firm subgrade, to permit joints to be made in the dry, and to prevent the entrance of water into the pipeline. 3. Divert surface runoff and use sumps, gravel blankets, well points, drain lines, or other means necessary to accomplish the above. 4. Maintain the excavation or trench free from water until the structure, or pipe to be installed therein, is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. 5. Water shall be prevented from entering into previously constructed pipe. Fossil Creek Community Park Water Feature SECTION 02321 —TRENCHING, BACKFILLING, AND COMPACTING Page 1 of 9 6. The pipe under construction shall not be used for dewatering. PART 2 — PRODUCTS 2.01 Concrete A. Cast -in -place concrete shall be in accordance with Section 03300. 2.02 Mortar A. Mixture of mason sand, water, Portland cement and masonry cement as follows: Portland cement - ASTM C 150, Type I, IS or II Masonry cement - ASTM C91, Type II Water - Free of oil, acid, excess alkalinity, organic matter, and salts Sand - 100% passing No. 8, 15 to 35% passing No. 50, and 2 to 10% passing No. 100 2.03 Granular Bedding A. Pipe shall be bedded in a uniformly graded material conforming to CDOT #67 granular bedding unless otherwise noted on the Drawings or as approved by the Engineer. Well -Graded Sand Sieve Size Total Percent Passing by Weight 3/8 inch 100 No. 4 95 — 100 No. 8 80 — 100 No. 16 50 — 85 No. 30 25 — 60 No. 50 10 — 30 No. 100 2 — 10 Squeegee Sand Sieve Size Total Percent Passing by Weight 3/8 Inch 100 No. 200 0-5 CDOT #67 Sieve Size Total Percent Passing by Weight 1 Inch 100 3/4 Inch 90 — 100 3/8 Inch 20 — 55 No. 4 0 — 10 No. 8 0-5 Fossil Creek Community Park Water Feature SECTION 02321 —TRENCHING, BACKFILLING, AND COMPACTING Page 2 of 9 Cement Sand Sieve Size Total Percent Passing by Weight 3/8 Inch 100 No. 4 90 — 100 No. 108 70 — 100 No. 20 50 — 85 No. 50 25 — 50 No. 100 8 — 30 No. 140 0 — 15 No. 200 0-5 2.04 Replacement Material (Stabilization Material) A. Material used as stabilization in locations where the CONTRACTOR has been directed to muck excavate shall conform to the following "Foundation Material' gradation(s). The material shall be uniformly graded '/" or 1 V? rock. CDOT #467 Sieve Size Total Percent Passing by Weight 2-1/2 Inch --- 2 Inch 100 1-1/2 Inch 90 — 100 1 Inch --- 3/4 Inch 35 — 70 3/8 Inch 10 — 30 No. 4 0-5 CDOT #67 Sieve Size Total Percent Passing by Weight 1 Inch 100 3/4 Inch 90 — 100 3/8 Inch 20 — 55 No. 4 0 — 10 No. 8 0-5 2.05 Flowable Fill A. The approved mixture for flowable fill is shown below: Ingredients: Pounds/Cubic Yard Cement 1 42 (.047 sack) Water 235 (39 gallons as needed) Coarse Aggregate (No. 57) 1700 Sand (ASTM C-33) 1845 The desired 28-day strength is 60 psi. The combination of material listed above or an approved equivalent may be used to obtain the desired flowable fill. Fossil Creek Community Park Water Feature SECTION 02321 — TRENCHING, BACKFILLING, AND COMPACTING Page 3 of 9 2.06 Backfill A. Backfill shall meet the following requirements: Use only backfill for trenches which is free from rocks, large roots, other vegetation or organic matter, and frozen material. No rocks greater than 3 inches in diameter shall be allowed. Backfill material shall be suitable for future pavement construction over all trenches. B. Cut -Off Walls: 1. Controlled Low Strength Material Backfill (Flo -Fill --See Section 02321). PART 3 — EXECUTION 3.01 Surface Obstructions A. Structures, sidewalk, driveways, curb and gutter, trees, shrubs, lawns, signs, fences, utilities, survey monuments, pavements, lawns, culverts, and other appurtenances which are adjacent to the right of way or work easements, shall be carefully protected against damage. In the event of damage or inadvertent injury or removal of these surface features by failure of the Contractor to exercise reasonable precautions or proper construction techniques, he shall bear the full cost and responsibility for resulting damages and shall replace or repair such damage as early as possible. No allowance for extra payment or time lost will be allowed for such interferences that the Contractor could have suspected or anticipated during site inspection and interpretation of the Contract Documents. B. Clearing, grubbing, and removal of all pavements, sidewalks, curbs, signs, poles, fences, etc., shall be done only as necessary for the completion of the work. Brush, trees, shrubs, concrete, rubble, and other removals which are not intended to be replaced shall be disposed of by the Contractor off the site of work. Burning of trees and brush is not permitted. C. Obstructions which are intended to be replaced shall be stored and protected by the Contractor. Fences, signs, mailboxes, trees, shrubs, and similar features requiring removal, shall be restored to their original position except where permanent removal is indicated. D. Monuments for land surveys encountered in the path of work shall be carefully protected from movement. Should removal be necessary, the Contractor shall notify the Construction Coordinator in advance. The Contractor will set reference stakes and give notice that the monument can be removed. The Contractor will reset the monument after backfilling and settling at no cost to the Owner. The Contractor will also be held responsible for reestablishing monuments lost due to his negligence or failure to notify the Construction Coordinator. 3.02 Subsurface Obstructions A. The approximate location and size of sewers, drains, culverts, irrigation pipes, gas mains, watermains, electric and telephone conduits and other underground structures shown on the drawings are based on records available to the Owner or surface markings indicating their existence. B. The Contractor shall use caution in excavating and trenching so that the exact location of underground structures, both known and unknown, may be determined; he shall be held responsible for the repair of such structures when broken or otherwise damaged during construction. C. The Contractor shall make arrangements with the utility companies for any relocation of interfering utilities. D. When the Construction Coordinator permits the Contractor to make a change to avoid a utility relocation, the Construction Coordinator shall determine whether the change constitutes extra work as defined in the General Conditions. E. Any underground utilities or other structures that are located outside of the construction limits of this contract which the Contractor wishes to have moved to facilitate construction shall be Fossil Creek Community Park Water Feature SECTION 02321 — TRENCHING, BACKFILLING, AND COMPACTING Page 4 of 9 arranged with the owner of such structures; the Contractor shall pay all costs of the accommodation and shall provide written authorization prior to any such activity. F. In the event that there is any question as to whether any of the above enumerated obstructions, underground utilities, or other structures cross or pass through the space occupied by the completed structures of this contract, the Construction Coordinator's decision shall be binding. G. During the construction of the pipelines, it may be necessary to cross under certain sewers, drains, culverts, water lines, gas. lines, electric conduits, and other underground structures. Where necessary, the flow in drains or culverts shall be diverted so that the excavation may be kept dry during the progress of the construction work. Every effort shall be made to prevent damage to such underground structures. Wherever such structures are disturbed or broken, they shall be restored to existing or better condition at no additional cost to the Owner. H. The Contractor shall use sand or gravel backfill beneath said structures. This backfill shall be deposited and thoroughly compacted by mechanical means in layers not to exceed six inches in depth. 3.03 Excavation A. Excavation shall be made in such a manner that the pipe can be laid safely and accurately to the line and grade shown., B. Topsoil shall be salvaged and reused as required. C. The depth of excavation shall extend from the ground surface to the bottom of the pipe bedding. Unnecessary excavation below this required level shall be backfilled at the Contractor's expense with compacted sand, gravel, crushed stone or concrete, as approved by the Construction Coordinator. D. The bottom of the trench must be dug to a depth of 4 inches minimum below the pipe barrel and bell, or as indicated on the Drawings. Bell holes must be hand excavated to allow for proper jointing, and to insure that the pipe rests evenly along the barrel and is not resting on the bell. E. Trench widths shall be limited at the top of the pipe to not less than a 6-inch clearance on either side of the barrel to allow for the free flow of bedding material between the pipe and the trench wall. Maximum trench width at the top of the pipe shall be the outside pipe diameter plus 30 inches, except that the trench width need not be less than 30 inches. The trench above the top of the pipe may be sloped, stepped or vertical, to comply with state and federal regulations. F. No more than 150 feet of trench shall be left open at any time. The entire trench shall be backfilled to within 50 feet of the open trench upon conclusion of each day's work. The trench shall not be backfilled until the pipe installation is reviewed by the ENGINEER. Trench shall be backfilled within 100 feet of the pipe installation at all times. Provide construction fence barricades around open trenches and pits when unattended. Maintain access to residences, commercial enterprises and municipal facilities at all times. Intersecting streets, private drives, and alleys shall be open to local traffic at end of each day, unless otherwise permitted by the Owner. G. Clean-up shall be maintained within 400 feet of the trench excavation. Prior to placement in the trench, all pipe, fittings, and appurtenances shall be cleaned and examined for defects by the CONTRACTOR. If found defective, the CONTRACTOR shall reject the defective pipe, fitting, or appurtenance. The CONTRACTOR shall advise the ENGINEER of all defective materials. All surplus excavation shall be placed, in an orderly manner. If material is stockpiled on private property, written permission must be obtained from the property owner and provided to the ENGINEER. All muck excavation, bedding, and pipe zone material shall be imported unless otherwise designated by the OWNER'S geotechnical engineer. Fossil Creek Community Park Water Feature SECTION 02321 — TRENCHING, BACKFILLING, AND COMPACTING Page 5 of 9 Upon completion of the work, all plants, rubbish, unused materials, concrete forms, and other like material shall be removed from the job site. The site shall be left in a state of order and cleanliness. H. Contractor shall follow the most current regulations concerning excavations set forth by OSHA, 29 CFR Part 1926. 3.04 Rock Excavation A. Rock excavation shall be defined to include all hard, solid rock in ledges, bedded deposits, boulders, buried concrete structures not shown on the plans, and all natural conglomerated deposits so firmly cemented as to possess all the characteristics of solid rock. Removals of isolated masses less than 1/2 cubic yard which are not attached to larger masses will not be considered rock excavation. B. Firmly cemented sedimentary materials in the form of silt -stone, sandstone, shale, or conglomerate, shall be classified as rock if, after several blows with the pointed end of a standard pick applied to the flat surface, the material cannot be loosened, broken down, or penetrated. C. When the Contractor believes he has encountered what may be classified as rock excavation, he shall notify the Construction Coordinator who will test the degree of resistance, and make a final determination. D. The depth of rock excavation in a trench shall be a minimum of 6 inches below the pipe barrel to provide space for a sand or gravel bedding material. Bedding material shall be evenly spread, compacted, and shaped to conform to the pipe. E. Trench width in rock excavation shall not be less than that for ordinary excavation. Maximum trench width shall be the outside pipe diameter plus 18 inches for an unsheathed trench, and not to exceed the outside pipe diameter plus 30 inches for a sheathed trench. F. Blasting will not be permitted unless securing Construction Coordinator's approval, showing evidence of insurance specifically for such work, and demonstrating that the blasting will be conducted to protect adjacent existing or completed work, persons, and surrounding property. The hours of blasting may be fixed by the Construction Coordinator. Any damage caused by blasting shall be repaired or replaced at the Contractor's expense. The Contractor shall ascertain that the method of blasting will be in accordance with state and local ordinances. Any blasting shall be done only under the direct supervision of a certified blaster. 3.05 Sheathing and Bracing A. Where it is necessary to protect nearby structures and pavements, or when the trench must be confined to allow for traffic flow, tight sheathing will be required. The Contractor to call the Construction Coordinator's attention to any unforeseen condition that requires the use of sheathing. Sheathing must be driven unless soil conditions allow the sets to be placed after excavating. If placed after excavating, the voids between the trench wall and sheathing must be immediately filled with sand. B. Removal of sheathing must not take place until the trench is backfilled. Flooding or jetting the trench shall be done after the sheathing is removed. C. The Construction Coordinator may approve, in writing, some or all of the sheathed sets to remain in place. Sheathing ordered left in place shall have the upper portion within 2 feet of a street surface cut off and removed. D. Spot braces, individual shorings spaced at various intervals along trench, portable trench boxes or sliding shields will be considered incidental to the cost of the pipe laying. 3.06 Wet Trench Conditions A. The Contractor shall attempt to dispose of all groundwater or surface drainage seeping in the trench by employing ordinary dewatering techniques such as the use of sump pumps, dikes, etc. Allowing water to flow into the pipe being laid will not be permitted except in the case of a storm Fossil Creek Community Park Water Feature SECTION 02321 —TRENCHING, BACKFILLING, AND COMPACTING Page 6 of 9 sewer where the joints have set. Water entering the installed pipe must flow through the pipe or be pumped out. The installed pipe shall not be used as a reservoir. A temporary stopper or plug must be installed on the upper end of each pipe being laid if there is danger of sand or debris being washed into the pipe. Do not place water so that it ponds on roadway subgrade or adjacent private property. B. Contractor shall follow provisions of Section 02140 Water Control, the approved Water Control Plan, and the Groundwater Discharge Permit. C. If the existing soil in the trench bottom is judged to be unsuitable by the Construction Coordinator after dewatering measures have been taken, a minimum of the top 6-inches of the subgrade shall be removed and replaced with stabilization material. 3.07 Dewatering A. Contractor shall be responsible for maintaining a dry trench by ordinary dewatering techniques, well points, or other measures as approved in the Water Control Plan or by the Construction Coordinator during the course of work. B. If wells are utilized for dewatering, the wells shall be drilled, maintained, and abandoned in accordance with the requirements of the State of Colorado, Office of the State Engineer. 3.08 Granular Base to Replace Poor Subsoil A. At any time material such as muck, sawdust, bark, or other material is encountered which would not form a suitable and permanent base, the Construction Coordinator shall be notified to decide if it should be removed and replaced with suitable granular bedding or stabilization material. The sand or gravel base replacement is to be compacted in 6-inch layers up to the bottom of the normal trench section. 3.09 Granular Bedding A. Bedding material shall be placed from the trench bottom to the pipe spring line in accordance with the Drawings or as required by pipe material specifications. 3.10 Backfilling with Existing Material A. Backfilling shall be accomplished immediately after installation of the pipe unless otherwise approved by the Construction Coordinator. B. Unless otherwise noted on the Drawings, initial backfill material over the pipe to a minimum depth of 1 foot above the pipe shall be granular bedding material or previously excavated granular soil reasonably free of large rock, organic matter, clay or other unsuitable material if approved by the Construction Coordinator. Trench backfill over the initial backfill zone may be previously excavated soil except as determined by the Construction Coordinator to be unsuitable. C. The initial backfill material over the pipe up to a minimum depth of one foot above the pipe shall be filled in by hand and well compacted over and around the pipe with hand tampers or mechanical means to the proper density. Special care shall be taken in placing and tamping the initial backfill material so the alignment and grade of the pipe will not be disturbed nor the pipe damaged. D. When backfilling in frozen material, the Contractor shall cover the pipe and tamp the backfill around the pipe using only loose thawed material. No frozen material shall be placed in the trench. All frozen material shall be kept from around manholes and other structures. 3.11 Granular Backfill A. Granular backfill shall be provided by the Contractor and placed in the trench when the excavated material is unsuitable for backfill or when ordered by the Construction Coordinator. Bank run gravel may be used provided the initial backfill zone (one foot above pipe) has been filled with acceptable granular bedding material. Fossil Creek Community Park Water Feature SECTION 02321 — TRENCHING, BACKFILLING, AND COMPACTING Page 7 of 9 3.12 Trench Compaction A. The pipe trench shall be backfilled to the limits as shown on the Contract Drawings. The backfill in all areas shall be moisture treated to within 2 percent of optimum moisture content (sand soils) or between optimum and 3 percent over optimum moisture content (clay soils), processed to a uniform consistency, placed in 8 inch maximum loose lifts, and compacted by vibrating, tamping, or a combination thereof to 75% relative density for sand material as determined by the relative density of cohesionless soils test, ASTM D4253, or to 95% of the Maximum Standard Proctor Density for cohesive soils as determined by ASTM D698. Where cement sand is utilized, compaction may be achieved using at least 5 passes of a heavy, walk behind or self-propelled, vibratory mechanical compactor. Prior to compaction, sand soils shall be brought to within 2 percent of the optimum moisture content, and clay soils shall be processed to between optimum and 3 percent above optimum moisture content for soil compacted according to ASTM D698. All backfill shall be brought up to equal height along each side of the pipe in such a manner as to avoid displacement. Backfill material shall be distributed in 6-inch maximum lifts over the full width of the trench. Wet, soft or frozen material, asphalt chunks, or other deleterious substances shall not be used for backfill. If the excavated material is not suitable for backfill, as determined by the ENGINEER, suitable material shall be hauled in and utilized and the rejected material hauled away and disposed of. Backfilling shall be conducted at all times in a manner to prevent damage to the pipe or its coating and shall be kept as close to the pipe laying operation as practical. Backfilling procedures shall conform to the additional requirements, if any, of appropriate agencies or private right-of-way agreements. 3.13 Restoration A. Unsurfaced Areas: All surface cuts shall be, as a minimum, restored to a condition equal to that prior to construction. B. Surfaced Areas: All surface cuts shall be, as a minimum, restored to a condition equal to that prior to construction. All gravel or paved streets shall be restored in accordance with the regulations and requirements of the agency having control or jurisdiction over the street, roadway, or right-of-way. C. Grassed or Landscaped Areas: In landscaped or agricultural areas, topsoil, to a depth of 12 inches, shall be removed from the area of general disturbance and stockpiled. After installation of all pipelines, appurtenances and structures and completion of all backfill and compaction, the stockpiled topsoil shall be redistributed evenly over all disturbed areas. Care should be taken to conform to the original ground contour or final grading plans. 3.14 Disposal of Surplus or Undesirable Material A. Surplus material shall include all excavation that is more than the amount needed for backfilling or is undesirable for backfilling. B. The Contractor shall find his own disposal sites, remove and load excess material, haul, and dispose of material. Such material shall become property of the Contractor. Measurement and payment will not be made separately but will be incidental to other Bid Items. 3.15 Field Quality Control A. Moisture and density tests are the responsibility of the Contractor and shall be performed by a private Geotechnical Consultant. B. Field tests will be conducted to determine compliance of moisture/density testing methods with specified density in accordance with ASTM D2922. Fossil Creek Community Park Water Feature SECTION 02321 —TRENCHING, BACKFILLING, AND COMPACTING Page 8 of 9 C. Test results shall be submitted to the Construction Coordinator by the Contractor or the Geotechnical Consultant for approval by the Owner prior to acceptance of the pipeline and shall be made available on the day of the test. D. Moisture/density tests shall be performed at a minimum of once every 200 linear feet, as measured along the pipe, or as determined by the Construction Coordinator. Tests shall be performed at a depth of two (2) feet above the top of the pipe bedding and in two (2) foot vertical increments up to finish grade. A minimum of one test shall be performed in the backfill and one at final grade. A minimum of one test shall be performed for each service line or lateral installation. E. Moisture/density tests in the vicinity of manholes shall be performed at a maximum of one (1) foot away from the manhole section. A test shall be performed in all four directions from the manhole (four tests total per set). A minimum of one set of tests shall be performed for every two (2) feet of backfill material. F. All failed test areas shall be recompacted and retested at Contractor's expense. G. All compaction shall be to a minimum of 95 percent (%) of the maximum Standard Proctor Density unless otherwise noted on the Drawings. H. All compacted material shall be within 2% (+/-) of the optimum moisture content of the soil as determined by ASTM D698. Water shall be added to the material, or the material shall be harrowed, disced, bladed, or otherwise worked to ensure a uniform moisture content as specified. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02321 —TRENCHING, BACKFILLING, AND COMPACTING Page 9 of 9 Bid Item #4 Irrigation To include all materials complete, in place (such as but not limited to the following: Irrigation System) as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writin Bid Item #5 Earthwork and Utilities To include all materials complete, in place (such as but not limited to the following: Water Control, Earthwork, Erosion Control, Sanitary Sewer, Subdrains, Perimeter Drains), as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writing Bid Item #6 Spray Feature To include all materials complete, in place (such as but not limited to the following: Aquatic Play Equipment, Recirculation System, Power Distribution and Controls and revisions to Existing Pump System), as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writin Bid Item #7 Hardscape To include all materials complete, in place (such as but not limited to the following: Site Preparation, Base Materials, Structural Fill, Sidewalks, Plazas, Concrete Steps, Shotcrete Walls, Vault Door), as indicated on the Drawings, and in the Specifications. Lump Sum Price $ In Writing TOTAL BASE BID — BID ITEMS 1 THROUGH 7 Lump Sum Price $ In Writing ADDITIONS/DELETIONS Add or subtract the following amounts for the items listed below. Alternate Bid Item #1. Sand Play Area To include all materials complete, in place, as indicated on the Drawings, and in the Specifications. Lump Sum Price $ (add) In Writinq Rev10/20/07 Section 00300 Page 3 SECTION 02348 — GEOTEXTILE STABILIZATION FABRIC PART 1 — GENERAL 1.01 Summary A. Provide geotextile stabilization fabric as shown and as specified. Comply with applicable provisions of Div. 0 and 1. 1.02 Submittals A. Product Data: Submit geotextile fabric data. Include material samples, certification of physical properties, and installation procedures.02] Select reference to 01010 or 01330 for submittal procedures. B. Make submittals in accordance with Section 01010/01330. 1.03 Storage and Handling A. Store and handle fabric in accordance with manufacturer's instructions. PART 2 — PRODUCTS 2.01 Geotextile Stabilization Fabric A. Fabric shall be a woven polypropylene, polyethylene, or polyamide material with very high installation survivability whose function is to provide subgrade reinforcing. B. Provide fabric with the following performance and in-service properties (properties shall be in both principal fabric directions where applicable): Property Value Test Weight 6 oz/ydz (min.) ASTM D3776 Tensile Strength 270 lb (min.) ASTM D4632 Elongation 15% (min.) ASTM D4632 Puncture Strength 110 lb (min.) ASTM D4633 Mullen Burst Strength 430 psi (min.) ASTM D3786 Water Flow Rate 4 gal/min/ftz (min.) ASTM D4491 Apparent Opening Size (AOS) 40 sieve ASTM D4751 PART 3 — EXECUTION 3.01 Fabric Installation A. Install fabric as shown and in accordance with manufacturer's recommendations. Fabrics and keyed in sections shall be installed as shown in Construction Plans. B. Areas to be covered by fabric shall be cleared of debris and other items which could tear or puncture material. Roll out fabric on surface and manually pull taut to remove wrinkles. C. If lapping of fabric is required, minimum overlap shall be 2 ft on parallel strips and 3 ft on butt strips. Overlaps may be eliminated if fabric sections are either factory or field sewn. Seam strength shall be at least 80% of fabric tensile strength. D. After placement, make provisions to prevent lifting or movement of fabric by wind. Repair or replace torn or punctured fabric in accordance with manufacturer's instructions; no extra compensation will be allowed. Cover fabric within 72 hr of placement. Do not allow vehicles on fabric until after backfill or aggregate is placed. E. Place initial lift of backfill or aggregate in a manner that will not cause damage to fabric. Wheel or tread rut depth caused by construction equipment shall not exceed 3 in. Fill all surface ruts with additional material; smoothing of ruts without adding material will not be allowed. Fossil Creek Community Park Water Feature SECTION 02348 — GEOTEXTILE STABILIZATION FABRIC Page 1 of 2 F. At existing or proposed trees and shrubs, fabric will be suitably stapled to prevent uplift at exposed edges. G. Permanent fabric shall be installed with 1" of topsoil applied uniformly on top of the fabric. Care shall be taken to ensure soil mixes into the fabric matrix adequately to support root growth. Seed is then applied to top of soil followed by a temporary erosion control fabric. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02348 — GEOTEXTILE STABILIZATION FABRIC Page 2 of 2 DIVISION 2 SECTION 02375 — SITE ROCK WORK PART 1 - GENERAL 1.01 Section Includes A. The work of this section shall include excavation, grading and installation of site boulders placed at the locations shown on the Drawings. The materials to be used for the construction of such structures shall be as specified herein. Site Rock Work includes the following: 1. Boulder Walls 2. Landscape Boulders 3. Sandstone Boulders 1.02 Related Sections A. Section 02210 -Earthwork & Grading PART 2-PRODUCTS 2.01 Materials A. Sandstone Boulders: 1. Stone Type: Colorado Buff Sandstone 2. Approved Suppliers: a. Arkins Park Stone Quarries, 970-663-1920 b. Tribble Stone, 303-444-1840 c. Or approved equivalent. 2. Boulder sizes shall be as indicated on the drawings. $. River Rock Boulders: 1. Stone Type: Large Rounded Granite River Rock (no sharp edges or fractures) 2. Approved Suppliers: a. stockpiled on site 3. Boulder sizes shall be as indicated on the drawings. Where plans do not specify specific sizes, sandstone boulder sizes shall range between 0.5 ton and 1.5 tons. An even mix of the full ranges of sizes shall be provided (not all 0.5 ton). PART 3 - EXECUTION 3.01 Handling A. Handling of the stone/boulders shall be carried out in such a way that the stones/boulders are not damaged or scarred. Damage stones/boulders may be rejected by the Owner. 3.02 Placement A. Placement of Sandstone Boulders: Fossil Creek Community Park Water Feature SECTION 02375 — SITE ROCK WORK Page 1 of 2 1. Place stone/boulders with flat side up and most attractive face (as determined by Owner's Representative) facing activity areas, unless otherwise noted or directed by the Owner's Representative. 2. Vertical Joints: chisel or hammer stone as required to achieve joint widths as indicated on the drawings. Stone chinking will not be allowed. 3. Horizontal Joints: Joints between horizontal courses of stone shall be level, unless otherwise noted. 4. Tolerance: Top of Boulder or Top of Wall elevations shall be within 0.1 of the designed elevation. Horizontal coursing 5. Bury approximately 1/3 the height of the stone/boulder, unless otherwise noted. 6. Locations and quantity shall be as indicated in the drawings. Final placement of stone/boulders shall be reviewed and approved on site by the Owner's Representative prior to placing paving, surfacing and landscaping in abutting areas 7. Upon completion of Owner accepted setting of boulders, rocks will be clean and debris free. B. Placement of River Rock Boulders: 1. Place stone/boulders in the configuration shown on the drawings. 2 Bury approximately 1/3 the height of the stone/boulder, unless otherwise notes. 3 Locations and quantity shall be as indicated in the drawings. Final placement of stone/boulders shall be reviewed and approved on site by the Owner's Representative prior to placing paving, surfacing and landscaping in abutting areas. 3.03 Clean Up A. Remove unneeded stone debris from the site. B. Clean dirt, debris, trash and other deleterious material from stone surfaces and surrounding areas. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02375 — SITE ROCK WORK Page 2 of 2 SECTION 02507 — PVC PLASTIC PIPE AND FITTINGS PART 1 -GENERAL 1.01 Summary A. Provide pipe and fittings as shown and as specified. 1.02 Related Sections A. Section 02321 - Trenching, Backfilling, and Compacting 1.03 Submittals A. Test Reports: Upon request, submit three certified copies of test and inspection reports in accordance with applicable ASTM Standards. B. Product Data: Submit product data for pipe, fittings, and gaskets. C. Accurately record locations of fittings and field changes. Prior to final application for payment, deliver record drawings to Owner. 1.04 Material Handling A. Carefully unload and store pipe to prevent chipping, cracking, or -damage to surface coatings. Pipe shall not be skidded upon ground. Repair damaged coatings. B. Pipe or fittings shall not be dropped. Damaged pipe or fittings shall not be installed. C. Lubricant shall be stored or handled in a manner to prevent contamination of the lubricant. D. Rubber gaskets shall be stored in a location which protects them from deterioration. E. Pipe shall be stored in accordance with manufacturer's specifications. PART 2 - PRODUCTS 2.01 PVC Plastic Pipe, General A. PVC pipe, fittings, and accessories shall be of material and type indicated in the Drawings and shall conform to the quality and type specified in this Section. If not designated, use the material listed below. Each pipe shall be stamped or indelibly marked with its type and class and the manufacturer's name or mark. 2.02 PVC Gravity Pipe A. All gravity pipe and fittings shall be manufactured in accordance with ASTM D3034. The standard dimension ratio (SDR) of plastic gravity pipe shall not exceed 35. B. All PVC pipe and fittings shall be made from PVC components that conform to ASTM D1784. C. All joints shall be bell and spigot type and shall be manufactured in accordance with ASTM D3212. All gaskets shall be of o-ring type and manufactured in accordance with ASTM F477. All bells shall be formed integrally with the pipe and shall contain a factory installed elastomeric gasket, which is positively retained. 2.04 Bedding A. PVC pipe shall be bedded in accordance with the Drawings (see standard details) using CDOT #67 granular material place to a minimum of one (1) foot above the top of pipe. Refer to Section 02321 for Trenching, Backfilling, and Compacting specifications. 2.05 Tees and Wyes A. Tees and wyes shall be of the diameter indicated consisting of a standard or short length of main pipe with a factory fabricated spur attached. Joining of spur to main line pipe shall provide strength, water -tightness, and a flush inside surface of the main line pipe. All work shall be done in accordance with the Drawings (see standard details). Fossil Creek Community Park Water Feature SECTION 02507 — PVC PLASTIC PIPE AND FITTINGS Page 1 of 3 2.06 Gravity Pipe Couplings A. ASTM C 1173, rubber or elastomeric sleeve and stainless band assembly fabricated to mate with OD of pipes to be joined, for nonpressure joints. 2.07 Gravity Pipe Couplings A. Cast -in -place concrete shall be in accordance with Section 03300. PART 3 — PRODUCTS 3.01 Line and Grade A. Contractor shall provide line and grade at a convenient offset. Contractor shall be responsible for preservation of line and grade markings and if disturbed, shall pay actual cost of replacement. B. Contractor shall transfer line and grade from offset to sewer by means of laser beam equipment or other approved methods. Inform Owner of proposed methods and equipment prior to construction. Discontinue methods that do not produce accurate control for setting line and grade. 3.02 Line and Grade A. PVC pipe installation, including trenching, bedding, backfill, and compaction, shall be done in accordance with the Drawings and with Section 02321, Trenching, Backfilling, and Compacting. Pipe shall be joined in accordance with manufacturer's recommendations and as specified below. B. Where practicable, begin at lowest point of proposed sewer line; lay with bell end or receiving groove edge upstream in direction of laying. C. Pipe shall be laid immediately following the trench preparation and bedding provisions of Section 02321 and of the Drawings. D. Exercise care when handling pipe. Ropes, nylon slings, or other devices must be used for lowering pipe into trench. Only pipe which is suitable for use is to remain on site. Damaged or broken pipe shall be immediately separated from acceptable pipe. E. Lay pipe uniformly to line and grade on a prepared bed providing even support along entire barrel. Excavate bell holes in bedding material so pipe will rest on barrel and not on bell. As work progresses, interior of sewer shall be cleared of dirt and debris. Do not lay pipe where water is above bedding material except where Owner determines that foundation is stable, pipe will not be displaced upward, and joint construction will not be affected by water. F. Joint materials and methods shall conform to manufacturer's recommendations. G. Rubber -type gasket joint shall be made using lubricant of vegetable origin. Groove in spigot shall be lubricated before setting gasket. Prior to connecting pipe joints, all surface of the joint shall be clean, dry, and completely free of dirt. When final grade is achieved, the joint shall be carefully pushed home using approved methods of leverage. Seating of the gasket shall be checked around the entire circumference of the pipe by visual and feeler gauge inspection. H. At all watermain crossings provide and install watertight external gasket joint sealant a minimum of 10 feet to each side of the watermain crossing or at two pipe joints, whichever is greater. Follow manufacturer installation specifications. I. Each pipe shall be bedded by hand or by equally careful means to 12-inch cover before laying subsequent pipes. Fill space between pipe and trench wall in 6-inch layers and manually compact. Pipe sizes larger than 15 inches diameter may require mechanical compaction of bedding material. J. Pipes shall be laid with straight alignment between adjacent manholes and/or inlets. K. When work is not in progress, securely close ends of pipe fittings so that no trench water, earth, or other substances will enter pipe. 3.03 Alignment and Grade Fossil Creek Community Park Water Feature SECTION 02507 — PVC PLASTIC PIPE AND FITTINGS Page 2 of 3 A. Owner reserves the right to require further tests of alignment and grade if video tape and inspections indicate additional tests are necessary in the Engineer's opinion. If so directed, Contractor shall check alignment and grade by the lamping method. If pipe shows poor alignment, offset or open joints, sags or kinks; defects shall be corrected by Contractor before final acceptance. If defects are found due to failure of proper installation or sound materials, Contractor shall pay for and promptly correct defects. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02507 — PVC PLASTIC PIPE AND FITTINGS Page 3 of 3 SECTION 02535 — Sandscape Texture TM PART 1 - GENERAL 1.1 Work Included A. Full depth Sandscape TextureTM Concrete. 1.2 Description — Sandscape TextureTM Concrete Includes: A. Materials: concrete, integral color, surface treatment. B. Pressurized cleaning equipment C. Concrete placement and finish D. Surface treatment E. Sealer Application 1.3 Submittals A. Submit samples as required showing color, finish and sealer . B. Color chart C. Product data D. Equipment data 1.4 Contractor A. Cast in place Sandscape TextureTM Concrete is to be installed by a decorative concrete contractor with a minimum of 3 years experience installing Sandscape TextureTM Concrete. The contractor shall submit a list of several prior installations for the customer to view in order to evaluate the overall level of quality and expertise demonstrated by the contractor. B. Preferred installer to be Colorado Hardscapes, Inc.: 8085 E. Harvard Ave., Denver, CO 80231, Phone: 303-750-8200, Fax: 303-750-8886 or approved equal PART 2 PRODUCTS 2.1 Concrete A. Mix Design a. Concrete shall have a minimum of 3,500 psi (per ACI 318) or as required by local building codes or industry standards, whichever is higher b. Portland Cement shall conform to ASTM C150, C595 or C1157 depending on soil conditions. C. Aggregate shall conform to ASTM C33 d. Air entrainment shall conform to ASTM C260 Fossil Creek Community Park Water Feature SECTION 02535 — SANDSCAPE Page 1 of 2 2.2 COLORING, TEXTURE AND SEALING MATERIALS A. The concrete shall be colored with the following Sandscape TextureTM color: Prairie B. CHI 027 Surface Treatment will be used for texturing. C. Coordinate Sealing with Artist for art work installation PART 3 EXECUTION 3.1 Installation A. The area to receive Sandscape TextureTM concrete shall have the sub -grade prepared as required as for any concrete slab on grade. B. The formwork shall be installed in accordance with the drawings. The slab thickness shall be consistent with that of ordinary concrete slabs under the same conditions. C. Provide reinforcement as specified. D. Control joints and/or expansion joints shall be provided in accordance with the drawings and the guidelines established by the American Concrete Institute. As with any concrete slab, Sandscape TextureTM concrete usually contains construction joints, control joints and expansion joints. The contractor shall advise and work with the architect/engineer to determine the best location for these joints to minimize the visibility of the joints and to minimize unsightly cracking. E. All concrete flatwork shall be performed under the direct supervision of a Craftsman holding the following certificate: American Concrete Institute (ACI) Concrete Flatwork Finisher and Technician (ACICFFT). A minimum of one certified Craftsman is required at each finishing operation. F. The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface using standard finishing techniques. G. Surface Treatment will be applied and cleaned off with proper equipment. H. After the initial curing period the surface of the slab shall be sealed. 3.3 Installation Tolerances A. Uniformly finish the concrete surface B. Uniformly apply the CHI 027 surface treatment C. Install control joints in a timely manner to minimize random cracking. D. Remove the surface down to the fine aggregate using pressurized equipment. Care is to be taken in not leaving any deep or shallow inconsistencies in the overall Sandscape TextureTM. E. Evenly apply the recommended sealer F. Clean up project site END OF SECTION Fossil Creek Community Park Water Feature SECTION 02535 — SANDSCAPE Page 2 of 2 DIVISION ,2 SECTION 02722 - DRAINAGE STRUCTURES AND PIPING PART 1 - GENERAL 1.01 Work Included A. Site drainage work as shown on the drawings. Site drainage system work includes, but is not limited to, the following: 1. PVC Drain Pipe. 1.02 Related Sections and Documents A. Section 02750: Concrete Paving. B. Drawings and general provisions of the Construction Contract, and Division-1 Specification sections apply to work of this section. 1.03 Protection of Property and Safety Measures A. Property and Utilities: All trees, shrubs, flowers, fences, buildings, walks, roadways, and other property shall be protected from damage. Any damage to said property shall be repaired or replaced to the Owner's satisfaction at the Contractor's expense. Open trenches left exposed shall be flared and barricaded as per OSHA regulations by the Contractor. Contractor shall restore all areas to their original condition. Contractor shall be responsible to contact utility companies and the Owner's representative for staked locations of all utilities on the property. If staked utilities are damaged by the Contractor, the utilities shall be repaired at the Contractor's expense. 1. All trenching and other work within 3 feet of existing trees shall be done by hand so as not to damage tree roots or limbs. All trenches shall be no less than one foot from the trunk of any tree. Promptly notify Owner's Representative of unexpected sub -surface conditions. B. Replacement of Paving and Curbs: Damage caused by trenching, crossing existing and/or proposed roadways, paths, curbing, etc. shall be kept to a minimum and all damaged areas shall be restored to their original condition. This will include compaction of subgrade to 95% relative compaction. C. Restoration shall take the following course: Matching existing paving sections for asphalt paving. Thoroughly compact sub -base, base course, and bituminous course, matching grade of existing paving. No rough or rolled grades will be allowed. Concrete paving - concrete to match adjoining concrete work, with expansion joints. Sidewalks - concrete to match adjoining concrete work. 1.04 Quality Assurance A. For all site drainage work, conform to specifications and standards of local jurisdiction to the extent that they are more restrictive than specified herein. Fossil Creek Community Park Water Feature SECTION 02722 - DRAINAGE STRUCTURES Page 1 of 3 Alternate Bid Item #2. Fence and Landscape Improvements on top of Vault To include all materials complete, in place, as indicated on the Drawings, and in the Specifications. Lump Sum Price $ (add) In Writi Alternate Bid Item #3. Existing Shelter Relocation To include all materials complete, in place, as indicated on the Drawings, and in the Specifications. Lump Sum Price $ (add) In Writi Alternate Bid Item #4. Sandscape Concrete in Spray Feature To include all materials complete, in place, as indicated on the Drawings, and in the Specifications. Lump Sum Price $ (add) In Writi Alternate Bid Item #5 Color Concrete Perimeter of Spray Feature To include all materials complete, in place, as indicated on the Drawings, and in the Specifications. Lump Sum Price $ (add) In Writing Alternate Bid Item #6 Remove Sandstone Retaining Wall Type 2 To include all materials complete, in place, as indicated on the Drawings, and in the Specifications. Lump Sum Price $ (subtract) In Writing UNIT PRICES For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required labor, materials, permits, equipment, implements, testing, parts and supplies necessary for, and incidental to proper installation, as indicated on the Drawings, and in the Specifications. 1. The Contractor agrees that for requested and/or required changes in the scope of work, the Contract Sum shall be adjusted in accordance with the following unit prices, where the Owner elects to use this method of determining costs. 2. The Contractor is advised that the unit prices will enter into the determination of the successful bidder. Unreasonable prices may result in rejection of the entire bid proposal. Rev10/20/07 Section 00300 Page 4 PART 2 - PRODUCTS 2.01 Materials A. Fittings: Furnish ells, tees, wyes, couplings, flared end sections, and other fittings of the same type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Owner's Representative. B. PVC Sewer Pipe: ASTM D3033, Type PSP, SDR 35; or ASTM D3034, Type PSM, SDR 35 with PVC, ASTM D3033 or D3034, solvent cement joints complying with ASTM D2855 using solvent cement complying with ASTM D2564; or elastomeric joints complying with ASTM D3212 using elastomeric seals complying with ASTM F477. 1. Pipe to be perforated or solid as noted on plans. 2.02 Soil Materials A. Pipe Bedding and Cover: Crushed rock or gravel, maximum 1.5" size, uniformly graded, 30 to 50% passing No. 4 sieve, 3 to 12% passing No. 200 sieve. B. Backfill: On -site materials as approved by Soils Engineer. PART 3 - EXECUTION 3.01 Preparation A. General: Install pipe in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. 1. Inspect pipe before installation to detect any apparent defects. Mark defective materials with paint and promptly remove from the site. 2. Lay pipe beginning at the low point of system, true to the grades and alignment indicated with unbroken continuity of invert. B. Plastic Pipe: Install plastic pipe in accordance with manufacturer's installation recommendations, in accordance with ASTM D2321. 3.02 Installation A. Layout site drainage work and establish extent of excavation by area and elevation. Set required lines, levels, and elevations. B. Contact Owner's Representative upon finding any discrepancy in required lines, levels, and elevations. C. Perform excavating and backfilling as required to install site drainage work. D. Install site drainage system true to grade and alignment indicated. Provide necessary equipment for lowering pipe safely into trenches. Handle pipe and accessories to prevent damage. Damaged materials replaced at Contractor's expense. 2. Do not place pipe in water, nor when trench or weather is unsuitable for site drainage work. Fossil Creek Community Park Water Feature SECTION 02722 - DRAINAGE STRUCTURES Page 2 of 3 3. Remove all dirt and foreign material from pipe before installation. Provide bulkheads as required to prevent entrance of dirt or water after installation. 4. Lay and fit pipe sections to provide a smooth, uniform invert, with sealed joints and full bearing in bedding material. Provide continuous fall in flow direction. 5. Cut pipe ends entering structures flush with inner face of structures. Make tight epoxy grouted connections between drainage structure and pipe as required. Contractor shall make excavations, installing drainage structures, related accessories, backfilling, compacting backfill and leaving sites in a clean, neat condition. 6. Obtain required inspections and perform testing prior to backfilling. Remove obstructions, replace damaged components, and retest as required. Provide a satisfactory free flowing site drainage system. 3.03 Backfilling A. Conduct backfill operations of open -cut trenches closely following laying, jointing and bedding of pipe, and after initial inspection and testing are completed. B. Place bedding material in bottom of trench before installing pipe. After pipe and connections are in position, place and compact bedding and cover material using hand methods to one foot over top of pipe, compacted to 95%, Standard Proctor. Backfill to grade as specified in Section 02200. 3.04 Testing A. Perform testing of completed conduit lines in accordance with local authorities having jurisdiction. END OF SECTION 02722 Fossil Creek Community Park Water Feature SECTION 02722 - DRAINAGE STRUCTURES Page 3 of 3 DNISION 2 SECTION 02750 — CONCRETE PAVING PART 1 - GENERAL 1.01 Included A. Bidding Documents and Information, Conditions of the Contract and Division 1 - General Requirements apply to the Work of this Section of the Specifications. B. Section Includes: 1. Sidewalks, curb and gutter, plazas and exterior slabs 2. Integrally Colored Concrete Pavement 3. Waterstop for Exterior Pavement 1.02 Related Sections: A. Section 03240 — Fibrous Concrete Reinforcing B. Section 07900 -Joint Sealers: Colored sealants for joints. C. Section 03300 — Cast -In -Place Concrete 1.03 References A. Geotechnical Engineering Report prepared by Terracon, dated 3/11/2001 B. American Concrete Institute: 1. ACI 301 - Structural Concrete for Buildings. 2. ACI 305R - Hot Weather Concreting. 3. ACI 306R - Cold Weather Concreting. 4. ACI 316R - Recommendations for Construction of Concrete Pavements and Bases. C. American Society for Testing and Materials: 1. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. 2. ASTM C979 - Pigments for Integrally Colored Concrete. 1.04 Submittals A. Submit product data and manufacturer's instructions for: 1. Pigments. 2. Curing compounds. 3. Color Hardener and Release Agents. 4. Reinforcing and Concrete Mix Designs B. Samples: 1. Submit sample chip(s) of specified color(s) indicating pigment number(s) and required dosage rate(s). Submittals are for general verification of color and may vary somewhat from concrete finished in field according to Specifications. 2. Submit samples of imprinted concrete color samples. Fossil Creek Community Park Water Feature SECTION 02750 - CONCRETE PAVING Page 1 of 6 1.05 Quality Assurance A. Perform work in accordance with ACI 301 and ACI 316R. B. Conform to ACI 305R during hot weather. C. Conform to ACI 306R during cold weather. D. Obtain materials from same source and maintain high degree of consistency in workmanship throughout Project. E. Installer Qualifications: Concrete shall be finished by firm with five years experience with work of similar scope and quality. F. Colored Concrete Field Samples: 1. Provide field sample under provisions of Section 01400. 2. At location on Project selected by Owner's Representative, place and finish 4 x 4 feet area demonstrating materials, workmanship, and curing method to be used throughout Project. 3. Retain samples of cements and aggregates used in mock-up for comparison with materials used in remaining Work. 4. Accepted field sample provides visual standard for work of Section. 5. Field sample may remain as part of Work. However, it can be removed when no longer required for comparison with finished work. G. Where work occurs in public rights -of -way, it shall conform strictly to current government specifications. 1.06 Delivery, Storage and Handling A. Pigments: Comply with manufacturer's instructions. Deliver pigments in original, unopened packaging. Store in dry conditions. 1.07 Project Conditions A. Colored Concrete Environmental Requirements: 1. Schedule placement to minimize exposure to wind and hot sun before curing materials are applied. 2. Avoid placing concrete if rain, snow, or frost is forecast within 24 hours. Protect fresh concrete from moisture and freezing. 1.08 Performance Requirements A. Pavement design and installation shall accommodate Light duty commercial vehicles and trash removal. PART 2 - PRODUCTS 2.01 Forms A. Forms may be either stationary or slip -form type. If slip forms are used, finished surfaces shall be of quality equal to that produced by stationary forms. B. Stationary forms shall be steel or wood, free of distortion and defects, and of appropriate size and strength. Use flexible spring steel forms or laminated boards to form radius bends. Apply nonstaining, clear, paraffin -based form oil. 2.01 Concrete Mix A. Mix and deliver concrete in accordance with ASTM C94. Fossil Creek Community Park Water Feature SECTION 02750 - CONCRETE PAVING Page 2 of 6 C. Mix Design: Concrete mix shall comply with the Geotechnical Engineering Report prepared by Terracon dated 3/11/2001. The Geotechnical Engineering Report is available D. Cement: Color shall be gray. E. Sand: Color shall be locally available natural sand. F. Admixtures: Do not use calcium chloride admixtures. 2.02 Reinforcement A. Fiber reinforcement shall comply with Section 03240. B. Welded wire fabric shall comply with ASTM A185; furnish flat sheets. C. Reinforcement bars shall comply with ASTM A615, Grade 60. 2.03 Pigments for Integrally Colored Concrete: A. Manufacturer: 1. Davis Colors manufactured by Davis Colors; phone 213-269-7311, or approved equivalent. 2. Substitutions: Comply with Section 01600 for substitution request procedures. B. Materials: Pigments shall contain pure, concentrated mineral pigments especially processed for mixing into concrete and complying with ASTM C979. C. Packaging: If pigments are to be added to mix at Site, furnish pigments in pre -measured Mix - Ready disintegrating bags to minimize job site waste. D. Colors: a. Concrete mix shall contain the dosage rate of pigments indicated in the manufacturer's instructions. Dosage rate shall be based on weight of portland cement, fly ash, silica fume, lime and other cementitious materials but not aggregate or sand. Refer to the "Site Concrete Schedule" and to the site plans for locations of the various colors of concrete. b. Colored Plaza: Flagstone Brown, 3 lbs of pigment, 641 per cubic foot of Type II cement (2%) 2.04 Accessories A. Curing Compound for Standard Grey Concrete: Prokrete Apromulsion @ 50A, white or Acceptable Substitution. B. Curing Compound for Colored Concrete: Curing compound shall comply with ASTM C309 and be approved by pigment manufacturer for use with colored concrete. Provide W-1000 Clear Cure & Seal and Color Seal II tinted to match colored concrete and manufactured by Davis Colors. Color Seal II will only be used where indicated on the plans. If not specified on the plans, Clear Cure and Seal shall be used. B. Sealants: Joint sealers shall be type specified in Section 07920. Provide in color matching colored concrete. C. Forms: Wood, masonite or steel, profiled to site conditions. D. Joint Filler: Adjacent to Rocks, Walls and Other Areas Requiring a Sealant: Neoprene Sponge Rubber ASTM D1752 Type I, 1/2 inch thick, with strippable top. E. Other Joints: Asphalt impregnated fiberboard, ASTM D1751 1/2 inch thick by full depth of concrete. F. Reinforcing Steel: ASTM A615; 40 ksi; deformed bars. G. Waterstop: Manufactured by Vinylex, Split Ribbed, Model Number RS136-38 Fossil Creek Community Park Water Feature SECTION 02750 - CONCRETE PAVING Page 3 of 6 PART 3 EXECUTION 3.01 Sample A. Provide a 4' X 4' sample of each proposed concrete color and finish for review by the Owner's Representative prior to placement of sidewalks or pavement. Obtain written authorization to proceed prior to placing remaining walk. The sample may become a part of the permanent work if approved by the Owner. If the sample is not approved, the Contractor shall remove the test section from the site and shall place another sample for approval. 3.02 Examination and Preparation A. Verify grades and elevations of base. Remove loose material from compacted subgrade. Proof - roll subgrade; give notice of unstable areas. Moisten subgrade to provide a uniformly damp condition. B. Verify compacted subgrade is ready to support paving and imposed loads. ASTM D698, Minimum Percent Compaction: 95 C. Moisten substrate to minimize absorption of water from fresh concrete. D. Set clean forms to required grades and lines, rigidly braced and secured. Sidewalks shall be minimum 5-inch thick, except provide minimum 8-inch thickness at Trash Compactor Slab in Maintenance Yard. D. Check tolerances as follows (slip form methods shall produce equivalent results): 1. Top of form: 1/8 inch in 10 feet 2. Alignment of vertical face: 1/4 inch in 10 feet E. Adjust manholes and utility structures to grade. 3.03 Forming A. Place and secure forms to correct location, dimension, and profile. B. Place expansion joints at intervals shown on drawing maximum. C. Coordinate utility pads with respective Division 15 and Division 16 Contractors. D. Place joint filler between paving components and building or other appurtenances. E. Form for handicap accessibility at curbs and gutters as shown. 3.04 Placing Reinforcing A. Where indicated on the drawings, sidewalks, plazas exterior slabs and utility pads shall be reinforced with 6 x 6 - W I A x W I A fabric installed in the top 1 /3 of the slab. Interrupt reinforcing at construction joints. Support wire fabric in position prior to pouring concrete. Minimize lifting wire fabric during placement of concrete. B. Refer to section 03240 for Fibrous Reinforcing information. C. Place and support steel reinforcement as specified in Section 03200/03300. D. Reinforcement for concrete stairs shall be as shown on drawings. E. Coordinate installation of rocks into formwork. 3,05 Mixing Color Pigments A. Pigments: Mix in accordance with manufacturer's instructions. Mix until pigments are uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated. B. Schedule delivery of concrete to provide consistent mix times from batching until discharge. Fossil Creek Community Park Water Feature SECTION 02750 - CONCRETE PAVING Page 4 of 6 3.06 Placing Concrete A. Place concrete in accordance with ACI 301 and Section 03050. B. Do not disturb reinforcement, embedded components, or formed joints during concrete placement. C. Place concrete continuously between predetermined construction joints. D. Apply curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. 3.07 Finishing A. Provide uniform joint patterns as shown on drawings, with dummy joints at 10 foot o.c. where not otherwise shown. Sawed joints should be cut within 24 hours of concrete placement, and should be a minimum of 25% of slab thickness. B. Sidewalks: Medium broom, radius edges and trowel joint. Remove joint tool marks so only vertical joint is visible. Heavy broom finish and scoring required by ADA at handicap access ramp and curb ramp locations C. Slope or cross slope walks and slabs to provide positive drainage. D. Broomed: Pull broom across freshly floated concrete to produce fine, medium texture in straight lines perpendicular to main line of traffic. Do not dampen brooms. 3.08 Joints A. Construct expansion, weakened -plane control (contraction), and construction joints straight with face perpendicular to concrete surface. Construct transverse joints perpendicular to centerline, unless otherwise detailed. B. Weakened -Plane Control or Contraction Joints: Provide joints at spacing of 15'-0" on centers maximum each way. Construct control joints for depth equal to at least % of the concrete thickness, as follows: 1. Form tooled joints in fresh concrete by grooving top with recommended tool and finishing edge with jointer. 2. Form sawed joints using powered saws equipped with shatterproof abrasive or diamond - rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. C. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for period of more than %z hour, except where such placements terminate at expansion joints. Construct joints using standard metal keyway -section forms. D. Expansion Joints: Locate expansion joints at maximum of 180'-0" on centers maximum each way unless otherwise shown on the Construction Drawings. Provide pre -molded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, sidewalks, and other fixed objects. E. Joint Fillers: Extend joint fillers full -width and depth of joint, and not less than % inch or more than 1 inch below finished surface where joint sealer is indicated. Furnish joint fillers in 1-piece lengths for full width being placed, wherever possible. Where more than 1 length is required, lace or clip joint filler sections together. F. Joint Sealants: Joints shall be sealed with approved exterior pavement joint sealants and shall be installed in accordance with manufacturer's recommendations. 3.09 Damaged Work A. Concrete work shall be protected from damage as a result of settlement, vandalism, construction activity, or other causes. Fossil Creek Community Park Water Feature SECTION 02750 - CONCRETE PAVING Page 5 of 6 B. Cracked or otherwise damaged sidewalks shall be removed and replaced. 3.10 Curing A. Colored Concrete: Apply curing compound for colored concrete in accordance with manufacturer's instructions. 3.11 Color Tolerances A. Minor variations in appearance of colored concrete, which are similar to natural variations in color and appearance of un-pigmented concrete, are acceptable. 3.12 Repair and Protection A. Repair or replace broken or defective concrete. Remove surface stains. Protect concrete from damage until Substantial Completion. B. Prior to final inspection, sweep concrete and wash free of stains, dirt, and other foreign material. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02750 - CONCRETE PAVING Page 6 of 6 DIVISION.2 SECTION 02810- IRRIGATION SYSTEM PART 1: GENERAL 1.1 SCOPE Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system renovations, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: A. Procurement of all applicable licenses, permits, and fees. B. Coordination of Utility Locates ("Call Before You Dig"). C. Installation of new irrigation equipment and connections to existing irrigation system as shown on the plans and stated herein. D. Field location of existing mainline and spare control wires. E. Cutting and capping of laterals and mainline during construction. It is the responsibility of the contractor to coordinate control of existing irrigation system during construction. F. The contractor is responsible for any plant material damaged by actions associated with demolition and new connections to existing irrigation system. G. Maintenance period. H. Sleeving for irrigation pipe and wire. 1.2 WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: A. Payment of all development, plant investment, or any other fees and permits associated with the purchase and installation of the tap. B. Coordination of Utility Locates ("Call Before You Dig"). C. Excavation, installation, and backfill of tap into municipal water line. D. Excavation, installation, and backfill of water meter and vault. E. Provision and connection of electrical power supply to the irrigation control system. F. Installation of pumping plant for irrigation system. 1.3 SUBMITTALS A. Submit samples under provisions of Submittals Section of Specifications. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page l of l I B. Deliver four (4) copies of all required submittals to the Owners' Representative within 15 days from the date of Notice to Proceed. C. Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. D. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. E. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to the installation detail. F. Project Record Drawings: Submit project record (as -built) drawings to Owner prior to commencement of maintenance period (refer to specification section 3.12 for specific requirements). 1.4 RULES AND REGULATIONS A. Work and materials shall be in accordance with the latest edition of the National Electric Code, the Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. When the contract documents call for materials or construction of a better quality or larger size than required by the above -mentioned rules and regulations, provide the quality and size required by the contract documents. C. If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. 1.5 CONSTRUCTION REVIEW The purpose of on -site reviews by the Owners' Representative is to periodically observe the work in progress and the Contractor's interpretation of the construction documents and to address questions with regards to the installation. A. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the Owners' Representative as required by these specifications. B. Impromptu reviews may occur at any time during the project. C. Final review will occur at the completion of the irrigation system installation and Record (As -Built) Drawing submittal. 1.6 GURANTEE/ WARRANTY AND REPLACEMENT The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. A. For a period of two years from commencement of the formal maintenance period, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within seven Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 2 of I I 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 3. Unit prices for irrigation shall include pipe, fittings, valves, concrete thrust block and stablizers, and other items shown on the Drawings, as described in the Specifications or recommended by the manufacturer as part of the installation. DEMOLITION ITEM Demo — Existing Curb Demo — Existing Asphalt Roadway Demo — Asphalt Saw Cutting Protection Fence - 4' Snow Fence with 'T' posts EARTHWORK AND UTILITIES ITEM Pot Holing Imported Fill Earthwork - Cut and Stockpiling Earthwork — Fill Imported Structural Fill Topsoil Stripping and Stockpiling Topsoil Spreading and Placement Vehicle Tracking Pads Sanitary Sewer Pipe — 6" PVC Sanitary Sewer - Cleanout Sanitary Sewer — Manhole Erosion Control Fabric — NAG C350 Erosion Control Fabric — NAG 120 Erosion Control - Silt Fence Erosion Control — Bales Erosion Contol — Gutter Wattle Erosion Control — Inlet Wattle Erosion Control — Ditch Wattle 4" Perforated Pipe Acid Wash and Seal Wet Wells Concrete Seal exterior of Wet Wells Perimeter Drain at rock wall UNIT PRICE $ LF $ SY $ LF $ LF UNIT PRICE $ CY $ CY $ CY $ CY $ CY $ CY $ CY $ SF $ LF $ EA $ EA $ SF $ SF $ LF $ EA $ EA $ EA $ EA $ LF $ LS $ LS $ LF Rev10/20/07 Section 00300 Page 5 days of notification from the Owners' Representative. B. Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. PART 2: MATERIALS 2.1 QUALITY Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. 2.2 SUBSTITUTIONS Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. 2.3 SLEEVING A. Install separate sleeve beneath paved areas to route each run of irrigation pipe or wiring bundle. B. Sleeving material beneath pedestrian pavements shall be PVC Class 200 pipe with solvent welded joints. C. Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints. D. Sleeving diameter: as indicated on the drawings and installation details or equal to twice that of the pipe or wiring bundle. 2.4 PIPE AND FITTINGS A. Mainline Pipe and Fittings: I) Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-13, ASTM Standard D1784, with an integral belled end. 2) Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. a. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. B. Lateral Pipe and Fittings: 1) Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-13, ASTM Standard D1784, with an integral belled end suitable for solvent welding. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 3 of I I Use class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Use UV radiation resistant Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. 2) Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of a type approved by the pipe manufacturer. 3) For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe. Use PVC /compression line fittings compatible with the drip lateral pipe. Use tubing stakes to hold above -ground pipe in place. C. S12ecialized Pipe and Fittings: 1) Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. 2) Galvanized steel pipe: Use Schedule 40 conforming to ASTM Standard A 120. Use galvanized, threaded, standard weight, malleable iron fittings. 3) Ductile iron pipe: Use Class 50 conforming to ASTM Standard. Use Class 50 ductile iron fittings. Mechanical joints? Joint restraints? 4) Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based metal (iron, galvanized steel, stainless steel). 5) Assemblies calling for pre -fabricated double swing joints shall utilize LASCO Unitized swing joints or approved equal. Swing joints shall berated at 315 psi, and use 0-ring and street elbow construction. 6) Low Density Polyethylene Hose: a. Use pipe specifically intended for use as a flexible swing joint. Inside diameter: 0.490+0.010 inch. Wall thickness: 0.100+0.010 inch. Color: Black. b. Use spiral barb fittings supplied by the same manufacturer as the hose. 7) Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 40 threaded fittings. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 4 of 11 8) Joint sealant: Use only Teflon -type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint sealant formulated for use on water -carrying pipes on metal threaded connections. 2.5 SPRINKLER AND BUBBLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Adjust flow control per manufacturer's recommendations prior to use. Install valve designators to match existing irrigation system B. Sprinkler Assembly: As presented in the drawings and installation details. Use the sprinkler manufacturer's pressure compensating screens (Rain Bird PCS) to achieve 30 PSI operating conditions on each sprinkler and to control excessive operating pressures. 2.6 DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Adjust flow control per manufacturer's recommendations prior to use. B. Drip Emitter Assembly: 1) Barb -mounted, vortex and/or pressure compensating emitter device as presented in the installation details. The device shall be Rain Bird Xeri-bug XB-IOpc series. 2) Install emitter types and quantities on the following schedule: a. Ground cover plant: 1 single outlet emitter each or I single outlet emitter per square foot of planting area, whichever is less. b. Shrub: 2 single outlet emitters each. c. Tree: 4 single outlet emitters each or 1 multi -outlet emitter each (with 4 outlets open). 3) Use 1/4-inch diameter flexible plastic tubing to direct water from emitter outlet to emission point. Length of emitter outlet tubing shall not exceed five feet. Secure emitter outlet tubing with tubing stakes. 4) Install an access sleeve for each multiple -outlet emitter located in a turf area. C. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Comment: NOTE TO USERS: 2.7 CONTROL SYSTEM COMPONENTS THE FOLLOWING TWO SECTIONS ARE REDUNDANT AND ONE OR A. Control Wire: THE OTHER NEEDS TO BE REMOVED. THE FIRST DEALS 1) Use American Wire Gauge (AWG) No. 14 solid copper, Type OF or PE cable, UL approved for WITH INDEPENDENT direct underground burial from the controller unit to each remote control valve. Use AWG No. CONTROLLERS AND THE SECOND 12 wire for common wire. WITH CENTRALIZED CONTROL. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 5 of l I 2) Color: Use white for common ground wire. Use easily distinguished colors for other control wires. Spare control wires shall be of a color different from that of the active control wire. Wire color shall be continuous over its entire length. 3) Splices: Use wire connector with waterproof sealant. Wire connector to be of plastic construction consisting of two (2) pieces, one piece which snap locks into the other. A copper crimp sleeve to be provided with connector. Utilize DBR6-300 splices. 4) Encase wiring not located near PVC irrigation pipe in PVC Schedule 40 electrical conduit. B. Existing Control Wire: 1) It is assumed that existing 24 VAC control wire between existing controller and solenoid valves is in workable condition. Any concerns are to be brought to the attention of the Owner prior to connection of the existing control wires -- ------------- - ------------------------------------------------------ PART 3: EXECUTION 3.1 INSPECTIONS AND REVIEWS A. Site Inspections: 1) Verify site conditions and note irregularities affecting work of this section. Report irregularities to the Owners' Representative prior to beginning work. 2) Beginning work of this section implies acceptance of existing conditions. 3) Contractor will be held responsible for coordination between landscape and irrigation system installation. 4) Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor's expense. B. Utility Locates ("Call Before You Dig"): 1) Arrange for and coordinate with local authorities the location of all underground utilities. 2) Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. C. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owners' Representative two days in advance of review. Modifications will be identified by the Owners' Representative at this review. 3.2 EXCAVATION, TRENCHING, AND BACKFILLING A. Excavate to permit the pipes to be laid at the, intended elevations and to permit work space for installing connections and fittings. B. Minimum cover (distance from top of pipe or control wire to finish grade): l) 24-inch over mainline pipe and over electrical conduit. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 6 of l I Comment: Use this "Control System Components" section for projects with Central Control Systems. Note that there are four possibilities for subsection A of this section: Central Control - General Specification Central Control - Rainbird MAXICOM Central Control - Rainbird Master II Satellite Control - General Specification Choose the section that applies to this project and delete the others. 2) 26-inch over control wire. 3) 26-inch over signal wire. 4) 18-inch over lateral pipe to sprinklers and bubblers and over manifold pipe to drip system zone control valves. 5) 8-inch over drip lateral pipe in turf or paved areas downstream of drip system zone control valves. 6) 3-inch over drip lateral lines in shrub bed areas (under finished grade). C. Backfill only after lines have been reviewed and tested. D. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill. E. Backfill unsleeved pipe and sleeves in either of the following manners: l) Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. 2) Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. F. Dress backfilled areas to original grade. Incorporate excess backfill into existing site grades. Dispose of excess backfill off site. G. Where utilities conflict with irrigation trenching and pipe work, contact the Owners' Representative for trench depth adjustments. 3.3 SLEEVING AND BORING A. Install sleeving at a depth which permits the encased pipe or wiring to remain at the specified burial depth. B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes. Mark concrete with a chiseled 'Y' at sleeve end locations. C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. 3.4 ASSEMBLING PIPE AND FITTINGS A. General: 1) Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. 2) Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. B. Mainline Pipe and Fittings: Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 7 of I I 1) Use only strap -type friction wrenches for threaded plastic pipe. 2) PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. c. Snake pipe from side to side within the trench. 3) Fittings: The use of cross type fittings is not permitted. C. Lateral Pipe and Fittings: l) Use only strap -type friction wrenches for threaded plastic pipe. 2) PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in the manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in the pipe. c. Snake pipe from side to side within the trench. 3) UV Radiation Resistant Polyethylene Pipe: a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Snake pipe from side to side within the trench, on the soil surface, and hold in place with tubing stakes spaced every five feet. 4) Fittings: The use of cross type fittings is not permitted. D. Specialized Pipe and Fittings: 1) Copper Pipe: a. Buff surfaces to be joined to a bright finish. Coat with solder flux. b. Solder so that a continuous bead shows around the joint circumference. 2) Galvanized Steel Pipe: a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Use factory -made threads whenever possible. Field -cut threads will be permitted only where absolutely necessary. Cut threads on axis using clean, sharp dies. c. Apply Teflon -type tape or pipe joint compound to the male threads only. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 8 of I I 3) Insert a dielectric union wherever a copper -based metal (copper, brass, bronze) and an iron - based metal (iron, galvanized steel, stainless steel) are joined. 4) Pre -fabricated double swing joints: Install per manufacturer's recommendations. 5) Low Density Polyethylene Hose: Install per manufacturer's recommendations. 6) PVC Threaded Connections: a. Use only factory -formed threads. Field -cut threads are not permitted. b. Use only Teflon -type tape. c. When connection is plastic -to -metal, the plastic component shall have male threads and the metal component shall have female threads. 7) Make metal -to -metal, threaded connections with Teflon -type tape or pipe joint compound applied to the male threads only. 3.5 INSTALLATION OF SPRINKLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler Laterals: 1) Contact Owner's Representative before making connections to spare control wires or mainline. 2) Flush mainline before installation of RCV assembly. 3) Install where indicated on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Install connectors and sealant per the manufacturer's recommendations. 4) Install only one RCV to a valve box. Locate valve box at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Arrange grouped valve boxes in rectangular patterns. Allow at least 12-inches between valve boxes. 5) Adjust RCV to regulate the downstream operating pressure. 6) Attach ID tag with controller station number to control wiring. B. Sprinkler Assembly: 1) Flush lateral pipe before installing sprinkler assembly. 2) Install per the installation details at locations shown on the drawings. 3) Locate rotary sprinklers 12-inches from adjacent walls, fences, or edges of paved areas. 4) Locate spray sprinklers 3-inches from adjacent walls, fences, or edges of paved areas. 5) Set sprinklers perpendicular to the finish grade. 6) Supply appropriate nozzle or adjust arc of coverage of each sprinkler for best performance. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 9 of 11 7) Adjust the radius of throw of each sprinkler for best performance. 3.6 INSTALLATION OF DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: 1) Contact Owner's Representative before making connections to spare control wires or mainline. 2) Flush mainline pipe before installing RCV assembly. 3) Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations. 4) Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical _ _ _ - - - - Comment: Pressure setting in Paragraph 4 conflicts with the Pressure 5) Arrange grouped valve boxes in rectangular patterns. Set RCV assembly discharge pressure to Adjustment Procedures in Section E. 3� PSI. Delete pressure setting in Paragraph 4 if Section E is used. B. Drip Emitter Assembly: I ) Locate as shown on the drawings and installation details. 2) Flush lateral pipe before installing emitter assembly. 3) Cut emitter outlet distribution tubing square. 4) Install an access sleeve as part of each multiple -outlet emitter assembly for emitters located in turf areas. 5) Use tools and techniques recommended by the manufacturer. Make openings for barb -mounted emitters with the emitter manufacturer's hole -punching tool. C. Flush Can Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation details. D. Pressure Adjustment Procedure: I ) Fully open all zone control valves and energize the RCV assembly. 2) Determine which emitter has the least outlet pressure; this is the critical emitter. 3) Identify zone control valve associated with the critical emitter; this is the critical zone control valve. 4) Set discharge pressure of RCV such that the critical vortex emitter has a pressure of 15 PSI + 2 PSI and/or the critical pressure compensating emitter has a pressure of 25 PSI + 5 PSI. Measure with pressure gauge attached to critical emitter. 5) Identify the critical emitter for remaining zone control valves. 6) Set each zone control valve as described in paragraph 4 above. Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page 10 of I I 3.7 3.8 INSTALLATION OF CONTROL SYSTEM COMPONENTS i _ -1 Comment: NOTE TO USERS: A. Control Wire: 1) Bundle control wires where two or more are in the same trench. Bundle with pipe wrapping tape spaced at 10-foot intervals. 2) Provide a 24-inch excess length of wire in an 8-inch diameter loop at each 90 degree change of direction, at both ends of sleeves, and at 100-foot intervals along continuous runs of wiring. Make wiring loop by turning control wire 5 turns around 1-inch pipe. Coil 24-inch length of wire within each remote control valve box. 3) If a control wire must be spliced, make splice with wire connectors and waterproof sealant, installed per the manufacturer's instructions. Locate splice in a valve box which_ contains an irrigation valve assembly, or in a separate 6-inch round valve box. Use same procedure for connection to valves as for in -line splices. Project Record (As -Built) Drawings A. Submit Record Drawings under provisions of As -Built Drawing Section of Specifications- or Contractor Closeout, Record Documents. Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as - built information is recorded. B. Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each controller or control unit, each sleeve end, each stub -out for future pipe or wiring connections, and other irrigation components enclosed within a valve box. C. Prior to Final Review, purchase from the Owners' Representative a reproducible mylar copy of the drawings. Using AutoCAD or drafting software, duplicate information contained on the project drawings maintained on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a prerequisite for the Final Review. 3.9 MAINTENANCE A. Upon completion of Final Review, maintain irrigation system for a duration of 30 calendar days. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable application of water. B. Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage during the landscape maintenance operation. 3.10 CLEAN-UP A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. End of Section Fossil Creek Community Park SECTION 02810- IRRIGATION SYSTEM Page I I of 1 I THE FOLLOWING TWO SECTIONS ARE REDUNDANT AND ONE OR THE OTHER NEEDS TO BE REMOVED. THE FIRST DEALS WITH INDEPENDENT CONTROLLERS AND THE SECOND WITH CENTRALIZED CONTROL. 'DIVISION SECTION 02819- AQUATIC PLAY EQUIPMENT AND RECIRCULATION SYSTEM PART GENERAL Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete retrofit installation of the aquatic spray equipment and recirculation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. All work, material and execution must conform to manufacturer's specifications for operation. Items of work specifically included are: 1.01 SCOPE A. This project is compromised of retrofitting new equipment to an existing mechanical system. B. Installation of aquatic play equipment as shown on plans and described here within, including activation devices, spray equipment and controller. This includes installation of spray elements on new hardscape, all required piping to new spray elements from retrofitted control valve manifold in existing mechanical vault, installation of new control valve manifold, and core drilling pipes through existing vault C. Installation of water drainage equipment with connection to existing wet well intake pipe. Includes installation of deck drains, trench drains, all drain pipe connections as shown on plans and connections to existing wet well. D. This scope of work shall include installation of new sump pumps in existing wet wells with all required piping to discharge sump water to sanitary sewer connection as shown on plans. E. New connection of existing filtration system to sump pump discharge to sanitary sewer. F. Installation of new pipe to sanitary sewer. G. Sandblasting and waterproof sealing of each wet well. This includes draining of wet wells by pumping and drying wet wells with heaters. H. Waterproof sealing of wet wells to concrete vault floor and filling voids between access hatches and wet wells. I. Electrical connections and control wire routing of spray park activation equipment. Verification of elevations prior to construction to confirm drainage pipe slopes and slope to new sanitary sewer connection.. 1.02 SUBMITTALS A. Product Data: Manufacturer's descriptive literature for specified systems, including all components. B. Shop Drawings: Indicate component connection details and details of interface with adjacent Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 1 of 10 HARDSCAPE Standard Grey Concrete Pavement (5" thick) $ SF Color Concrete Pavement (5" thick) $ SF Asphaltic Concrete Paving $ SY Concrete Curb and Gutter $ LF Concrete Mow Strip $ LF Sandstone Wall Type 2 $ LF Boulder Wall Type 1 $ LF Boulder set in concrete $ EA AQUATIC EQUIPMENT VAULT Core Drills for 1.5" Pipe $ EA Core Drills for 3" Pipe $ EA Core Drills for 2" Pipe $ EA Water Tight Seal for 3" Wall Hole $ EA Water Tight Seal for 4" Wall Holes $ EA Sch. 40 PVC Water Feature Piping and Fittings - 1.5" $ LF Sch. 40 PVC Water Feature Piping and Fittings - 3" $ LF Sch. 40 PVC Water Feature Piping and Fittings - 2" $ LF Sch. 40 PVC Water Feature Piping and Fittings - 6" $ LF Sch. 40 PVC Water Feature Piping and Fittings - 8" $ LF Sch. 40 PVC Water Feature Piping and Fittings -10" $ LF Sch. 40 PVC Drain Pipe from Sump/Filter to S.S. - 3" $ LF Sump Pump — 1/2HP $ EA Sump Pump — 1/3HP $ EA Sump Pump Controls $ LS SikaPlug Water Stop (Sealant for open spaces at wet well access doors) $ EA SikaFix HHLV (Sealant for joint between top of wet well and floor) $ LF Super Thoro Seal (Wetwell Sealant) $ LS Rev10/20/07 Section 00300 Page 6 construction and equipment. C. Certificates: Certify that products of this section meet or exceed specified requirements. D. Manufacturer's Instructions: Indicate installation instructions for specified equipment including each component. E. Operation and Maintenance Data: Submit manufacturer's maintenance instruction and parts lists for specified equipment. 1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with not less than three years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum of three years documented experience. C. Products Requiring Electrical Connection: Listed and classified by Underwriters' laboratories (UL) as suitable for the purpose specified and indicated. 1.04 REFERENCES A. This installation shall comply with all applicable provisions of the latest edition of the following codes: NEC National Electrical Code NFPA National Fire Protection Association UBC Uniform Building Code UPC Uniform Plumbing Code B. Materials furnished hereunder shall comply with the latest edition of applicable standard specifications published by the following organizations: ASTM American Society for Testing and Materials ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering AWWA American Water Works Association CS Commercial Standards NEMA National Electrical Manufacturers Association NSF National Sanitation Foundation 1.05 SYSTEM DESCRIPTION A. Furnish and install aquatic playground materials, apparatus, tools, equipment, transportation, temporary construction, and special or occasional services as required to effect a complete working installation, as shown on the Drawings and described in the Specifications. Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 2 of 10 B. System Operation: 1. Water is currently recirculated from two wet wells to a series of water falls. Water sheet and channel flows to a collection area and gravity flows back to wet wells. 2. The new system configuration shall keep flow going to two (2) water falls and water shall be collected with new trench drains and gravity drained back to existing wet wells. 3. An existing third existing pump discharge pipe shall be reconfigured with a control valve manifold to supply water to a series of five (5) new spray feature elements. The spray elements shall be activated by a foot controller on the spray pad and the elements shall be capable of sequencing upon activation. Water will be collected from two (2) centrally located deck drains and gravity drained back to existing wet wells. 4. The spray park controller shall be located within an existing mechanical vault. Communication with foot activators shall be by wired. The controller shall activate solenoid control valves in the pump vault by hardwire communication. 5. New sump pumps shall be installed in the existing wet wells to allow easier water evacuation from the wet wells. These sumps shall pump water up to a specified elevation and it shall gravity flow to a new sanitary sewer connection. 6. The existing filter backwash discharge pipe shall be reconfigured to connect to the new sump discharge pipe outside the existing vault. 1.06 PRODUCT HANDLING A. Protection: Equipment shall be boxed, crated, or otherwise completely enclosed and protected during shipment, handling, and storage. Equipment shall be protected from exposure to the elements and shall be kept thoroughly dry at all times prior to installation. Pumps motors, electrical equipment, and other equipment having anti -friction or sleeve bearings shall be stored in weather -tight warehouses that are maintained at a temperature of at least 60 degrees F. 2. Painted surfaces shall be protected against impact, abrasion, discoloration, and other damage. Painted surfaces that are damaged prior to acceptance of equipment shall be repainted to the satisfaction of the Architect/Engineer. Electrical equipment, controls, and insulation shall be protected against moisture or water damage. Space heaters and sump pumps provided in the equipment shall be kept connected and operating at all times until the equipment is placed in service. B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect/Engineer at no additional cost to the Owner. Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 3 of 10 1.07 DELIVERY, STORAGE, AND PROTECTION A. Store materials under cover and elevated above grade. PART 2 PRODUCTS 2.01 GENERAL A. Equipment not listed within these Specifications or on Drawings as furnished by the equipment supplier, but required for the complete installation of the water feature mechanical or electrical systems, shall be furnished by the Contractor. B. Products shown on the Drawings, but not listed in this Section, shall be provided in accordance with information shown on the Drawings and the General Provisions of this part of the Specification. 2.02 AQUATIC PLAY EQUIPMENT MANUFACTURER A. Aquatic play equipment manufacturer shall be: Vortex Aquatic Structures International, 328, Avro Street, Montreal (Quebec), Canada H9R 5W5, Telephone (514) 694-3868, Fax (514) 335-5414. 2.03AQUATIC PLAY EQUIPMENT MANUFACTURER'S RESPONSIBILITY A. Aquatic playground materials and component parts shall be guaranteed to be free from defects of materials and workmanship, for a period of 18 months from date of shipment or one year from date of start-up, whichever comes first. 1. Coating system shall be warranted for a period of one year against peeling or fading under normal environmental conditions. 2. Above ground elements and anchor bases shall be guaranteed against structural failure for a period of five years under normal usage. 3. Controller shall be guaranteed against failure for a period of two years under normal usage. 2.04 AQUATIC PLAY ELEMENTS Side Winder 1. Model No.: VOR7518 2. Spray Diameter: 12-foot 3. Flowrate: 10-20 GPM 4. Pressure: 5-15 PSI 5. Color: Stainless Steel/Brass Team Spray No. 01 Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 4 of 10 1. Model No.: VOR 7640 2. Flowrate: 15-20 GPM 3. Pressure: 1-10 PSI 4. Color: Stainless Steel/ Brass/ UHMW Water Jelly No.03 1. Model No.: VOR 7010.0000 2. Spray Diameter: 6-foot 3. Flowrate: 30-35 GPM 4. Pressure: 1-2 PSI 5. Color: Stainless Steel/ Brass Ground Geyser 1. Model No.: VOR 0301 2. Spray Diameter: 8-foot 3. Flowrate:5-10 GPM 4. Pressure: 5-10 PSI 5. Color: Stainless Steel/ Brass Magic Touch -Foot Activator 1. Model No.: VOR 0606 2. Stainless steel construction 3. Power: low voltage 4. Color: By Owner 2.06 AQUATIC PLAY CONTROLLER 1. Model No.: Smart Flow Controller by Vortex 2. Housing: NEMA4X with lockable hasp. 3. Input Voltage: 120VAC/60 Hertz 4. Output Voltage: 24VAC/60 Hertz 5. Time Clock: Integral, solid state, 8 programs. 6. Capacity: 12 hardwired outputs, timed duration from 1 second to 4 hours or dynamically sequenced 7. Display: back lighted LCD display. 8. Output Control Modes: Timed duration, dynamic sequencing, show sequencing. 9. Safety: Underwriters' Laboratories Listed 2.07 CONTROL VALVE MANIFOLD 1. Model Number: Manufactured by Vortex 2. 3-inch Schedule 80 PVC manifold 3. Five (5) 1-inch plastic solenoid valves 2.08 DRAIN EQUIPMENT A. Deck Drain & Sump 1. Model Number: VOR 1000 2. Sump: Fiberglass box with stainless steel strainer basket 3. Grate: Polyethylene, tamper resistant 4. Connections: 8-inch PVC Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 5 of 10 B. Trench Drain 1. Model Number: Lawson Aquatics, Deck Drain_ System 2. PVC Construction 3. Grate: PVC, Sand Colored 4. Connections: 3-inch PVC adaptors 2.08 SUMP PUMPS A. Main Sump Pump 1. Model Number: Dayton DCM050 2. Chemical resistant submersible 3. 1/2 horsepower motor 4. 304 stainless steel housing 5. Rated for 42 GPM at 20ft. head 6. Discharge: 2-inch NPT B. Secondary Sump Pump 1. Model Number: Dayton 3BB73 2. 1/3 horsepower motor 3. Cast iron body 2.09 PIPE AND FITTINGS: A. PVC Pipe and Fittings Outside Pump Vault: 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D1784, with an integral belled end suitable for solvent welding. 2. Use Schedule 40 PVC pipe for all pipe conforming to the dimensions and tolerances established by ASTM Standard D2241. 3. All flanged connections shall be Class 125/150 lb. 4. Materials: Fittings for PVC pipe shall be Spears Schedule 40 PVC solvent weld fittings, ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform as ASTM Standard D2564, of a type approved by the pipe manufacturer. B. Steel Pipe Inside Pump Vault: Fossil Creek Community Park Steel Pipe: Schedule 40 steel pipe, ASTM Standard A120. Fittings shall be flanged or grooved, standard weight, malleable iron fittings. Grooved fittings shall be ITT Gruvloc or Victaulic. Stainless Steel Pipe: Pipe shall be Type 304 stainless steel, Schedule 40. Fittings shall be Schedule 40, stainless steel, grooved fittings. Fittings shall be Victaulic. SECTION 02819- AQUATIC PLAY EQUIPMENT Page 6 of 10 3. Use of dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based metal'(iron, galvanized steel, stainless steel). 2.10 PIPE COMPONENTS: A. Wall Penetration Seal: 1. Penetrations shall be core drilled in the field after equipment has been installed for correct location. Size penetrations approximately 1-inch larger than the pipe passing through, leaving enough room on all sides to grout around pipe. Use Xypex Admix C- 500 for grouting around pipes. 2.11 WET WELL WATERPROOF SEALING A. Void between Access Hatches and Wet Wells: 1. These three (3) areas shall be dry and filled with pea gravel to 2-inches below top of wet well. Fill the void with SikaSet Plug, fast acting Portland cement waterstop. B. Gan Between Bottom of Vault Floor and Wet Wells: 1. Install a thick bead of SikaFix HH LV, expanding polyurethane chemical grout around the tops of both wet wells to seal them to the vault floor. C. Waterproof Sealing of Wet Wells: 1. Use Super Thoroseal Waterproof Coating to seal the entire interior walls of each wet well. PART 3 EXECUTION 3.01 SITE AND DRAWING EXAMINATION A. Contractors submitting a proposal for this work shall first examine the site of the proposed work that they may fully understand facilities, difficulties, and restrictions attending the execution of the contract. No subsequent allowances shall be made because of omission, error, or negligence in connection with this provision. B. Contractors submitting a proposal for this work shall carefully examine the architectural and structural Drawings and Specifications. C. Questions pertaining to work that do not appear to be sufficiently detailed or explained, or pertaining to the true meaning of any part of the Drawings or Specifications, or discrepancies found existing in or between the Specifications and Drawings, shall be referred to the Aquatic Consultant clarification or correction. Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 7 of 10 3.02 COORDINATION A. The Contractor shall cooperate with subcontractors of other trades, whose work is in any way affected by, or affects the work under this Section. B. The Contractor shall coordinate the work under this Section with that of other trades to effect a complete installation consistent with the requirements and intent of the Drawings and Specifications. C. The Contractor shall coordinate the work under this Section with the City of Fort Collins Parks Department. D. The Contractor shall furnish materials so as to avoid delay in the progress of the work and shall store them as to prevent interference with other work. 3.03 GENERAL INSTALLATION A. Install and connect all equipment in accordance with manufacturer's instructions and recommendations unless otherwise noted. If specified installation is contrary to manufacturer's instructions, cease installation of affected components or systems. Notify Project Manager and the Aquatic Consultant and do not resume installation without clear instructions. B. Protect pipes, conduits, and equipment from damage from inclement weather. C. Parts to be cast into concrete shall be located as detailed on the Plans and shall be rigidly supported to resist loads imposed during concrete pour. E. Parts to be cast in concrete shall be located as detailed on the Plans shall be rigidly supported to resist loads imposed during concrete pour. E. Water pipe lines shall be flushed free of debris as follows: Completely drain piping and equipment. F. Pump and Recirculation equipment shall be installed as shown on plans and details. Any inconsistencies shall be brought to the attention of the General Contractor and Engineer. 3.08 DEFECTIVE WORK AND MATERIALS A. Materials or work found to be defective or not in strict conformity with the drawings, or different from the requirements of the Drawings and Specifications, or defaced or injured, shall be removed and satisfactory material and work substituted. 3.09 AQUATIC PLAY ELEMENTS Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 8 of 10 A. Side Winder 1. Install where shown on plans and per manufacturer's specifications. B. Team Spray No. 01 1. Install where shown on plans and per manufacturer's specifications. C. Water Jelly No.03 1. Install where shown on plans and per manufacturer's specifications. D. Ground Geyser 1. Install where shown on plans and per manufacturer's specifications. E. Magic Touch -Foot Activator 1. Install where shown on plans and per manufacturer's specifications. 3.10 AQUATIC PLAY CONTROLLER 1. Install where shown on plans and in a location that is easily accessible. 2. Make all connections in accordance with manufacturer's specifications. 3.11 CONTROL VALVE MANIFOLD 1. 'Disconnect existing 3-inch flange downstream of air relief valve and make new 3-inch connection with elbow to route manifold along the vault wall. 2. Anchor the manifold to the concrete wall in a manner that fully supports to the pipes when filled with water and minimizes any vibration during operation. Use rubber bushings where necessary to buffer plastic pipe from metal and concrete. 3. Connect all valve connections in accordance with manufacturer's specifications. 3.12 DRAIN EQUIPMENT 1. Install where shown on plans and per manufacturer's specifications. 2. Check inverts of connecting pipes prior to installation. Any discrepancies shall be brought to the attention of the water feature engineer and Owner's Representative. 3. All pipes shall be installed with a minimum 4% slope to the 10-inch collection pipe at the wet well. 3.13 SUMP PUMPS 1. Install where shown on plans. 2. Make all pipe and electrical connections per manufacturer's specifications. 3. Anchor pumps and pipes. 4. Grout all pipes through concrete wet wells and vault floor. Use Xypex Admix C-500 for all grouting. 3.14 PIPE COMPONENTS: A. Wall Penetration Seal: 1. Grout the voids between pipe and vault completely through. 2. There shall be a minimum of %-inch of void space between pipe and concrete wall for grouting. Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 9 of 10 3.15 WET WELL WATERPROOF SEALING A. Wash down the floor in the entire vault, flushing the water to the floor drain. B. Wet wells shall be drained down using a pump. C. Wet wells shall be dried using a heater until the concrete surfaces do not feel damp to the touch. D. Sand blast concrete to roughen surface and expose the aggregate. E. Install two coats of Super Thoroseal to the full interiors of each wet well, install per manufacturer's specifications. F. Install all products per manufacturer's specifications. 3.16 CLEAN-UP A. Upon completion of the work of this Section, the Contractor shall remove unused equipment and implements of service, and leave the entire areainvolved in a neat, clean, and acceptable condition as approved by the Owner. B. Soiled, abraded, or discolored surfaces of the aquatic play area shall be cleaned and left free from blemishes or defects. 3.17 TESTS AND ADJUSTMENTS A. General: The Contractor shall test equipment installed by him to show that it complies with specified requirements. Testing shall be done in a manner approved by the Architect/Engineer. B. Electrical tests: 1. Electrical circuits, feeders, and equipment shall be tested and proven free of faulty grounds, open circuits, or shorts, as required by local codes. C. Contractor shall, at his expense, make the aquatic play system operational and make tests, adjustments, and corrections, until it is shown to be in proper operating condition. END OF SECTION Fossil Creek Community Park SECTION 02819- AQUATIC PLAY EQUIPMENT Page 10 of 10 DIVISIONI SECTION 02819- AQUATIC PLAY EQUIPMENT AND RECIRCULATION SYSTEM PART GENERAL Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the aquatic spray equipment and recirculation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. All work, material and execution must conform to manufacturer's specifications for operation. Items of work specifically included are: 1.01 SCOPE A. Installation of Aquatic play equipment as shown on plans and described here within, including activation devices, spray equipment and controller. B. Installation of water recirculation system including revisions to: below grade pump vault and reservoir, below grade chemical vaults, main pump and valves, filter and filter pump, water quality monitoring and treatment equipment, and all required piping. C. Installation of all pipe associated with the installation of the spray park equipment including but not limited to: drainage to sewer. D. Electrical connection of spray park equipment. E. Verification of elevations for vault production and drainage to sewer. Installation of pipe sleeves through or under perimeter sidewalk. 1.02 SUBMITTALS A. Product Data: Manufacturer's descriptive literature for specified systems, including all components. B. Shop Drawings: Indicate component connection details and details of interface with adjacent construction and equipment. C. Certificates: Certify that products of this section meet or exceed specified requirements. D. Manufacturer's Instructions: Indicate installation instructions for specified equipment including each component. E. Operation and Maintenance Data: Submit manufacturer's maintenance instruction and parts lists for specified equipment. 1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 1 of 11 AQUATIC PLAY EQUIPMENT ITEM "Team Spray" "Sidewinder" "Water Jelly" "Ground Geyser" Deck Drain UNIT PRICE $ EA $ EA $ EA $ EA $ EA Foot Activator $ EA Lawson drain base & grate $ EA IRRIGATION ITEM UNIT PRICE Irrigation for Turf (seed or sod) areas less than 10 feet in width $ SF Irrigation of Turf areas (seed or sod) 10 feet or greater in width $ SF Drip Irrigation — per Shrub, Perennial or Grass in planting bed $ EA Sleeve Pipe - 2" $ LF Sleeve Pipe - 3" $ LF Remote Control Valve Assembly for Sprinkler Laterals — 1" $ EA Remote Control Valve Assembly for Drip Laterals — 1" $ EA Mainline Connection Fittings to Add Valves $ EA Control Wire $ LF Flush Cap Assembly $ EA Lateral Pipe — 1" $ LF Lateral Pipe — 1.25" $ LF LANDSCAPE Finish Grading $ SF Organic Amendment — Class 2 $ CY Bluegrass Sod $ SF Buffalo Grass Sod $ SF Deciduous Shrub - #5 container $ EA Perennial - #1 container $ EA Ornamental Grass - #1 container $ EA Weed Barrier SF Rev10/20/07 Section 00300 Page 7 section with not less than three years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum of three years documented experience. C. Products Requiring Electrical Connection: Listed and classified by Underwriters' laboratories (UL) as suitable for the purpose specified and indicated. 1.04 REFERENCES A. This installation shall comply with all applicable provisions of the latest edition of the following codes: NEC National Electrical Code NFPA National Fire Protection Association UBC Uniform Building Code UPC Uniform Plumbing Code B. Materials furnished hereunder shall comply with the latest edition of applicable standard specifications published by the following organizations: ASTM American Society for Testing and Materials ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering AWWA American Water Works Association CS Commercial Standards NEMA National Electrical Manufacturers Association NSF National Sanitation Foundation 1.05 SYSTEM DESCRIPTION A. Furnish and install aquatic playground materials, apparatus, tools, equipment, transportation, temporary construction, and special or occasional services as required to effect a complete working installation, as shown on the Drawings and described in the Specifications. B. System Operation: Water shall be recirculated from a reservoir to spray equipment using a main pump. Main pump shall supply water to a valve manifold and as spray equipment is activated the valves open supplying water. Water is collected through three (3) drains to the reservoir. Water in the reservoir is continuously filtered and water quality monitored. Acid and chlorine are injected and as required. The reservoir and filter are connected to a storm sewer pipe to discharge overflow and backwash. There is also a level sensor and refill valve on the reservoir for filling the system. The spray park shall utilize a variable frequency drive main pump that pressurizes the system constantly and allows the pump to shut -down when valves are not operated. A pressure dump pipe shall be installed back to the reservoir. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 2 of 11 The spray park controller shall be located within an adjacent mechanical room. Communication with foot activators shall be by wireless signal from roof mounted antenna. The controller shall activate solenoid control valves in the pump vault by hardwire communication. 4. Water treatment chemicals shall be stored in separate vaults and connected to the main pump vault by pipe. 1.06 PRODUCT HANDLING A. Protection: Equipment shall be boxed, crated, or otherwise completely enclosed and protected during shipment, handling, and storage. Equipment shall be protected from exposure to the elements and shall be kept thoroughly dry at all times prior to installation. Pumps motors, electrical equipment, and other equipment having anti -friction or sleeve bearings shall be stored in weather -tight warehouses that are maintained at a temperature of at least 60 degrees F. 2. Painted surfaces shall be protected against impact, abrasion, discoloration, and other damage. Painted surfaces that are damaged prior to acceptance of equipment shall be repainted to the satisfaction of the Architect/Engineer. Electrical equipment, controls, and insulation shall be protected against moisture or water damage. Space heaters and sump pumps provided in the equipment shall be kept connected and operating at all times until the equipment is placed in service. B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect/Engineer at no additional cost to the Owner. 1.07 DELIVERY, STORAGE, AND PROTECTION A. Store materials under cover and elevated above grade. PART 2 PRODUCTS 2.01 GENERAL A. Equipment not listed within these Specifications or on Drawings as furnished by the equipment supplier, but required for the complete installation of the water feature mechanical or electrical systems, shall be furnished by the Contractor. B. Products shown on the Drawings, but not listed in this Section, shall be provided in accordance with information shown on the Drawings and the General Provisions of this part of the Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 3 of 11 Specification. 2.02 AQUATIC PLAY EQUIPMENT MANUFACTURER A. Aquatic play equipment manufacturer shall be: Vortex Aquatic Structures International, 328 Avro St., Pointe Claire (Montreal) Quebec, Canada H9R 5W5, contact: Randy Flint, telephone (970) 266-8684, Fax (514) 335-5414 Email: rflint@vortex-intl.com 2.03 AQUATIC PLAY EQUIPMENT MANUFACTURER'S RESPONSIBILITY A. Aquatic playground materials and component parts shall be guaranteed to be free from defects of materials and workmanship, for a period of 18 months from date of shipment or one year from date of start-up, whichever comes first. 1. Coating system shall be warranted for a period of one year against peeling or fading under normal environmental conditions. 2. Above ground elements and anchor bases shall be guaranteed against structural failure for a period of five years under normal usage. 3. Controller shall be guaranteed against failure for a period of two years under normal usage. 2.04 AQUATIC PLAY ELEMENTS All Aquatic play equipment shall utilize type 304 stainless -steel housing and Cast bronze top plate with UV protected textured aliphatic urethane coating. Team SprayTM 1. Model No.: W-006 2. Height: 4'; 6' 3. Flowrate: 7 GPM; 9 GPM 4. Pressure: 3 PSI; 4 PSI Water JellyTM 1. Model No.: W-028 2. Height: 4'; 8'; 12' 3. Flowrate: 3 GPM; 5 GPM; 6 GPM 4. Pressure: 7 PSI; 9 PSI; 11 PSI SidewinderTM 1. Model No.: W-055 2. Height:8'; 3. Flowrate: 76 GPM 4. Pressure: 15 PSI Fossil Creek Community Park Water Feature EQUIPMENT SECTION 02819- AQUATIC PLAY Page 4 of 11 Ground Geyserrm 1. Model No.: W-091 2. Height: 12"; 18" 3. Flowrate: 35 GPM; 40 GPM 4. Pressure: 6 PSI; 9 PSI 2.05 AQUATIC PLAY ACTIVATION DEVICE Foot Activator 1. Model No.: W-017W 2. Housing: 6" diameter type 304 stainless steel. 3. Button: 1'/z" diameter, high impact polyvinyl chloride. 4. Finish: Textured aliphatic urethane with UV sealer coat. 5. Color: Select from red, yellow, blue, green, dark blue, orange, or purple. 6. Fasteners: Tamper resistant 18/8 stainless steel. 7. Anchor Bolts: 3/8" x 12" x 2" 18/8 stainless steel with leveling nuts and washers. 8. Activator Switch: Integral, 12 VDC. 2.06 AQUATIC PLAY CONTROLLER Water OdysseyTM Solid State Dynamic Controller 1. Model No.: WDC-16-32-W-NX 2. Housing: NEMA4X with lockable hasp. 3. Input Voltage: 120VAC/60 Hertz 4. Output Voltage: 24VAC/60 Hertz 5. Time Clock: Integral, solid state, 8 programs. 6. Capacity: 16 wireless inputs, 32 hardwired outputs - timed duration from 1 second to 4 hours or dynamically sequenced - up to 8 outputs may be show sequenced. 7. Display: 4 x 20 character, back lighted LCD display. 8. Output Control Modes: Timed duration, dynamic sequencing, show sequencing. 9. Safety: Underwriters' Laboratories Listed 2.07 AQUATIC PLAY ACCESSORIES Owner shall choose decorative drain cover style and cover. A. Decorative Drain & Sump 1. Model Number: W-037-Style By Owner-S 2. Sump: Type 304 stainless steel with 4" FIP bottom fitting. 3. Grate: %" Type 304 stainless steel plate with a heavy-duty textured aliphatic urethane finish (Specify pattern). 4. Colors: Select from red, yellow, blue, green, dark blue, orange, or purple. 5. Fasteners: Tamper resistant 18/8 stainless steel. 6. Anchor Bolts: 3/8" x 12" x 2" 18/8 stainless steel with leveling nuts and washers. 7. Hydraulic: Maximum 100 GPM with 4" drain gravity drain line recommended 2.08 PRECAST CONCRETE VAULT AND COMPONENTS: A. Provide materials required by local codes for installation of the vault and associated piping. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 5 of 11 B. General: Provide materials required by local code for installation of the vault and associated piping. 1. Minimum inside dimensions of 6'-0" side, 8'-0" long, 7'-2" high, installed on concrete slab. 2. Power: 460V/3PH/6OHz/20FLA and 208V/3PH/60Hx/20FLA. 3. Power disconnects and electrical panels. 4. Preformed openings for ventilator and piping details. Manufacturer shall determine perforation locations and elevations 5. Grade level, 36" x 36" lockable landscape cover with stainless steel hinge. 6. Ventilation vents 7. Access ladder 8. Circulation pump with integral basket strainer 9. Filter pump and strainer 10. Sand filter 11. Water Monitoring and Chemical Injection equipment 12. Valve manifold per manufacturer's design with drain, water hammer arrestor, and pressure gauge. Brass control valves sized per manufacturer. 13. Sump pump with float switch 14. Interior light 15. Convenience outlet 16. 24-Inch media filter with multiport valve and automatic backwash and pump 17. Prewired control panel in a NEMA 4X enclosure C. Provide shop drawings of piping connections to vault, and electrical schematic of system controls for approval by Owner's Representative. 2.09 FOUNTAIN PUMP SYSTEMS: A. Provide all materials required for the complete installation of the main fountain pumping system, filter and pump recirculation system, electrical system, and control package. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 6 of 11 B. The system shall include, but not be limited to, the following components: I. Main Feature pump shall be VFD rated at 500 GPM at 60 ft. head, 10 HP Variable Frequency Drive. 2. Pump/Filter recirculation unit shall be single speed rated at minimum 70 GPM at 25 PSI for 1/2-hour turnover of reservoir. Pump shall be across -the -line started and operated. 3. All pumps are operated on 460V/3PH/6OHz. 4. Safeties shall include: no flow shut -down, low pressure and high pressure shut- down. 5. Provide pressure dump back to reservoir for use in the event the VFD goes down. 6. Furnish shop drawings for approval before commencing with and construction or fabrication of the system. 7. All pumps shall include isolation valves on the upstream side 8. The pump systems shall be Grundfos, Gould, Pentair or approved equal. 9. Main feature pump shall include discharge butterfly valve, discharge pressure transducers and PLC's by provided by pump manufacturer. 10. Main feature pump to have 4-inch Wye strainer on discharge 2.10 PIPE AND FITTINGS: A. PVC Pipe and Fittings Outside Pump Vault: 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-13, ASTM Standard D1784, with an integral belled end suitable for solvent welding. 2. Use Schedule 40 PVC pipe for all pipe sizes 1-inch to 3-inch and Schedule 80 PVC for all pipe sizes 4-inches and greater conforming to the dimensions and tolerances established by ASTM.Standard D2241. 3. All flanged connections shall be Class 125/150 lb. 4. Materials: Fittings for PVC pipe shall be Spears Schedule 80, Type 1, PVC solvent weld fittings, ASTM Standards D2466 and D1784. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 7 of 11 Use primer approved by the pipe manufacturer. Solvent cement to conform as ASTM Standard D2564, of a type approved by the pipe manufacturer. B. Steel Pipe Inside Pump Vault: 1. Steel Pipe: Schedule 40 steel pipe, ASTM Standard A120. Fittings shall be flanged or grooved, standard weight, malleable iron fittings. Grooved fittings shall be ITT Gruvloc or Victaulic. 2. Stainless Steel Pipe: Pipe shall be Type 304 stainless steel, Schedule 40. Fittings shall be Schedule 40, stainless steel, grooved fittings. Fittings shall be Victaulic. 3. Use of dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based metal (iron, galvanized steel, stainless steel). 2.11 PIPE COMPONENTS: A. True Union Ball Valves: 1. Dual EPDM 0-ring sealing system. 2. Built -In handle lockout. 3. Self-adjusting PTFE floating seat design. 4. Valve shall be manufactured by Spears or approved equal B. Butterflv Valves: 1. Standard or Tru-Lug style. 2. Buna-N seat and seals. 3. Solid type 316L stainless steel stem. 4. Lever operated. 5. Valve shall be manufactured by Spears, Milwaukee or approved equal C. Basket Strainer: 1. Pump intake basket strainers shall be provided on all pump intakes. 2. Provide a 14-inch and 3-inch basket strainer with flanged connections and clamped cover. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 8 of 11 3. List out stainless steel screen with 5/32-inch perforations. 4. 1 '/z-inch flush/drain plug located at bottom of basket. D. Wafer -Type Check Valve: 1. Silent check style with cast iron body, free from blow holes, sand holes and other impurities. 2. Disc, seat and stem guide shall be machined bronze and shall be aligned to allow proper seating and full closure before flow reversals. E. Wall Penetration Seal: 1. For pressurized steel pipe penetrations, use Link Seal, as manufactured by Thunderline Corporation, Wayne, MI 48184. 2. For nonpressurized PVC pipe penetrations, use Asphaltic Concrete Adapter, as manufactured by Certainteed Corporation, Valley Forge, PA 19482. 3. Sized as recommended by manufacturer to fit pipe and wall opening. F. Pressure Gauges: 1. Furnish two (2) liquid filled pressure gauges per pump system, minimum diameter of 3-inches. 2. Pressure gauges shall be installed one directly upstream and one downstream of pumps. 3. Housing shall be stainless steel, internals shall be bronze, range shall be 0-80 PSI. G. Flanged Mounted Check Valve: 1. Flanged style iron body silent check valve. 2. Rated for 200 PSI nonshock cold water, Class 1251150 lb. flanges. 3. Disc, seat and stem guide shall be machined bronze, and shall be aligned to allow proper seating full closure before flow reversal. 4. Size as indicated in drawings and details. H. Thrust Blocks: 1. Use thrust blocks for fittings on pipe greater than or equal to 3-inch diameter or any diameter rubber gasketed pipe. 2. Use 3,000 PSI concrete placed as shown on installation details. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 9 of 11 PART 3 EXECUTION 3.01 SITE AND DRAWING EXAMINATION A. Contractors submitting a proposal for this work shall first examine the site of the proposed work that they may fully understand facilities, difficulties,and restrictions attending the execution of the contract. No subsequent allowances shall be made because of omission, error, or negligence in connection with this provision. B. Contractors submitting a proposal for this work shall carefully examine the architectural and structural Drawings and Specifications. C. Questions pertaining to work that do not appear to be sufficiently detailed or explained, or pertaining to the true meaning of any part of the Drawings or Specifications, or discrepancies found existing in or between the Specifications and Drawings, shall be referred to the Aquatic Consultant clarification or correction. 3.02 COORDINATION A. The Contractor shall cooperate with subcontractors of other trades, whose work is in any way affected by, or affects the work under this Section. B. The Contractor shall coordinate the work under this Section with that of other trades to effect a complete installation consistent with the requirements and intent of the Drawings and Specifications. C. The Contractor shall furnish materials so as to avoid delay in the progress of the work and shall store them as to prevent interference with other work. 3.03 GENERAL INSTALLATION A. Install and connect all equipment in accordance with manufacturer's instructions and recommendations unless otherwise noted. If specified installation is contrary to manufacturer's instructions, cease installation of affected components or systems. Notify Project Manager and the Aquatic Consultant and do not resume installation without clear instructions. B. Protect pipes, conduits, and equipment from damage from inclement weather. C. Parts to be cast into concrete shall be located as detailed on the Plans and shall be rigidly supported to resist loads imposed during concrete pour. D. Parts to be cast in concrete shall be located as detailed on the Plans shall be rigidly supported to resist loads imposed during concrete pour. Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page.10 of 11 E. Water pipe lines shall be flushed free of debris as follows: Completely drain piping and equipment. F. Pump and Recirculation equipment shall be installed as shown on plans and details. Any inconsistencies shall be brought to the attention of the General Contractor and Engineer. 3.08 DEFECTIVE WORK AND MATERIALS A. Materials or work found to be defective or not in strict conformity with the drawings, or different from the requirements of the Drawings and Specifications, or defaced or injured, shall be removed and satisfactory material and work substituted. 3.09 CLEAN-UP A. Upon completion of the work of this Section, the Contractor shall remove unused equipment and implements of service, and leave the entire areainvolved in a neat, clean, and acceptable condition as approved by the Owner. B. Soiled, abraded, or discolored surfaces of the aquatic play area shall be cleaned and left free from blemishes or defects. 3.10 TESTS AND ADJUSTMENTS A. General: The Contractor shall test equipment installed by him to show that it complies with specified requirements. Testing shall be done in a manner approved by the Architect/Engineer. B. Electrical tests: 1. Electrical circuits, feeders, and equipment shall be tested and proven free of faulty grounds, open circuits, or shorts, as required by local codes. C. Contractor shall, at his expense, make the aquatic play system operational and make tests, adjustments, and corrections, until it is shown to be in proper operating condition. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02819- AQUATIC PLAY EQUIPMENT Page 11 of 11 Organic Mulch Sand MISCELLANEOUS ITEMS Vault door and installation END OF SECTION SF CY EA Rev10/20/07 Section 00300 Page 8 SECTION 02877 - PREFABRICATED SHELTERS PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Prefabricated shelters 1.02 SUBMITTALS A. Shop Drawings: Submit shop drawings for each type of proposed structure. B. Product Data: Submit catalog data as specified under Section 01330 Submittal Procedures. C. Samples: Submit color samples for selection. PART 2-PRODUCTS 2.01 Prefabricated "1-Top Pavilion" A. Acceptable Manufacturers: 1. Classic Recreation GR Marolt Associates Bud Marolt PO Box 114 Englewood, CO 80151 888-762-1090 or303-762-1090 http://www.maroltassociates.com B. Description: 12'xl2' Orlando Model -powder coated legs 1. Colors: As selected by Owner's Representative from Manufacturer's Standards. PART 3 - EXECUTION 3.01 Installation Install on concrete bases where indicated. Touch up damaged paint. All items shall be installed according to manufacturer's instructions wherever applicable. END OF SECTION Spring Canyon Community Park SECTION 02877 — PREFABRICATED SHELTERS Page 1 of 1 DIVISION 2 SECTION 02832 — STEEL FENCE PART 1-GENERAL 1.01 Work Included A. The Contractor shall furnish labor, materials, tools, equipment and perform work and services necessary for construction steel fence in the quantities required. Furnish and install supplementary or miscellaneous items, appurtenances and'devices incidental to or necessary for a healthy, sound, and complete, craftsman -like installation. Work to include: 1. Steel Fence. 1.02 Submittals A. Submit the manufacturer's literature, color specification and two (2) posts painted with the specified finish. Do not paint fences in the field until the submittal(s) has been approved by the Owner's Representative. 1.04 Quality Assurance A. Reference Standards: Materials shall comply with standards and specifications of the International Fence Industry Association. A. 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 all work performed under this section. 1.04 Guarantee A. Guarantee fence against defects for a period of two years from the date of final acceptance. B. This guarantee will not be enforced should damage occur due to vandalism, improper maintenance by Owner, lawn mower damage, or other circumstances beyond the control of the Contractor. C. Replace or re -install fence when it is no longer in a satisfactory condition as determined by the Owner's Representative for the duration of the guarantee period. PART 2 - MATERIALS 2.01 Fencing Materials - Rail Fence A. Steel Posts 2.02 Finish A. Powder Coated: Sherwin Williams (SW) 6447 Evergreens 2.03 Hardware and Fasteners A. Hardware and Fastener materials shall comply with standards and specifications of the International Fence Industry Association. Fossil Creek Community Park Water Feature SECTION 02832 — STEEL FENCE Page 1 of 2 PART 3 - EXECUTION 3.01 Layout A. Contractor shall install fencing in the alignment shown on the drawings. 3.02 Installation of Fencing and Other Materials A. Workmanship: The completed fence shall be shall be approved by Owner's Representative. Details of construction not specified shall be performed in keeping with good standard fencing practice. B. Concrete: Set posts in concrete designed to have a minimum compressive strength of 3,000 psi at 28 days. Slope top of footing from posts out to edge approximately one (1) inch to match finish grade at edges. Provide smooth trowel finish on top of footings. C. Line Posts: Space line posts as specified on the drawings and approved by Owner's Representative and set in concrete as detailed. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02832 — STEEL FENCE Page 2 of 2 DIVISION 2 SECTION 02950 - PLANTING, SOIL PREPARATION, FINISH GRADING PART 1 - GENERAL 1.01 Scope A. Bidding Documents and Information, Conditions of the Contract and Division 1 - General Requirements apply to the Work of this Section of the Specifications B. Soil preparation and soil amendments C. Finish grading. D. Fertilizer E. Wood Mulch F. Weed Barrier G. Landscape Boulders H. Tree Stakes, Guys and Tree Wrap I. Plant Materials J. Buffalo and Bluegrass Sod 1.02 Related Sections A. Section 02810 - Irrigation 1.03 Unit Price - Measurement and Payment B. Organic Amendment: By percent complete. Includes supplying amendment. Provide Delivery Tickets with job name and delivery date from supplier. C. Soil Preparation: Includes distribution of soil amendment, grading, ripping, roto-tilling, and finish grading. By the percent complete. Includes all soil preparation, placing and tilling amendments, mulch bed subgrade establishment and finish grading. D. Tree shrub, and groundcover planting: Includes installation of steel header, weed barrier, and mulches, planting of trees, shrubs, groundcovers, perennials, and annuals. Includes fertilization and.backfill. By the percent complete. E. Crusher Fines: Includes subgrade preparation and excavation, installation and compaction of crusher fines materials. By the percent complete. F. Skinned Infield Mix: Includes subgrade preparation and excavation, installation and compaction of crusher fines materials. By the percent complete. G. Sod: Includes furnishing and installation of sod. By the percent complete. H. Landscape Boulders: Includes furnishing and installation of boulders. By the percent complete. 1.04 Protection A. Protect landscaping and other features remaining as final work. B. Protect existing structures, fences, sidewalks, utilities, paving, and curbs. Fossil Creek Community Park Water Feature SECTION 02950 - PLANTING, SOIL PREPARATION, FINISH GRADING Page 1 of 11 1.05 Samples, Submittals and Quality Assurance A. Organic Amendment: Submit sample in a plastic baggie. Product delivered to site shall match the submitted sample. B. Organic Amendment Analysis: Submit copies of amendment analysis from qualified soil testing laboratory. C. Organic Amendment: Submit organic amendment delivery receipts to owner's representative for review. D. Soil Analysis: Submit copies of soil test results from CSU lab. Submit copies of CSU cover letter with recommendations that are provided with soil test. E. Fertilizer: 1. Submit copy of sod fertilizer composition to be used and supplier source. 2. Submit sample of Osmocote fertilizer in a plastic baggie. F. Organic Mulch: 3. Wood Mulch: Submit sample of proposed mulch in a plastic baggie. Submit name of proposed supplier. G. Weed barrier: Submit brand name and model number/name of proposed weed barrier to be used. H. Tree Stakes, Guys, Webbing, and Guying cord. Submit sample of each. 1.06 Inspections A. Site 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 areas as specified. Verify that the areas to be revegetated are protected from concentrated runoff and sediment from adjacent areas. Note previous treatments to the areas such as temporary seeding or mulching and discuss with the Owner's Representative how these treatments will affect permanent revegetation. Report irregularities affecting work of this section to the Owner's Representative before initiating work. When the Contractor begins work under this section, it implies acceptance of existing conditions. 2. Contractor shall notify Owner's Representative prior to start of work. Owner's Representative will be responsible to monitor the work. B. Pre -planting Inspections: 1. Plant material shall be inspected by a Owner's Representative before planting. Inspection of materials may be sequenced by major planting areas to accommodate efficient planting operations. Plants for inspection must be in a single location preferably on the project site. Rejected materials must be removed from the site, replaced and reinspected before planting. If the supplier is a local nursery, tagged plants may be inspected at the nursery. Photographs of the plant materials to be obtained from non -local sources may be submitted to the Owner's Representative for preliminary inspection. This preliminary inspection is subject to final approval of plants at the job site. The Owner reserves the right to reject plant material at any stage of construction or guarantee period. 2. Soil amendments, backfill mixes and mulches will be inspected at the site by the Owner's Representative before they are used in planting operations. 3. Owner's Representatives will inspect staked locations of trees before digging for those plants occurs. Owner's Representatives will inspect the location of shrubs in their containers at the Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 2 of 11 proposed locations before digging commences. Contact Owner's Representative at least two days in advance. C. Substantial Completion Inspection: 1. As soon as all planting is completed, a review and preliminary inspection to determine the condition of the vegetation will be held by the Owner's Representatives upon request by the Contractor. 2. The inspection will occur only after the following conditions have been met: a. Landscape areas will be free of weeds and neatly cultivated; b. Plant basins shall be in good repair; c. Irrigation systems shall be fully operational with heads properly adjusted; d. Debris and litter shall be cleaned up and walkways and curbs shall be cleaned of soil and debris left from planting operations. 3. If, after the inspection, the Owner's Representative is of the opinion that the work has been performed as per the Contract Documents, and that the vegetation is in satisfactory growing condition, he will give the Contractor Written Notice of Acceptance and the Guarantee Period shall begin. 4. Work requiring corrective action in the judgment of the City Representative shall be performed within the first ten (10) days of the guarantee period. Any work not performed within this time will necessitate an equivalent extension of the guarantee period. Corrective work and materials replacement shall be in accordance with the Contract Documents, and shall be made by the Contractor at no cost to the Owner. 5. Final approval and Substantial Completion notice will be given when all deficiencies are corrected. D. End of Guarantee Period Inspection: 1. At the end of the second full growing season the Owner's Representatives will inspect trees for satisfactory condition. The inspection shall take place in September and the Owner's Representative shall contact the Contractor concerning replacements. Replacements may take place the following spring if deemed proper or necessary. 2. The Contractor is responsible for removal of tree stakes, wire and webbing at the end of the guarantee period. 1.07 Plant Material GuaranteeMarranty A. Provide a two-year warranty (unless noted otherwise) from the date of Substantial Completion. Substantial Completion is hereby defined as the point at which the Landscape Contractor is 100% complete with installation and is ready for a Substantial Completion Review. The Owner's representative will have sole authority to grant Substantial Completion. The minimum two-year warranty includes all aspects of this section (except seed) including installation, and materials. B. Guarantee plant material used in this section against defects due to any cause for a period of two full growing seasons from the date of acceptance of all work. This guarantee includes insect infestation or infection by disease organisms. C. Replace woody vegetation when it is no longer in a satisfactory condition as determined by the City Representative for the duration of the Warranty Period. Make replacements within fourteen days of notification from the City Representative. Replacement planting for trees shall be done in the spring planting season, except as approved otherwise. If a tree is in marginal condition at the end of the guarantee period it may be agreeable to both parties to wait until the end of the growing season before deciding whether to replace that tree. Plant materials that are replaced during the warranty period shall be replaced one time at the Contractor's expense. Cost of subsequent replacements, if required, shall be Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 3 of 11 negotiated with the Owner's Representative. Warranty replacement plant materials planted within 6 months after Substantial completion shall have the same end of warranty as the original installation. Plants replaced within 6 months of the end of the warranty shall be warranted an additional 6 months after the date of completion of the initial warranty period. D. This guarantee will not be enforced should woody vegetation die due to vandalism; improper maintenance procedures carried out by the Owner involving over or under watering, lawn mower damage, over -fertilization, fire, flood, or hail or other similar circumstances beyond the control of the Contractor. E. It is the responsibility of the Landscape Contractor to monitor ongoing maintenance of the project during the warranty period. If the Landscape Contractor finds fault with ongoing maintenance activities of the Maintenance Contractor, they shall be immediately brought to the attention of the Owner's Representative. The warranty will in no way be invalidated because of activities of the Maintenance Contractor unless approved by the Owner's Representative. F. Replacements shall be of the same kind and size as originally specified and shall be installed as described in the contract documents unless changes are approved by City Representatives. Repairs and replacements shall be made at no expense to the Owner. 1.07 Sod Warranty/Guarantee A. Guarantee sod against defects for a period of two growing seasons from the date of final acceptance. B. This guarantee will not be enforced should sodded area die due to vandalism, improper maintenance by Owner, lawn mower damage, or other circumstances beyond the control of the Contractor. C. Replace sodded turf when it is no longer in a satisfactory condition as determined by the Owner's Representative for the duration of the guarantee period. PART 2 - MATERIALS 2.01 Organic Amendment A. Organic Amendment shall be A-1 Organic, Colorado Compost (Windsor 686-5121), or equivalent approved 7 days prior to bidding. Compost shall meet the following specifications: A totally organic product (Mountain peat is not acceptable in the amendment) that has been aerobically and naturally processed without the addition of coarse wood chips, in such a manner as to maintain a consistent temperature of 140 degrees Fahrenheit or greater for a period of time sufficient to create the following characteristics, measured by dry weight: 1. Maximum allowable organic matter: 60% 2. Organic matter to nitrogen ratio 2 5: 1 to 30:1. 3. pH: 6.5 to 7.5 4. Salts: 2.0 to 3.0 mmhos. 5. Less that 40% inorganic matter. 6. Less than 5% soil, dirt, or sand 7. Maximum particle size of %" diameter 8. Eradication of all harmful weed seeds, pathogens, and bacteria. 9. A well decomposed earthy smell (non -offensive) 2.02 Topsoil A. Existing on -site topsoil for use as part of backfill mix. Submit a minimum of 2 samples of soil to the . Colorado State University Soil Testing laboratory for analysis and fertilizer recommendations. Samples Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 4 of 11 shall be taken from widely varying sections of the site. 2.03 Fertilizer: A. Fertilizer for turf shall be commercial type, of uniform composition, free flowing, and conforming to applicable state and federal laws. Fertilizer shall be formulated to meet the suggestions of the CSU soil laboratory for turf fertilization. B. Fertilizer for trees, shrubs, and perennials shall be Osmocote Sierrablen, 9 month slow release fertilizer. Apply per manufacturer's recommendations. C. Bone Meal. Commercially available brand. Submit proposed formulation and company name. 2.04 Mulch A. Fibrous Redwood or Fibrous Cedar Mulch shall be used in planting beds. 2.05 Weed Barrier A. Weed barrier shall be - Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. 2.06 Landscape Boulders A. Installation of the art work in the landscape boulders shall be coordinated by the General Contractor. It shall be the responsibility of the general contractor to provide a schedule to the Owner's Representative indicating the necessary completion dates of the boulder installations by location so that the installer of the landscape boulders does not delay construction activities. 2.07 Tree Stakes, Guys, and Tree Wrap 1. Tree Stakes - 8 Foot long, 2" diameter Lodgepole Pine or metal "T" stakes. (Available from Direct Landscape Supply (303) 797-7733). 2. Guy Anchors - 24" long metal "t" posts or approved equivalent. 3. Guying and Staking Cord - 1/4" Diameter yellow nylon rope or 14AWG wire with 1/2" X 12" PVC sleeves. 4. Webbing: 2"nylon webbing or rubberized cloth. No hose permitted. 5. Tree Wrap: 4" minimum width commercial tree wrap. Secure tree wrap with jute rope or a similar biodegradable material. 2.08 . Plant Materials A. Plant List - A plant list is provided on the drawings. Quantities shown on the list are for information only. Contractor shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the plans shall govern. B. Plant Material Quality - Plants shall meet the American Association of Nurserymen (AAN) standards for established plants and, the Landscape Contractors of Colorado standard specifications. The most recent editions shall govern. Plants shall be well branched and well established in their containers or balls. Plants that shown signs of being potbound with substantial roots circling the perimeter of the container may be rejected. Trees shall be Colorado grown, or have been grown at a source with a latitude equal to or north of Colorado and with a similar climate, or have been acclimated in Colorado for at least 3 growing seasons. Shrubs and perennials shall be Colorado grown or have been acclimated to the Colorado climate by being planted early enough in the growing season to adapt to Colorado conditions and develop adequate rooting to survive winter. Meeting these standards shall not relieve the contractor of required conditions of the warranty/guaranty. Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 5 of 11 C. Diseases and injuries - Plants with disease or insects are not permitted. Plants with substantial scarring of the trunk may be rejected. Plants with wounds or broken branches may be rejected D. Plant Review - All plant material is subject to review by the Owner's Representative prior to delivery to the site. Review at the nursery does not constitute final acceptance. All plant material is subject to review at the site prior to planting, review during substantial completion, review at final acceptance, review at any time during the warranty period, and review at the time of the warranty completion. Dead, poor, or unhealthy specimens shall be replaced within 10 days of notification by the Owner's Representative. The Owner's representative or his assigned representative shall be the sole person responsible for deciding whether a plant is to be replaced. E. Botanic and Common Names - Both names are given in the plant list and are in conformance with standard horticultural practice. Plants are to be delivered to the site with tags bearing the botanic name as indicated on the plant list. F. Digging, wrapping and handling - Plants shall be dug and prepared for shipment in a manner that will not cause damage to branches, shape, and future development after planting. G. Balled and burlapped plants shall be nursery grown stock adequately balled with a firm rootball, and in sizes and ratios conforming to the Colorado Nursery Act and in conformance with the AAN standards. Balls shall be firmly wrapped in non treated burlap and bound and secured with wire, nylon, or jute. Broken or heavily damaged balls will not be accepted. Chicken wire is not acceptable. H. Container grown plants shall have been nursery grown in containers and shall have sufficient roots to hold the entire soil mass together when the container is removed. I. Options: If all other requirements for size are met a container plant may be substituted for a balled and burlapped plant. A spaded plant may be substituted for a balled and burlapped plant. 2.09 Plant Protection A. Plants shall be protected at all times from drying out or other injury. Protect balls of plants from drying out. Wrap trees with a protective cloth when transporting. Do not transport trees in a an uncovered moving vehicle when the outside temperature is above 85 degrees Fahrenheit. Spray trees with water prior to travel to any destination. Use caution in handling plants to prevent major damage to roots/ trunk, or branches. 2.10 Sod A. Turfgrass Sod: Certified Approved Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Sod of grass species as follows, with not less than ninety-five (95) percent germination, not less than eighty-five (85) percent pure seed, and not more than one-half (1/2) percent weed seed: Subparagraphs below are examples only. Determine if a single -species grass or mixture of two or mote grass species is required. Insert specific cultivars to each grass species if required. Consult university cooperative extension service or county extension agency for current recommendations. Revise descriptions and insert proprietary seed mixes if preferred. Indicate areas of full sun, sun and partial shade, and shade here or on Drawings. - Full Sun: Kentucky bluegrass (Poa pratensis), a minimum of three improved cultivars. Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 6 of 11 PART 3 - EXECUTION 3.01 Examination A. Verify Rough grading is within ± 1 tenth of a foot. Verify site is free from obstructions, objects, or structures that are not a part of the final site construction. Verify major drainages are completed and in place. Do not start work until the site is acceptable. Once landscape grading has commenced, the Landscape Contractor shall be responsible for bringing all grading to final line and grade and creating positive drainage. B. Verify substrate base has been contoured. 3.02 Clearing A. Prior to any soil preparation , existing vegetation not to remain and which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations the ground surface shall be cleared of materials which might hinder final operations. 3.03 Soil Preparation and Finish Grading A. Ripping: 1. Protection- Field locate all buried cables, wires, electrical service, irrigation lines and any other subsurface element that may be damaged during ripping operations. Stake and/or paint locations with an easily visible system that will enable equipment operators to avoid damaging buried utilities. 2. Prepare irrigated and non -irrigated seed, sod, shrub bed, and ground cover areas as follows: a. Rip soil to a minimum depth of 12" in two directions using an agricultural ripper with tines spaced no greater than 12". Areas adjacent to walks, buried obstructions, structures, curbs etc. where the use of large mechanical equipment is difficult, shall be worked by hand. b. If roots of trees are encountered, minimize ripping operations as needed to avoid cutting roots or damaging plant material. c. Apply Roundup to areas to be seeded a minimum of 2 weeks after topsoil has been redistributed and before application of soil amendment. Apply Roundup only when weeds are growing vigorously. Apply at manufacturers maximum recommended rate. B. Spread the following amendments over the entire area to receive landscaping. Incorporate the amendments into the top 6 inches of soil by rototilling: General Irrigated Shrub Bed, Seed and Sod Areas groundcover, and perennial Area Compost 1 4CY/1,000SF. 5 CY/1,000SF Fertilizer Per recommendation of soil lab report Bone NA 20lbs./100SF Meal Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 7 of 11 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 (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 9 C. Incorporate amendments by discing or rototilling into the top 6 inches of soil. Obtain a uniform mixture. Work tight areas by hand. D. Restore fine grade with float -drag to remove irregularities resulting from tilling operations. Float drag in two directions. Use only a hand rake in perennial and annual beds. E. Eliminate uneven areas and low spots. Establish a finish grade that provides positive drainage as indicated on the grading plans. F. Remove debris, roots, branches, stones, in excess of 1-2" inch diameter in size. G. Coordinate grading of subgrade to the following depths: Adjacent to curb s & other Surfaces Tolerances within Open Areas 1. Seeded areas 1/2" below pavement and curbs 0" ± 1" 2. Sodded areas 1" below curbs and walks 1"± 1/2" 3. Shrub bed areas 3" in gravel mulch; 2" in wood chips 3"± V, 4. Perennial Beds 2" below curbs and walks I ± 2" H. Do not plant until finish grade has been reviewed by the Owner's Representative. This review does not reduce Contractor's responsibility to provide a finished product that drains. 3.04 Weed Barrier A. Weed barrier shall be placed in shrub beds and where noted on the plans and details. Do not place weed barrier in perennial beds. At edges of curbs, walls, structures, pavements, and headers, weed barrier shall be turned down into grade and secured with 11 gauge, 12 inch long staples at 18" inches O.C. B. Where individual weed barrier sheet abut they shall overlap a minimum of 4 inches and be secured with 11 gauge, 12 inch long staples at 18" inches O.C. along the joint. 3.05 Mulching A. Wood Mulch Beds. 1. Place wood or cedar mulch in shrub and perennial beds. 2. Place wood mulch to a 2 inch depth. Do not use weed barrier in perennial mulch beds. 3. Gently brush cedar mulch off of perennials once installed. Take care in placement not to damage newly planted materials. 4. Prior to placing mulch and planting in mulch beds, apply Roundup herbicide to weeds and allow beds to sit for 7 days. Apply Roundup at manufacturers recommended rate for perennials. 5. Place a 2" layer of Cedar Mulch in tree rings. Do not install weed barrier in tree rings. 3.06 Tree and Shrub Planting A. Tree Staking: Prior to planting, stake all proposed tree locations for review by the Owner's Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 8 of 11 Representative. Any plant material installed prior to this review is subject to removal or relocation at the expense of the Contractor. B. Planting Pits: 1. Dig planting pits twice the diameter of the rootball for container and balled and burlapped stock. Establish bottom of the planting pit so that the top of rootballs will be slightly higher than surrounding grade in order to allow for settlement. Roughen edges of planting pits to provide a rough surface on edges. Retain excavated material next to planting pit for mixing organic amendment and fertilizers. 2. For planting trees amend excavated planting pit soil with Bone Meal and organic amendment using the following mix: Bone Meal at the Rate of 1 cup per tree. Organic amendment at the rate of 4 shovelsful (Spade) per tree. 3. Thoroughly combine, organic amendment, and bone meal with excavated soil. Mixture should provide an evenly blended mixture for use as backfill. C. Tree and Shrub Planting: 1. Shrub Planting: a. Remove stock from containers including shrubs in peat pots. Do not break the rootballs. Do not remove plant materials by pulling on the stems of the plants. Once removed, slice the perimeter of the rootballs in several locations using a sharp instrument or butterfly pot-bound plant materials prior to planting by sticking the shovel into the bottom of the rootball and splaying the root mass. Roughen side of the plants to break up circular root growth. b. Plant shrubs so that the plant, when in the ground, is approximately 2 inches above the surrounding grade. Lightly compact backfill in hole after planting and water thoroughly. C. Apply Osmocote fertilizer at the base of the plant after backfilling. Apply at manufacturer's recommended rate. Water lightly to activate fertilizer. 2. Tree Planting a. Establish planting pit as specified above. b. If trees are containerized, remove trees from containers. If trees are balled and burlapped, leave burlap firmly secured until after planting. c. Handle trees carefully during planting. Avoid excessive shaking and rapid movements. Protect tree trunks with a soft cloth or rubberized material when handling by the trunk. d. Roughen the sides of planting pits. e. Gently lower tree into planting pit and set plumb. Establish bottom of pit so that top of tree rootball is approximately 2 inches above surrounding grade. Protect trunk and tree branches while placing tree. f. Untie and remove burlap from the top 1/3 of the rootball. Remove wire basket from the top and 2/3 (or all) of all sides of the rootball. g. Backfill tree planting pit using the mixture described in section 3.713. Backfill one-half of pit with backfill mixture and water in thoroughly before placing any more backfill. h. Backfill the rest of the planting pit with backfill mixture and water in thoroughly. Lightly compact backfill. Do not vigorously compact. i. Apply slow release Osmocote fertilizer around the rootball diameter of the tree. Apply at manufacturer's recommended rate. Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 9 of 11 j. Stake or guy all trees. Trees should be plumb. Stake deciduous trees up to 2 1/2 " caliper. Guy deciduous trees over 21/2 " caliper. Guy all evergreen trees. Install 3 guys per tree at 1/3 points. Drive Guys for evergreens and deciduous trees fully into the ground so no part of the guy is above finish grade. k. Wrap deciduous trees with specified tree wrap. Wrap from bottom of trunk to the first major lateral branch. Secure with jute or other biodegradable material. Install after November 15 and no later than December 15. Remove wrap approximately March 15 and no later than April 15. 1. In non -irrigated grass areas (if any), build a soil watering ring six inches larger than the diameter of the rootball and 4 inches high to form a basin to hold water (not required for conifers). Fill basin with water, being careful not to break the rim of the ring. m. If there are spade dug and planted trees they shall be deep watered with a watering needle angling from the inside of the ball out toward the perimeter. 3.07 Perennial, Groundcover and Annual Planting A. Planting Beds Staking. Prior to planting any perennials or annuals, and prior to installing header or header, stake, flag, or paint proposed beds scaling off the plans to determine bed configuration and size. Contact the Owner's Representative for review of extent and configuration. Do not plant or install header until review has been completed. B. Establish fine grade and subgrade adjacent to headers as described above. C. Prepare soil as per section 3.4 under soil preparation. D. Layout all planting pots prior to planting. Space plants equally within beds to ensure a uniform appearance. Remove all pots prior to planting including peat pots. E. Plant all plant material so that the plants are flush with finish grade (top of mulch) when complete. This will require slightly mounding each plant. Lightly compact soil around base of plant to ensure adequate root/ soil contact. Do not vigorously compact. . F. Reestablish fine grade by hand raking or smoothing grade by hand prior to placing mulch. G. Apply specified mulch taking care not to damage plants. Clear excess mulch from plant foliage. H. Apply Osmocote slow release fertilizer at the manufacturer's recommended application rate. Water in thoroughly. Keep plants moist but not saturated each day for 14 days after planting. 3.08 Sod Installation A. Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in its "Guideline Specifications to Turfgrass Sodding." Deliver sod in time for planting within twenty-four (24) hours of harvesting. Protect sod from breakage and drying. B. Lay sod within twenty-four (24) hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. C. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to sub -grade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 10 of 11 D. Lay sod across angle of slopes exceeding 1:3. Steel staple anchors are commonly used. Anchor sod on slopes exceeding 1:3 with wood pegs[ or steel staples] spaced as recommended by sod Supplier but not less than two (2) anchors per sod strip to prevent slippage. Saturate sod with fine water spray within two hours of planting. During first week after planting, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below sod. 3.09 Maintenance A. General 1. Continuously maintain plantings included in the Contract from the beginning of Contract work and during the progress of work, see Section 02970 Planting Maintenance. 2. The Owner will assume the responsibility of maintenance including watering, fertilizing, weeding, etc. upon written acceptance of Substantial Completion from the Owner. The Contractor shall periodically inspect the project during the two-year guarantee period and immediately notify the Owner's Representative of any irregularities or deficiencies which will affect the guarantee. 3. Round -Up herbicide may be used in mulched tree rings if grass seed has sprouted from seeding operations. 4. The Contractor shall be responsible for resetting of any plants to an upright position or to proper grade and for the removal and replacement of any dead plant material. 3.09 Project Record (As -Built Drawing) A. Maintain one complete set of contract documents on site. Keep documents current. Record changes in location, quantity and species of plant material. Submit corrected drawings to the Owner's Representative prior to final inspection. 3.10 Tree Stakes B. Remove tree stakes, guy wire and webbing at the end of the two -season guarantee period. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 11 of 11 DIVISION 2 SECTION 02970 — PLANTING MAINTENANCE PART 1 - GENERAL 1.01 Scope A. Furnish all supervision, labor, material equipment, and transportation, and perform operations in connection with and reasonably incidental to maintaining planting, including winter watering, called for under this contract. Maintain landscape materials in an attractive, healthy, operable condition until seeded areas are established, landscape punch list items are complete, and landscape work is accepted by Owner. 1.02 Quality Assurance A. Work Force: Contractor's representative shall be experienced in planting and irrigation maintenance. B. Maintenance Record: Submit to the Owner's Representative a monthly record of maintenance operations performed, including a record of all herbicides, insecticides, and disease control chemicals used. 1.03 Environmental Conditions A. The requirements for winter treatment of plants will be applicable when the maintenance period extends past October 15. PART 2 - MATERIALS 2.01 Materials A. Replacement materials shall conform to the specifications for original installation. PART 3 - EXECUTION 3.01 Tree Care A. Watering: When hand watering, use a water wand to break the water force. All trees and shrubs shall be winter watered using a need type root feeder at least once per month between irrigation system winterization and spring start-up. Irrigation system may be used for winter watering, providing the system is re -winterized after each use. B. Staking: Inspect stakes monthly to prevent girdling of trunks or branches, and to prevent rubbing that causes bark wounds. Remove stakes and guys after one year, or as determined by Owner's Representative. Stakes will remain the Contractor's property and shall be removed from the site. C. Weed Control: Keep planting areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Weed at least once per week. D. Insect and Disease Control: Maintain reasonable control with approved materials to prevent visual and structural damage to the plants. E. Wounds: All wounds or injuries should be traced out and disinfected with alcohol or equal. No tree wound compounds or paints shall be applied. F. Tree rings: Mulched tree rings shall be kept tidy and weed free. Fossil Creek Community Park Water Feature SECTION 02970 - PLANTING MAINTENANCE Page 1 of 2 G. Replacement of Plants: Remove dead and dying plants and replace with plants of an equal size, condition, and variety or original planting plan. Replacements shall be made at no expense to Owner. H. Trash Removal: Remove trash, clipped grass, and blown dirt weekly from shrub beds, lawns, walks, and tree basins. Keep the entire area within the limits of planting free from trash and dirt (water or wind carried) at all times. Repair erosion damage for duration of maintenance period. 3.02 Turfgrass Care A. Mowing: Mow only the turf areas as needed to maintain a height of 3 inches. Do not mow wildflowers. B. Edging: Trim edges at least twice monthly or as needed for neat appearance. Catch clippings and removed from lawn areas. Vacuum or blow off walks. C. Watering: Water turf areas at the frequency required to obtain proper turf establishment and to maintain a lush, green lawn. Apply water in such a way to encourage deep root growth. 3.03 Low Maintenance Grasses A. Mowing: Mow low maintenance grasses and wetlands grasses only after they have produced mature seeds and/or gone dormant for the winter or for weed control. B. Watering: Water as frequently as needed to obtain plant establishment (usually 6 to 8 weeks) and thereafter as needed to avoid dieback. Apply water slowly and deeply to prevent runoff and encourage deep root growth. C. Weed Control: The Owner will determine the need for weed control. END OF SECTION Fossil Creek Community Park Water Feature SECTION 02970 - PLANTING MAINTENANCE Page 2 of 2 DIVISION 3 SECTION 03240 — FIBROUS CONCRETE REINFORCING PART 1 - GENERAL 1.01 Work Included A. Fibrous concrete reinforcement 1.02 Related Sections: 1. Section 02750 --Concrete Paving 2. Section 03300 - Cast -in -Place Concrete 1.03 References A. General: Sources listed by reference, including revisions by issuing authority, form a part of this specification section to extent indicated. Standards listed are identified by issuing authority, authority abbreviation, designation number, title, or other designation established by issuing authority. Standards subsequently referenced herein are referred to by issuing authority abbreviation and standard designation. B. American Concrete Institute: 1. ACI 211.1 — Standard Practices for Selecting Proportion for Normal, Heavyweight and Mass Concrete. 2. ACI 318 — Building Code Requirements for Reinforced Concrete. 3. ACI 544.1 R — State -of -the -Art Report of Fiber Reinforced Concrete. 4. ACI 544.2R — Measurement of Properties of Fiber Reinforced Concrete. C. American Society for Testing and Materials: 1. ASTM C 1399-98 — Test Method for Determining Average Residual Strength of Fiber Reinforced Concrete. 2. ASTM C94 — Standard Specification for Ready -Mixed Concrete. 3. ASTM C 1116 — Standard Specification for Fiber -Reinforced Concrete and Shotcrete. 4. ASTM C1018 — Standard Test Method for Flexural Toughness and First Crack Strength of Fiber -Reinforced Concrete (Using Beam with Third Point Loading). 5. ASTM rl 19 — Standard Method of Fire Tests of Building Construction Material. D. American Society of Civil Engineers (ASCE) 1. ASCE 9 — Standard Practice for the Construction and Inspection of Composite Slabs E. Underwriters Laboratories 1. UL Fire Resistance Directory. 1.04 System Description A. Performance Requirements: Provide fibrous concrete reinforcement which has been manufactured and mixed with concrete to achieve performance criteria stated by manufacturer without defects, damage or failure. B. Fire Classifications: Provide fibrous concrete reinforcement with fire classifications as follows: 1. Underwriters Laboratories (UL) Report File No. R8534-11 Fossil Creek Community Park Water Feature SECTION 03240 — FIBROUS CONCRETE REINFORCING Page 1 of 3 2. Southwest Certification Services (SWCS, Omega Point Laboratories, Inc. #8662-1. 1.05 Submittals 1. General: Submit listed submittals in accordance with Conditions of the Contract and Division 1 Submittal Procedures Sections. Printed data shall state a minimum amount of fiber to be added to each type of concrete. 2. Product Data: Submit product data, including manufacturer's product specification sheet for each product specified. a. Indicate proposed fibrous concrete reinforcement materials including application rate per cubic foot. b. Include manufacturer's printed batching and mixing instructions. c. Submit fiber reinforcement's certification of performance meeting or exceeding ASTM C1116. 3. Samples: Submit selection and verification samples. 4. Quality Assurance Submittal: Certificate prepared by the Concrete Supplier stating approved fibrous concrete reinforcement materials, at the minimum rate added to each batch,of concrete delivered to the project site. Each certificate shall be accompanied by one copy of each batch delivery ticket indicating the trade name, manufacturer's name and amount per cubic yard, of fibrous concreter reinforcement material added to each batch of concrete. 1.05 Quality Assurance A. Regulatory Requirements: Comply with the following code requirements applicable to project. Submit applicable National Evaluation Service Report (NER) to document compliance with the following codes: 1. BOCA National Building Code 2. SBCCI Standard Building Code 3. ICBO Uniform Building Code and all supplements as adopted by the Council of American Building Officials. 4. Local Building Codes and supplements as adopted by the governing agency. 1.06 Warranty A. Project Warranty: Refer to the Conditions of the Contract for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's Acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to and not a limitation of, other rights Owner may have under the contract documents. C. Warranty Period: One year commencing on Date of Substantial Completion. PART 2-PRODUCTS 2.01 Fibrous Reinforcing A. Manufacturer: Fibermesh or approved equivalent. 1. Contact: 4019 Industry Drive, Chattanooga, TN 37416; Telephone (800) 635-2308 2. Products: Fibermesh fibrous concrete reinforcement. Fossil Creek Community Park Water Feature SECTION 03240 — FIBROUS CONCRETE REINFORCING Page 2 of 3 2.02 Materials A. Fibrous Concrete Reinforcement: 100% virgin polypropylene, MD Graded, fibers containing no reprocessed olefin materials and specially manufactured for use as concrete secondary reinforcement 1. Physical Characteristics: a. Specific Gravity: 0.91 b. Fiber Length: Multi -Design Gradation 2.03 Related Materials A. Concrete: Refer to Section 02750 and Division 3 for related concrete materials. 2.04 Mixes A. Mixing: Mix materials in accordance with manufacturer's instructions, including product data and product technical bulletins 2.05 Source Quality A. Obtain fibrous reinforcements from a single manufacturer. PART 3 EXECUTION 3.01 Manufacturer's Instructions A. Compliance: Comply with manufacturer's product data including product technical bulletins, product catalog installation instructions and product carton instructions for installation. 3.02 Application A. Fibrous Reinforcement: Add fibrous concrete reinforcement to concrete materials at the time concrete is batched in amount in accord with approved submittals for each type of concrete required. B. Concrete Placing and Finishing: Refer to Section 02750 for placement and finishing concrete materials. END OF SECTION Fossil Creek Community Park Water Feature . SECTION 03240 — FIBROUS CONCRETE REINFORCING Page 3 of 3 SECTION 03300 — CAST IN PLACE CONCRETE PART 1 —GENERAL 1.01 Summary A. This section addresses cast -in -place concrete for manholes, encasement and cut-off walls, including forms, reinforcing steel, finishing and curing and other appurtenant work. 1.02 Related Sections A. Section 02321 — Trenching, Backfilling, and Compacting and Section 02507 — PVC Pipe and Fittings. PART 2 — MATERIALS 2.01 Cement A. All cement shall be Portland cement. 1. Portland cement shall conform to ASTM C 150 2. Portland Cement shall be Type 1/II a. No other cement shall be used without the prior written permission of the Engineer. 2.02 Aggregates A. All fine and course aggregate shall conform to ASTM C33 2.03 Water A. All water shall be free from objectionable quantities of silt, organic matter, alkali, salts, and other impurities, or conform to ASTM C94 2.04 Admixtures A. An air -entraining agent shall be used in all concrete 1. All air -entraining agents shall conform to ASTM C260 2. Total air content of 5 to 8 percent shall be provided B. A water reducing admixture may be used, if approved by the Engineer I . A water reducing admixture shall conform to ASTM C494, for Type A or Type D chemical admixture 2. The water reducing admixture shall not contain any calcium chloride 3. The water reducing admixture shall be compatible with the cement being used. C. Accelerators 1. Accelerators shall conform to ASTM C494 and ACI 306 a. If calcium chloride is used as an accelerator, the amount used should not exceed 2%, by weight, of the cementatious material b. Calcium chloride shall be in solution prior to adding it to the batch process D. Fly Ash 1. When fly ash is used in concrete, the cement replacement. shall not exceed 20% a. Class C or Class F fly ash shall conform to ASTM C618 b. Class C fly ash will not be permitted where sulfate resistant concrete is required Fossil Creek Community Park Water Feature SECTION 03300 - CAST IN PLACE CONCRETE Page 1 of 2 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev 10/20/07 Section 00410 Page 1 E. Any admixture except air -entraining agents, accelerators and retarders must be approved by the Engineer. 2.05 Concrete Reinforcement A. All deformed reinforcing bars shall conform to ASTM A615 or ASTM A617 1. All bars shall be either Grade 40 or 60 B. All welded steel wire fabric shall conform to ASTM A 18 5 PART 3 — CONCRETE 3.01 General A. Contractor shall have a minimum of six (6) sacks per cubic yard, and shall develop a minimum compressive strength of 3500 PSI after 28 days. B. Concrete shall have a maximum allowable water/cement ratio of 0.50, by weight. 1. The water/cement ratio may be increased to .56, by weight, if a water -reducing agent is used. a. High early or rapid set concrete will be allowed in high traffic situations b. Reference paragraph 2.4.13 3.02 Placing A. Unless prior written permission is obtained from the Engineer, concrete shall not be placed unless the air temperature adjacent to the concrete placement is 30 degrees Fahrenheit, and rising. 1. If the temperature drops below 40 degrees Fahrenheit, concrete placement shall cease 2. The temperature of the mix shall not be less than 50 degrees Fahrenheit, nor more than 90 degrees Fahrenheit at the time of placement. 3. If heated mixing water and/or accelerator is used the above temperature restrictions may be waived with prior written permission from the Engineer a. Water shall not be heated to a temperature exceeding 150 degrees Fahrenheit. B. Unless prior written permission is obtained from the District, concrete shall not be placed unless the temperature of the plastic concrete cannot be maintained at 90 degrees Fahrenheit or lower. 1. To facilitate the placement of concrete in hot weather, the aggregate or the water may be cooled. 3.03 Finishing A. Manhole bases and inverts shall be true to line and grade with a smooth invert and a broom finish on the invert benches. 3.04 Curing A. Finished concrete shall be cured by protecting it against moisture loss, rapid temperature change and from rain, flowing water and mechanical injury for a minimum of 72 hours after placement. 1. Concrete shall be maintained at a minimum temperature of 50 degrees Fahrenheit during the curing period 2. The contractor is responsible for protecting the concrete from traffic and the elements. END OF SECTION Fossil Creek Community Park Water Feature SECTION 03300 - CAST IN PLACE CONCRETE Page 2 of 2 DMSION 3 SECTION 07920 Joint Sealants PART 1 - GENERAL 1.01 Summary A. Bidding Documents and Information, Conditions of Contract and Division I — General Requirements apply to the Work of this Section of the Specifications B. Section includes sealants and joint backing for: 1. Masonry Control Joints 2. Sealing at. Opening Penetrations 3. Bedding for Thresholds 4. Construction and Expansion Joints 5. Sidewalk/Foundation Wall Joint 6. Precast Concrete Joints 1.02 Related Sections: 1. Section 02750 —Concrete Paving 2. Section 03300 - Cast -in -Place Concrete 3. Section 08110 — Steel Doors and Frames 4. Section 13210 Specially Placed Concrete Shotcrete 5. Division 16 - Electrical 1.03 Submittals A. General Requirements: Section 01330 B. Product Data: Submit data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, installation instructions and color availability. C. Submit 2 copies of sealant manufacturer's color samples for each type of sealant for color selection by Owner. D. Submit schedule or matrix listing locations of use and dissimilar materials sealed for.each product E. Install 5 lineal feet of each type of exposed to view sealant for acceptance of color and workmanship by Owner. Installation may become part of final work if accepted. Performing work without Owner's acceptance will be subject to rejection and removal by this contractor. 1.04 Delivery Storage and Handling A. General Requirements: Section 01600 B. Deliver materials in manufacturer's original, unopened packaging, with identification, labels intact and legible. C. Store materials in area protected from weather, moisture, sunlight, open flame and sparks D. Do not use material whose shelf life has expired 1.05 Environmental Requirements A. Observe environmental precautions based on conditions Fossil Creek Community Park Water Feature SECTION 07900 — JOINT SEALANTS Page 1 of 4 B. Meet requirements of sealant manufacturer's recommendations for maximum and minimum application temperatures and humidity 1.06 Quality Assurance A. Applicator Qualifications: Installation of sealants shall be done only by recognized sealant contractors in strict accordance with recommendations of the manufacturer of materials being used. B. Sealant not fully adhered to joint surfaces and not neat and workmanlike in appearance will be rejected. Rejected work shall be removed and joints thoroughly cleaned prior to installing new sealant 1.07 Warranty A. Provide a project warranty covering materials and workmanship for a period of 2 years. Correct defective work within a 2 year period after Date of Substantial Completion. B. Include coverage for installed sealants and accessories which fail to achieve airtight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2-PRODUCTS 2.01 Joint Sealant Symbols A. Sealant Types/Grades: Type S = Single Component; Type M = Multiple Components; Type P = Pourable or Self Leveling: Grade NS = Non -Sag; Class (25) = Withstands 25 percent movement. B. Sealant Uses: NT = Non -Traffic; M=mortar; G=glazing; A=aluminum; T=traffic; O=Tested on substrates other than standard ones. 2.02 Product Description/Uses A. High performance general purpose (non -traffic) silicone; ASTM C920, Type S, Grade NS, Class 25, Uses NT, M, G,A, and O; single component, non -sagging, non -staining, non -bleeding. 1. Color: Colors as selected by the Owner 2. Applications: Use for: a. Control, expansion, and soft joints in masonry, exterior b. Joints between concrete and other materials c. Joints between exterior metal frames and other materials d. other exterior non -traffic joints for which no other sealant is indicated. 3. Movement Capability: 50 percent + 4. Service Temperature Range: -65 to +200 degrees F 5. Shore A Hardness Range: (ASTM D2240) 20 to 35 6. Manufacturers/Products a. Sonalastic "Ultra" b. Dow "790" c. GE "U1traPruf II" d. Acceptable Substitution B. General Purpose Traffic Bearing Self -leveling Polyurethane; ASTM C920, Type P, Class 25, Uses T, M, and A; single component, non -staining, non -bleeding. Fossil Creek Community Park Water Feature SECTION 07900 — JOINT SEALANTS Page 2 of 4 1. Color: Standard colors matching finished surfaces 2. Applications: Use for exterior and interior pedestrian traffic bearing joints; joints between foundation walls and adjacent sidewalks: 3. Movement Capability: 25 percent + 4. Service Temperature Range: -40 to +180 degrees F 5. Shore A Hardness Range: (ASTM D2240) 20 to 35 6. Manufacturers/Products a. Pecora "Urexpan NR201" b. Sonolastic "SL-1" c. , Acceptable Substitution C. General Purpose Interior Sealant; Acrylic emulsion latex; ASTM C834, single component, non- staining, non -bleeding, non -sagging, paintable. 1. Color: Colors as selected by Owner 2. Applications: Use for interior wall and ceiling control joints (except masonry control and expansion joints), joints between door and window frames and wall surfaces and other interior joints for which no other type of sealant is indicated. 3. Movement Capability: 2 to 5 percent + 4. Service Temperature Range: 2 to 160 degrees F 5. Shore A Hardness Range: (ASTM D2240) 15 to 40 6. Manufacturers/Products a. Pecora "AC-20+" b. Sonolastic "Sonolac" c. Acceptable Substitution D. Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, non-drying, non -skinning, non -curing. 1. Applications: Use for under door thresholds and concealed sealant bead in sheet metal work. 2.03 Accessories A. Primer: Non -staining type, recommended by sealant manufacturer to suit application B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials C. Joint Backing:.Round foam rod recommended by sealant manufacturer ASTM D1056 or ASTM. D1667, oversized 30 to 50% larger than joint width 1. Manufacturers: a. Dow "Ethafoam" b. Sonneborn "Sonofoam" C. Denver Foam d. Schlegel Mfg. "Schlegel Foam" C. Acceptable Substitution D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application Fossil Creek Community Park Water Feature SECTION 07900 — JOINT SEALANTS Page 3 of 4 PART 3 EXECUTION 3.01 Examination A. Verify substrate surfaces and joint openings ready to receive work B. Verify joint backing and release tapes are compatible with sealant. Use only materials recommended by manufacturer for specific type of sealant 3.02 Preparation A. Remove loose materials and foreign matter which may impair adhesion of sealant B. Clean and prime joints per manufacturers' instructions C. Perform preparation in accordance with ASTM Cl 193 D. Protect elements surrounding sealant installation from damage, disfiguration or overrun 3.03 Installation A. Perform installation in accordance with ASTM C 1193. Installation not tooled correctly or overrun on other materials is cause for rejection B. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck dimension and surface bond area as recommended by manufacturer C. Apply sealant prior to masonry having sealer applied D. Install bond breaker where required or where joint backing is not used. E. Install sealant free of air pockets, foreign embedded matter, ridges and sags F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. G. For extra wide joints, over 3/ inch, use polyurethane recommended by manufacturer for wide joints. H. Tool joints concave where moisture is anticipated. Tool all other joints concave I Press clean, dry sand into sealant surface prior to curing joints in masonry walls, including joints adjacent to window, door and other metal framing. J. Clean adjacent soiled surfaces, Protect sealants until covered. 3.04 Extra Materials A. Perform installation in accordance with ASTM C 1193. Installation not tooled correctly or overrun Deliver to Owner extra materials from same production run as products installed. Package products with protective coverings and identities with descriptive labels including locations used. 1. Furnish 2 tubes of each color and type of sealant including primer 2. Furnish 1 roll of compatible backer rod for each type of sealant END OF SECTION Fossil Creek Community Park Water Feature SECTION 07900 — JOINT SEALANTS Page 4 of 4 'DIVISION' 8 DOORS. � `I SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Hollow metal doors. 2. Hollow metal frames. B. Related Sections: 1. Hardware including Thresholds and Weatherstripping: Section 08710 Door Hardware. 2. Field Finish: Section 09900 Paints and Coatings. 1.02 References A. Reference Standards: See Section 01423. Comply with following: 1. NAAMM Standard HMMA 861 or ANSI A250.8-1998. 2. ANSI Al 15 Specifications for Door and Frame Preparation for Hardware. 1.03 Submittals A. Shop Drawings: Submit in accordance with Section 01330. B. Templates: Hardware templates for hardware mounted on hollow metal work shall be submitted under Section 08710 directly to hollow metal manufacturer immediately after acceptance of hardware schedule. Report failure to receive templates with reasonable promptness to General Contractor. C. Color to be light grey, submit paint sample for approval. 1.04 Quality Assurance A. Regulatory Requirements: 1. Fire Rating: Provide fire rating label acceptable to local building code authority on doors and frames indicated on the door schedule. If any door or frame scheduled to be fire -rated cannot qualify for appropriate labeling because of its design, hardware or any other reason, advise Architect prior to submission of bids. 2. NFPA Standard No. 80. 1.05 Delivery, Storage and Handling A. General: Store frames in manner to prevent twisting. Doors with dimples or dents will be rejected. PART 2 - PRODUCTS 2.01 Door and Frame Manufacturers A. Manufacturers: 1. Southwestern Hollow Metals 2. Gateway Metal Products 3. North Central Supply 4. Curries Manufacturing 5. Elco Metal Products Fossil Creek Community Park Water Feature SECTION 08110 — STEEL DOORS AND FRAMES Page 1 of 3 6. Transit Mix Door Shop 7. State Door, Inc. 8. Accepted substitute in accordance with Section 01600. 2.02 Hollow Metal Frames A. General: Frames for hollow metal doors, indicated to be hollow metal shall be of design sections as detailed and assembled as indicated. B. Gages: 1. Frames on Exterior Walls: 14 gage steel. C. Construction: Construct frames encompassing one or more doors with sidelights or transoms, and steel window walls, etc., in rigid units of as large size as practical to reduce to minimum number of job -fabricated joints. 1. Joints and Connections Including Job -Fabricated Joints: Welded and ground and entire assembly reinforced and braced as required to ensure absolute rigidity. 2. Where so indicated or as required, provide channel stiffening within and securely welded to frame member. 3. Do not use exposed screws except where specifically accepted. D. Accessories: 1. Reinforcement for Hardware: Machine frames for attachment of hardware, including mortising, reinforcing, drilling and tapping for hinges. a. Butt Hinges: Seven gage, 12" long, full width of frame profile or equivalent. b. Closers: 10 gage, 12" long, full width of frame or equivalent. c. Strikes, Flush Bolts and Other Surface Mounted Hardware: 12 gage or equivalent. 2. Anchors: Furnish anchors of type and number required for anchoring frames to structure, partitions, etc. as follows: a. Three jamb anchors on seven foot high jamb. b. Four jamb anchors on jambs over seven feet. c. Wire anchors will not be allowed. Provide such installation instructions as are necessary to ensure proper installation of anchors. E. Hinges: Install mortar protection box behind each hinge cut. 2.03 Hollow Metal Doors A. General: Doors indicated to be hollow metal shall be hollow metal, flush, swing type doors of types indicated. B. Construction: Construct hollow metal doors from 14 gage steel, fully welded, ground smooth and completely sound and fire insulated. Provide thermal insulation in exterior doors. Manufacture hollow metal doors and panels with flush tops, sides and bottoms. Plastic inserts are not acceptable. Vertical seams shall be fully welded. Lock seams or epoxy filled seams are not acceptable. C. Labels: Provide fire rated construction and UL labels where listed in door schedule. D. Hardware: Mortise and reinforce doors to receive hardware. 1. Hinges: Seven gage steel plate, 9", welded to continuous 16 gage interior edge channels or equivalent. Drill and tap. Use of coined or extruded holes not acceptable. 2. Locks, Latches, Push/Pulls: 12 gage steel spot welded to 16 gage interior edge channels or equivalent and designed to provide adequate support and reinforcement for required hardware. 3. Closers: Not less than 12 gage internal reinforcement. Provide special attention to reinforcing doors where Fossil Creek Community Park Water Feature SECTION 08110 —STEEL DOORS AND FRAMES Page 2 of 3 closers are to be bolted through door. E. Insulation: Foam or batt type. Honeycomb core is not acceptable. 2.04 Finish A. Cleaning and Primer: 1. Thoroughly clean surfaces of grease, rust and scale to insure paint adherence. Apply filler to doors where required to produce a smooth surface. , 2. Doors and Frames to be painted light grey: Apply one coat of baked on factory primer. PART 3 - EXECUTION 3.01 Installation A. Frames: 1. Set steel frames accurately in accordance with details, straight and free of twist with head level and jambs plumb. Rigidly anchor to walls and partitions and securely brace until surrounding work is completed. Provide deflection clearances at frame heads where indicated. 2. Fire -Rated Openings: Place frames and provide clearances in accordance with NFPA Standard No. 80. 3. Field Welds: Make welds full length of joints. Remove splatter and grind exposed welds to match adjacent surfaces. Provide Architect with ample notice to review welds before finish operations begin. 4. Wherever possible leave spreader bars in place until frames are securely anchored. 5. Jambs shall be filled with grout under Section 04810 where frames occur in masonry walls. B. Doors: Apply hardware in conformance with hardware manufacturer's templates and instructions. Hang doors to be free of binding with hardware functioning properly. 1. Clearance Tolerances: a. Head: 1/8" maximum. b. Jamb: 1/8" maximum. c. Between Doors (Pair): 1/8" maximum. d. Sill without Threshold: 1/2" maximum. 3.02 Adjusting A. Adjustment: At completion of job, adjust doors and hardware as required and leave in proper operating condition. END OF SECTION Fossil Creek Community Park Water Feature SECTION 08110 — STEEL DOORS AND FRAMES Page 3 of 3 DIVISION 8 - DOORS SECTION 08710 —DOOR HARDWARE PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Door Hardware B. Related Sections: 1. Hollow Metal Doors and Frames: Section 08110 Steel Doors and Frames. 2. Threshold Sealant: Section 07920 Joint Sealants. 1.02 Submittals A. Hardware Schedule: 1. Within 20 days after receipt of order for finish hardware, prepare complete schedule and submit in accordance with Section 01330. 2. Do not order hardware until accepted copy of schedule is returned to supplier bearing stamps of Contractor and Architect. 3. Include catalog cut of each different hardware item on hardware schedule. 4. Schedule: Indicate following details: a. Door Numbers b. Frame Materials c. Location d. Hand of Door e. Size and Thickness of Door f. Degree of Opening g. Door Material h. Type of Attachment i. As well as any other pertinent information regarding door and quality and type of hardware to be furnished. B. Templates: Within 10 days after receipt of accepted hardware schedule, submit four sets of templates and schedules to: 1. Hollow metal door and frame supplier. C. Quality Control Submittals: 1. Submit in accordance with Section 01330. D. Contract Closeout Submittals: 1. Operation and Maintenance Data: Submit in accordance with Section 01700. Include printed sheets from manufacturer covering hardware furnished. Include following information: a. Name, address and telephone number of hardware suppliers. b. Maintenance instructions and parts list for each type of operating hardware including: Fossil Creek Spray Park SECTION 08710 — DOOR HARDWARE Page 1 of 5 (1) Locks (2) Exit Devices (3) Closers 1.03 Quality Assurance A. Supplier Qualifications: Hardware supplier shall have in his employ regular member, in good standing, of American Society of Architectural Hardware Consultants, who shall be responsible for detailing, scheduling and ordering of finish hardware. B. Regulatory Requirements: Provide Underwriters Laboratory listed hardware for fire or accident hazard where scheduled or required to maintain rating of opening. 1.04 Delivery, Storage and Handling A. General: Comply with Section 01600. 1. Delivery: Deliver hardware to job site only after proper provisions for storage have been made. 2. Labels: Properly package and label each item to indicate exact location for which intended. 3. Check -In: Hardware supplier shall authorize his representative to be present when finish hardware is delivered to site and shall check in each item and turn over to Contractor for storage in secure place under lock and key. 1.05 Warranty A. Warranty: Provide following written warranties covering hardware in accordance with Section 01780. 1. Warranty against mechanical failure of door closers for five year period. 2. Warranty against failure of parts for hardware except door closers for two year period. Warranty shall include cylinder locks. PART 2 - PRODUCTS 2.02 General Material Requirements A. Fasteners: Furnish necessary screws and bolts for proper installation. Provide suitable sizes, type and finish to harmonize with hardware. 1. Hardware Attached to Metal: Templated and fastened with machine screws long enough to penetrate 1/2" thick reinforcing. C. Cylinders: Furnish cylinders of same keyway unless otherwise specified. PART 3 - EXECUTION 3.01 Installation A. General: Provide factory hardware technician to be present to assist and instruct those applying finish hardware. B. Fastening: Furnish items of hardware with attachment screws, bolts, nuts, etc. as required to attach hardware to type of material involved and with finish to match adjacent hardware. 1. Make attachments to metal by template machine screws. 2. Through -bolt hardware such as door closers, forearm shoes of closers, holding devices and panic hardware mounted on doors or panels. 3. Attach hardware to masonry or concrete with expansion bolts or similar drilled anchors to develop full strength of attached device. Set expansion anchors in solid masonry not mortar Fossil Creek Spray Park SECTION 08710 — DOOR HARDWARE Page 2 of 5 0 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, 7025 Water Feature Renovation at Fossil Creek Community Park. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection .therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Rev10/20/07 Section 00410 Page 2 joints. C. Weatherstripping and Thresholds: 1. Weatherstripping: Run full height of both jambs and full width of head. 2. Thresholds and Door Bottoms: Run full width of opening. Install thresholds with continuous threshold anchors cast into slab and set in sealant under Section 07920. D. Mounting Heights (Unless Otherwise Indicated): Dimensions given are from floor to center line of hardware item. 1. Door Knobs and Levers: Standard - 38 Inches 2. Pushplates: Standard - 46 Inches 3.03 Protection A. Painting: Do not install kickplates, pushplates, and door bottoms until after painting is complete. Loosen locksets and panic hardware prior to painting and retighten after painting is complete. Mask hardware or otherwise protect during painting operation. 3.04 Adjustment A. Adjusting by Hardware Manufacturer's Representative: Prior to final inspection, inspect and adjust door closers, locks and items requiring close adjustment and regulation and check keying. 3.05 Hardware Schedule A. Attached Hardware Schedule B. Keying to match existing key set specifications to be provided by City Parks Department Per attached hardware schedule Fossil Creek Spray Park SECTION 08710 — DOOR HARDWARE Page 3 of 5 HARDWARE SCHEDULE Legend: Manufacturer (SCH) Schlage (GLY) Glynn Johnson (PEM) Pemko (IVE) Ives Schedule Notes: 1. It is the intention that the hardware specified shall be of sufficient quantities necessary to complete the Work. Notify the Architect of omissions or discrepancies prior to bid date for clarifications or instructions. Adjustments to the Contract Sum will not be allowed for omissions not clarified prior to bid opening. 2. Hardware supplier shall be a certified direct distributor and be a full sales and service organization for the manufacturer's listed. Compliance with this Section shall include letters of certification from the manufacturers certifying the hardware supplier is a factory direct authorized distributor. Certifications shall be submitted for approval with and be incorporated with hardware schedule submittal. Submittals will not be considered without the certifications. 3. Furnish all items in US26D, Satin Chrome unless otherwise specified, Thresholds and Weatherstrip shall be Mill Finish Aluminum. Closers shall be Powder Coated Aluminum. Trim and Flat Goods may be furnished in US32D, Satin Stainless Steel. 4. Hinges at out -swinging doors with locksets shall have a non -removable pin (NRP). 5. Hardware supplier shall verify all lock functions with Owner prior to ordering material. Hardware supplier shall meet with the Owner to finalize keying requirements and obtain keying instructions in writing. Both the cylinders and keyblanks shall be protected from unauthorized manufacture and distribution by the manufacturer's United States patents. All cylinders shall be keyed by supplier, combinated in sets or subsets, masterkeyed or grandmaster the City Of Fort Collins keying system. Quantities of permanent keys will be as determined by the Owner. Permanent keys shall be stamped with the applicable key mark as determined by the Owner for identification, and sequentially numbered per change on the reverse side of the key that the key mark is stamped on. Permanent keys shall also be stamped "Do Not Duplicate". Deliver all permanent keys and cores direct to Owner from supplier by secure courier return receipt requested. Owner shall be responsible to change out the permanent cores. All cylinders shall be furnished with temporary cores. Furnish 5 construction keys and 1 construction control keys. Fossil Creek Spray Park SECTION 08710 — DOOR HARDWARE Page 4 of 5 DOOR NUMBER: 1 EACH TO HAVE: 3 EA HINGE 1 EA STOREROOM LOCK 1 EA PRIMUS CORE ONLY 1 EA OVERHEAD HOLDER 1 SET SEALS 1 EA DOOR SHOE EA THRESHOLD Fossil Creek Spray Park 5661 4.5 X 4.5 ND96TD SPA 20-740 90OH-J 305CS HEAD AND JAMBS 216APK OR 2221APK (AS REQUIRED - NOTCH FOR FRAME STOP) 273X3AFG MS&ES10 (OR AS DETAILED) END OF SECTION 652 IVE 626 SCH 626 SCH 630 GLY AL PEM AL PEM AL PEM SECTION 08710 — DOOR HARDWARE Page 5 of 5 SECTION 13210 - SPECIALLY PLACED CONCRETE: SHOTCRETE 1.0 PART ONE - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of contract, including general and supplementary conditions and Division 1 - Specifications Sections, apply to Work of this section. 1.2 DESCRIPTION OF WORK: A. Work includes preparation of substrate surface, placing of reinforcement, gun applied concrete and related items as shown, specified, or both shown and specified. 1. Shotcrete Walls 1.3 SUBMITTALS: A. SHOP DRAWINGS/ CONSTRUCTION DETAILS B. GENERAL 1. No work shall be done except from reviewed drawings, photographic references and construction maquettes (models), each of which must be kept at all work locations. 2. Review shall not act to relieve the Contractor from responsibility for accuracy of the fabrication details and placing diagrams. Dimensions and locations to be verified prior to the presentation of shop drawings/maquettes. C. DRAWINGS/MAQUETTES 1. Shop drawings for reinforcement prepared according to ACI 315.80 "Details and Detailing of Concrete Reinforcement," for the following: A. All hand -carved artificial rockwork. E. WRITTEN INFORMATION: 1. Proposed mix proportion. F. PRODUCT DATA: I . Mill reports for reinforcing steel. 2. Data for proprietary materials and items, including admixtures, patching compounds, curing compounds, and others as requested by Architect/Owner's representative. G. SAMPLES: 1. General: Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 1 of 18 a. Samples shall represent the finished surfaces, texturing, coloring, etching, etc., as shown on the documents. No concrete shaping or texturing shall begin prior to approval of samples. b. Samples shall not be removed until the completion of work. c. Rejected samples shall be resubmitted for approval at no additional cost to the Owner. 2. Samples: a. Furnish representative samples of materials for material testing, mix proportion testing, and preparation of preconstruction test panels. b. Sample panels of all different textures as shown in the documents. H. ADMINISTRATIVE SUBMITTALS: 1. Description of planning, equipment and methods. 2. Construction schedule: Coordinate with general construction schedule as per Division 1. 1.4 QUALITY ASSURANCE: A. QUALIFICATION OF SHOTCRETE CONTRACTOR: 1. The Shotcrete Contractor shall have been in business a minimum of five (5) years and indicate irf detail his experience in the construction of the following (at least 5 examples of each): a. Artificial shotcrete water features, rockwork and planting pockets similar to those shown on the drawings and photographic references. b. Shotcrete sculptures of similar scale and size as those shown on the drawings. c. Shotcrete play elements suitable for climbing. B. ARCHITECT'S DIRECTION: 1. It is intended that the finished products of Work in this Section simulate natural rock as shown in the construction drawings, Designer's directions and aesthetic intentions and as specified herein: a. To achieve these simulations, the Shotcrete Contractor shall coordinate and cooperate fully with contractors and with the Architect/Owner's Representative. b. All Work in this Section shall be performed under the direction of the Architect/ Owner's Representative. c. The Architect/Owner's Representative explicitly reserves the right to continuously monitor the Work for aesthetic quality and to assume control of the Work through direction of the Shotcrete Contractor's job superintendent until specified effects are achieved. C. DESIGN CRITERIA: 1. The fabrication of artificial rockwork and placement, installation, and/or adjustment of fmish details shall be accomplished in such a manner as to appear as realistic as possible and "read right" to the trained eye. The environments being simulated are as described on the individual drawings. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 2 of 18 2. This project is artistic in nature and may require field adjustments to completed work to obtain the desired effect. The Architect/Owner's Representative will decide questions of aesthetic effect. Minor changes or adjustments to in -place work shall be made at no increase in Contract Sum. D. JOB MOCK-UP 1. Erect hand -carved rockwork walls of not less than 25-square feet after the approval of photographs and sample panels as specified in paragraph 1.3 B, but before the commencement of rockwork construction. This mock-up shall represent the finished surfaces texturing, coloring, etching, seaming, etc. 2. The mock-up shall serve as a standard by which the aesthetic qualities of future rockwork construction will be based. 3. The installation of all work under this Section shall be performed by the Shotcrete Contractor. No work shall be executed without the Shotcrete Contractor being present on the premises. 1.5 PHOTOGRAPHS: A. REFERENCE MANUAL: Color copy reference photos displaying color, form and texture of actual landscape features, will be provided to the Shotcrete Contractor by the Architect/Owner's Representative. These photographs are a part of the Contract Documents and shall form the basis for the Shotcrete work in conjunction with the drawings. Shapes, forms, colors and textures shown in the photographs take precedence over references made to these items in the drawings and models. Drawings and models will take precedence over the photographs with respect to layout, dimensions, grades, structural reinforcing and detailing. 1.6 STANDARDS: A. CODES: 1. Comply with the provisions of the following codes, specifications and standards. However, in case of conflict with the specifications and drawings, the strictest provision shall take precedence. B. STEEL: 1. CRSI "Manual of Standard Practice"; 2. ACI 315, latest edition, "Manual of Standard Practice for Detailing Reinforcing Bars". 3. American Society for Testing and Materials (ASTM): The specifications and standards hereinafter referred to, latest edition. 4. Mill Affidavits: Mill affidavits, stating the grades and physical and chemical properties of the reinforcing steel, an conformance with ASTM Specifications, shall be submitted to the Architect before delivery of the steel to the job site. 5. ASTM-A 615 "Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement." C. SHOTCRETE: Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 3 of 18 1. ACI 506 "Recommended Practice for Shotcreting" 2. ASTM-618-73 "Standard Specification for Fly Ash..." 1.7 PROTECTION OF PROPERTY: A. CONTAMINATION: 1. In addition to normal precautions for the protection of the public, workers and property, take special precautions to prevent contamination of soil with cement, paint, dye and other chemical materials. B. CHEMICALS: 1. Limit the area for working and storing chemical materials to areas within ten horizontal feet of Shotcrete structures and other areas specifically approved by the Owner. C. RUNOFF: 1. Control runoff from mixing and placing operations. Channel runoff directly to an approved drainage system, or pond in an on -site location approved by the Owner's Representative. D. WASTE DISPOSAL: 1. Dispose of waste material, rebound and cement and chemical containers off -site except as specifically allowed by these Specifications. 1.8 DELIVERY, HANDLING AND STORAGE: A. GENERAL: 1. Properly deliver and handle materials to prevent contamination, segregation or damage to materials. B. REINFORCING STEEL: 1. Delivery: Deliver reinforcement to the job site bundled, tagged, and marked. Use metal tags indicating bar size, lengths, and other information corresponding to marking shown on placement diagrams. Deliver new and free from rust and mill scale in original bundles with mill tags intact. 2. Storage: Store reinforcement at the job site in a manner to prevent rusting, bending and accumulation of dirt and excessive scarring to epoxy coating and/or rust. . 3. Placement: At time of original placing, the reinforcement shall be free to deleterious matter that would inhibit bond. Sandblast or wire brush as required. C. CEMENTS & AGGREGATES: 1. Store cement in weather -tight enclosures to protect against dampness and contamination. 2. Prevent segregation and contamination of aggregates by proper arrangement and use of stockpiles. 1. Store admixture properly to prevent contamination, evaporation, freezing or other damage. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 4 of 18 1.9 PROJECT CONDITIONS: A. EXAMINATION OF SUBSTRATE & CONDITIONS: 1. The installer must examine the conditions under which the work under this Section is to be performed, and notify the General Contractor of any unsatisfactory conditions. Do not proceed with work under this Section until unsatisfactory conditions have been corrected in a manner acceptable to the installer. B. PROTECTION OF INSTALLED WORK: 1. Protect installed work from damage by other trades until Owner's acceptance of work. Advise General Contractor of required protection procedures. C. COORDINATION: 1. Coordinate with other work and other contractors and subcontractors whose work will be effected by the Shotcrete work. 1.10 SEQUENCING, SCHEDULING, AND COORDINATING: A. PRE -INSTALLATION MEETING: 1. Prior to commencing installation, arrange a job site meeting to be attended by the Shotcrete Contractors' Representative, and the Representatives of other trades associated with the work of this Section and related Sections. B. PURPOSE OF MEETING: 1. The purpose of the meeting shall be to discuss requirements of the Contract Documents, shop drawings, job and surface readiness and material storage and protection, to assure that details are correct, that materials shall be installed properly, and coordination of other trades. C. MEETING REPORT REQUIREMENTS: 1. Meeting date, names and affiliations of those present. 2. Written statements from each installer and manufacturers' Representative of their acceptance of the requirements of the Contract Documents for the use of their material. D. MEETING REVIEW: 1. Do not commence work of this Section unless documents required herein above have had their fmal review by the Architect/Owner's Representative and Owner's Representative. 1.11 GUARANTEE: A. Guarantee Work listed in this Section for one year from date of Final Acceptance. B. Provide two copies of written statement of guarantee, satisfactory of Architect prior to Final Acceptance. 2.0 PART TWO - PRODUCTS Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 5 of 18 2.1 REINFORCING MATERIALS: A. REINFORCING BARS: 1. Comply with ASTM A 615, Grade 40. B. WELDED WIRE FABRIC: 1. 6 x 6-W2.1 x W2.1 WWF, comply with ASTM-185 or ASTM A 82. C. STEEL LATH: 1. Unpainted 1.75 pound black expanded metal lath, maximum 1/2 inch clear apertures. D. SPACERS: 1. Backup forms shall be fastened to reinforcing bars by means of special tie wires, as shown on the drawings. E. SUPPORTS FOR REINFORCEMENT: 1. Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing supporting, and fastening reinforcing bars. Use only supports manufactured for that purpose. Brick, stone and similar materials are unacceptable. f9ma.� licl 1. 16-gauge soft -annealed galvanized steel tie wire. 2.2 PNEUMATICALLY PLACED SHOTCRETE: A. DEFINITION: 1. Pneumatically placed wet mixture of aggregate and portland cement. Minimum strength of 3,000 PSI in 28 days. B. CEMENTS: 1. Use cement conforming to one of the following: a. Portland Cement conforming to ASTM C-150. Use only one brand of cement throughout the project. b. Blended hydraulic cement conforming to ASTM C-595 type IS, IS -A, IP or IP-. C. AGGREGATES: 1. Standard Aggregates: a. On Shotcrete on the first floor on grade or on slab on grade shall use normal weight aggregates conforming to ASTM C-33. b. Aggregates shall be manufactured from natural rock or stone, washed gravel either natural or crushed, clean, and free of deleterious substances. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 6 of 18 2. Structural Substrate - Gradation limit for combined aggregates. Aggregate conforming to the following: Sieve Size Percent by weight U.S. Standard passing individual Square Mesh Sieves 3/4 in. 100 1/2 in. 80-95 3/8 in. 70-90 No. 4 50-70 No. 8 35-55 No. 16 20-40 No. 30 10-30 No. 50 5-17 No. 100 2-10 Batch fine and coarse aggregates separately to avoid segregation. 3. Texture Coat - Gradation limit for combined aggregates i Sieve Size Percent by weight U.S. Standard passing individual Square Mesh Sieves 3/4 in. 1 /2 in. 3/8 in. 100 No. 4 95-100 No. 8 80-100 No. 16 50-85 No. 30 25-60 No. 50 10-30 No. 100 2-10 2.4 WATER: A. MIXING WATER: 1. Use fresh, clean and potable mixing water or use nonpotable water, which produces mortar cubes having 7- and 28-day strengths equal to at least 90 percent of the strength of similar specimens made from water from a municipal supply. Make strength comparison on mortar cubes in accordance with ASTM C 109. B. CURING WATER: 1. For finish Shotcrete, use curing water which is free from elements which could cause staining. 2.5 ADMIXTURES: A. Use accepted admixtures meeting the requirements listed below, if admixtures are required or permitted. Except as otherwise accepted, dissolve soluble admixtures in water before introduction into the mixture. Agitate liquid admixtures which settle. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 7 of 18 IN WITNESS WHEREOF, the Principal and th and seals this day of corporations have caused their corporate presents to be signed by their proper forth above. PRINCIPAL Name• Address• By: Title: ATTEST: By: (SEAL) e Surety have hereunto set their hands , 20 , and such of them as are seals to be hereto affixed and these officers, the day and year first set By: Title. SURETY (SEAL) Rev 10/20/07 Section 00410 Page 3 B. Chemical admixtures conforming to ASTM C494. C. Air entraining admixtures conforming to ASTM C260. D. Calcium chloride conforming to ASTM D98, in predissolved flake or pellet form. D. Fly ash and pozzolanic materials conforming to ASTM C618. E. Integral Color used in Mudbanks - Davis Colors 'Mesa Buff color #5447 - 2 lbs. / 94 lbs. Cement. Or approved equal. F. Other admixtures that are permitted or required. 2.6 MOISTURE RETAINING COVER: A. BURLAP: Cloth made from jute and weighing approximately 9 oz. per sq. yd. For moist curing and conforming to AASHTO M 182. B. MEMBRANE FORMING CURING COMPOUND: ASTM C 309 2.7 PROPORTIONS: A. Submit for acceptance proportioning and test data from prior experience if available. If data from prior experience are not available or accepted, make and have tested specimens from three or more different mix proportions in accordance with Paragraph 3.D. Submit recommended mix proportions and test results for acceptance. 2.8 CEMENTITIOUS WATERPROOFING A. The waterproofing system shall be a cement based mix containing chemicals which penetrate with moisture into the capillary tracts and activate to form crystals which close the capillaries to produce the waterproofing effect. The cementitious waterproofing system shall become a permanent, integral part of the structure applied between structural Shotcrete surface and texture coat and shall be non- toxic, inorganic, free of calcium chloride and sodium based compounds. The cementitious waterproofing system shall be HEY'DI K-11, manufactured by HEY'DI American Corp., Norfolk, Virginia, or an equal. Bonding agents, if required, shall be HEY'DI SB Bonding Agent or an equal. 3.0 PART THREE - EXECUTION 3.1 GENERAL: A. TEXTURED SHOTCRETE: 1. Shotcrete shall be placed in two separate applications unless otherwise indicated on drawings. a. Structural Substrate: The first application shall be a structural substrate, capable of maintaining the intended shape and supporting live and dead loads as specified or required by codes. Texture Coat: The second application shall produce the intended color and texture. Where applicable, surface conditions must comply with specification requirements. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 8 of 18 B. STRUCTURAL BASE: 1. Shotcrete as a structural base for GFRC panels: Shotcrete shall be placed in one application per paragraph 3.1 A. 1. above. 3.2 PREPARATION OF SURFACES FOR STRUCTURAL SUBSTRATE: A. INSPECTION: 1. Examine the substrate, and the conditions under which concrete reinforcement is to be placed, and correct conditions which would prevent proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. B. EXISTING CONCRETE: 1. Remove unsound material before applying Shotcrete. Chip or scarify any area to be repaired to remove offsets which would cause an abrupt change in thickness without suitable reinforcement. 2. Taper edges to leave no square shoulders at the perimeter of a cavity. Remove loose material from areas receiving Shotcrete. 3. Wet the surface until it is damp, but without visible free water. 4. Sandblast existing surfaces that do not require chipping, to remove paint, oil, grease, and other contaminants, and to provide a roughened surface for proper bonding of the Shotcrete. C. ROCK: 1. Clean rock surfaces of loose material, mud, and other foreign matter that will prevent bond of the Shotcrete. D. STEEL: 1. Remove rust, oil, scale, and previously applied paint from steel surfaces receiving Shotcrete. Comply with Specification SSPC-SP6 of the Steel Structures Painting Council. E. FORMS: Use form -coating material on removable forms to prevent absorption of moisture and to prevent bond with Shotcrete. Use a nonstaining material for surfaces exposed to view when construction is completed. The form -coating material shall not interfere with subsequent bonding to the shotcrete when this is required. 3.3 FORMING SHOTCRETE STRUCTURES: A. GENERAL BACKFORMING: No extra will be paid for Shotcrete backforming which is required because of misunderstandings of existing understructure that is integrated into the building structure. The Shotcrete Contractor is responsible for familiarizing himself/herself with the existing conditions and the integral structure furnished for Shotcrete backforming by pre -bid field visits and reviewing the Building Construction Documents. Backforming cost shall be included in the Contract Price. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 9 of 18 B. STEEL BACKFORMING: 1. Where Shotcrete is to be constructed above existing grade, and where angle or shape cannot be approximated by cut engineered fill, use the backforming construction described below or an alternate method. a. Place reinforcing steel as described under 3.4. b. Construct an armature of metal lath on the unexposed side of the Shotcrete structure material behind the steel reinforcing bars. c. Bend backform to conform approximately to the welded steel reinforcing frame and hold away from the nearest bars a minimum distance of one (1) inch. The contractor may increase the thickness of the shotcrete to avoid matching exactly the steel reinforcing outline with the backform. However, variation from the steel outline must be approved by the Architect. Variation from the steel outline will not be permitted on the second floor. d. Fasten backform to the reinforcing bars with tie wires or anchor spacers. Space ties or spacers not more than 10 inches on center in all directions. e. Armature may remain in place after completion of Shotcreting. 3.4 STEEL REINFORCING A. ALTERNATE REINFORCING STANDARDS: 1. All shotcrete structural steel reinforcement is shown on the drawings and supplemented in these Specifications. The Shotcrete Contractor may, at his option, develop alternate reinforcement sizing and placement to facilitate his Work provided: a. Obtain written approval of the Architect. b. All structural calculations for alternate reinforcement are fully and clearly documented by a registered structural engineer, licensed in the State of Colorado. 3. Obtain required permits and approvals of such alternate sizing and placement, in a timely manner, without delaying the progress of the work, and at no additional expense to the Owner or his agent. B. GENERAL: 1. Clean reinforcement of loose rust, mill scale, earth, ice, and other materials, which reduce or destroy bond with concrete. 2. Touch-up bare exposed metal surfaces of epoxy coated rebar with similar coating approved by manufacturer. 3. Accurately position, support and secure reinforcement against displacement by construction or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers and hangers, as required. 4. Notify Architect/Owner's Representative upon completion of reinforcing and prior to placing shotcrete. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 10 of 18 C. MINIMUM STANDARDS: 1. Comply with specified standards for details and methods of reinforcement placement and supports, and as herein specified. The following minimum steel placement standards are supplemental to steel reinforcement schedules and notes on the drawings. a. Fabricate steel bars of size and length indicated and accurately bend or form to the slopes indicated by methods that will not injure the materials. Heating of reinforcing will not be allowed. Fabrication shall be in accordance with the manual of Standard Practice for detailing Reinforced Concrete Structures, ACI 315. b. Provide sufficient numbers of supports and of strength to carry reinforcement. Do not place reinforcing bars more than 5 cm (2") beyond the last leg of any continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar construction loads. c. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. d. Place reinforcement to obtain the minimum coverage for concrete protection. Arrange, space, and securely tie bars and bar supports together with 16 gage wire to hold reinforcement accurately in position during concrete placement operations. Set wire ties so that twisted ends are directed away from exposed concrete surfaces. e. Place No. 4 bar as a key rod at intersections of plane surfaces. f. Lap bars (30) diameters at splices. With respect to viewing outer surface from a perpendicular viewpoint, lap bars on top of each other rather than side by side. g. Place and bend bars around circles and curves, openings, corners and angles to conform with the model. Bends are to be permanently shaped, not sprung into place. Follow the outline of the rock formations to eliminate excess non -reinforced Shotcrete outcroppings. h. Tie reinforcing steel to wall ties and to extended footing, wall or roof steel. i. The tie bars and tie anchors which are exposed to air and which do NOT come in contact with any backfill material shall be given a protective covering of asphalt coating or Rustoleum, or equal. j. Tie bars and tie anchors which come in contact with backfill material shall be encased with a coating of Shotcrete. Steel shall be covered by a minimum of 1" of Shotcrete. k. Use additional #4 bars diagonally across corners of openings and wherever Shotcrete formations act as beams. Place additional #5 bars at points of maximum stress, i.e., one in top and one in bottom extending 12" into supports. 1. Place mesh on steel reinforcing on side opposite the backup material and wire securely to the reinforcing bars at not less than 20 inch intervals in both directions. Lap mesh minimum 2 inches at adjacent ends. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 12 of 18 in. Reinforcing bars placed over "Steeltex", shall be supported by slab bar bolsters, high chairs, etc. Spacing shall be No. 3 at 10" o.c. Place pieces of truss loop below bar supports. n. Install welded wire fabric in as long -lengths as practicable. Lap adjoining pieces at least one and one-half (1-1/2) meshes plus end extension of wires, but not less than 12 inches in slab on grade. Extend mesh across supporting beams and walls. Provide adequate support for mesh to ensure proper location. Place uniformly 1-1/2" to 2" from finished surface. o. Installation of reinforcing to be complete in every way by end of working day prior to placement of concrete. p. Unacceptable Materials: Reinforcement with any of the following defects will not be permitted in the work. 1. Bar lengths, depths, and bends exceeding specified fabrication tolerances. 2. Bend or kinks not indicated on drawings or final shop drawings. 3. Bars with reduced cross-section due to excessive rusting or other cause. 3.5 PROVISIONS FOR OTHER TRADES: A. GENERAL: 1. Provide openings in shotcrete formwork to accommodate work of other trades. Determine size and location of openings, vents, weepholes, recesses, and chases from trades providing such items. 2. All non -sleeved piping shall be set by the appropriate contractor. 3. Sleeves shall be provided by the appropriate contractor and installed by the Shotcrete Contractor. 4. Accurately place and securely support items built into forms. 3.6 BATCHING AND MIXING SHOTCRETE: A. MIXING PROPORTIONS: 1. Control by weight batching, or by volume batching meeting the requirements of ASTM C685. B. BATCHING & MIXING EQUIPMENT: 1. Use batching and mixing equipment capable of proportioning and mixing ingredients at a rate that will provide adequate production and with an accuracy that will insure uniformity of batches. Weighing equipment shall be capable of batching with the accuracy specified in ASTM C94. Volumetric equipment shall be capable of batching with the accuracy specified in ASTM C685. C. READY MIXED CONCRETE: Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 13 of 18 1. Ready -mixed concrete shall comply with ASTM C94, except that it may be delivered to the shotcrete equipment in the dry state if that equipment is capable of adding the water and mixing it satisfactorily with the dry ingredients, or with ASTM C685, in which case the ingredients are delivered dry and proportioned and mixed at the site. 3.7 PLACING SHOTCRETE: A. GENERAL: 1. Place shotcrete using suitable delivery equipment and procedures that will result in shotcrete in place meeting the requirements of this specification. Refer to ACI Standard 506-66, Recommended Practice for Shotcreting. B. PLACEMENT TECHNIQUES: 1. Control thickness, method of support, air pressure, and/or water content of shotcrete to preclude sagging or sloughing off. Discontinue Shotcreting or provide suitable means to screen the nozzle stream if wind or air currents cause separation of the nozzle stream during placement. 2. Dampen absorptive substrate surfaces prior to placement of shotcrete to facilitate bond and to reduce the possibility of shrinkage cracking developing from premature loss of the mixing water. 3. Broom or scarify the surface of freshly placed shotcrete to which, after hardening, additional layers of shotcrete are to be bonded. Dampen surface just prior to application of succeeding layers. 4. First, fill with sound material corners and any area where rebound cannot escape or be blown free. Complete the corners between the web and the flanges of structural steel before application to the flat areas. 5. Provide a supply of clean, dry air adequate for maintaining sufficient nozzle velocity for all parts of the Work and, if required, for simultaneous operation of a suitable blow pipe for clearing away rebound. C. PLACEMENT AROUND REINFORCEMENT: 1. Hold the nozzle at such distance and angle to place material behind reinforcement before any material is allowed to accumulate on its face. In the dry -mix process additional waste may be added to the mix when encasing reinforcement to facilitate a smooth flow of material behind the bars. 2. Do not place shotcrete through more than one layer of reinforcing steel rods or mesh in one application unless demonstrated by preconstruction tests that steel is properly encased. Test to ascertain if any voids or sand pockets have developed around or behind reinforcement by probing with an awl or other pointed tool; by removal of randomly selected bars; or by coring or other suitable means. D. COVER OF REINFORCEMENT: 1. Place shotcrete to provide the following minimum cover over reinforcement: a. For shotcrete used as lining or coatings: 3/4 in. for fine aggregate shotcrete and 1-1/2 inc. for coarse aggregate shotcrete. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 14 of 18 b. For reinforcement in slabs and walls: 3/4 inc. for fine aggregate shotcrete and 1-1/2 in. for coarse aggregate shotcrete. c. For principal reinforcement in beams, girders and columns: 1-1/2. in. 2. Minus tolerance on cover shall be 3/8 in., except that it shall not be greater than one-third of the specified cover. E. LINE & THICKNESS CONTROL: 1. Use adequate ground wires or other accepted means to establish the thickness, surface planes, and finish lines of the shotcrete. Maintain specified tolerances by keeping ground wires secure and taut. F. PLACEMENT PRECAUTIONS: 1. Do not place Shotcrete if drying or stiffening of the mix takes place at any time prior to delivery to the nozzle. Do not use rebound or previously expended material in the shotcrete mix. 2. Remove over -spray or rebound prior to final set and before placement of Shotcrete material on such adjacent surfaces. 3.8 REPAIR OF SURFACE DEFECTS A. Remove and replace shotcrete which lacks uniformity, exhibits segregation, honeycombing, or lamination, or which contains any dry patches, slugs, voids, or sand pockets. Remove and replace damaged in -place shotcrete. B. Repair defective areas in accordance with procedure specified in 3.02 and 3.03. C. Replace any shotcrete which subsides after placement. 3.9 JOINTS: A. CONSTRUCTION JOINTS: 1. Taper construction joints to a shallow edge form, about 1 in. thick, except where the joint will be subjected to compressive stress. In this case, use non -tapered joints and take special care to avoid or remove trapped rebound at the joint. 2. The entire joint shall be thoroughly cleaned and wetted prior to the application of additional shotcrete. 3. Submit shop drawings of all construction joints located in each exhibit for Architect's approval. 4. Make joints perpendicular to the main reinforcement. Continue reinforcement across joints. B. CONTROL JOINTS: 1. Install control joints in accordance with the shop drawings. Do not extend reinforcement or other embedded metal items, which are bonded to the shotcrete, continuously through control joints. C. AESTHETIC JOINT PLACEMENT: Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 15 of 18 1. Position construction and control joints to conform to the locations of natural occurring cracks and joints in the simulated rock and earth forms as shown in drawings and photographs. 3.10 PREPARATION OF SURFACES FOR TEXTURE COAT: A. CRACKS: 1. Cracks should be opened, cleaned and repaired with a 3:1 mix of sharp sand and Portland cement mixed with a solution of 1 part bonding agent to 5 parts water or a patching material recommended by the cementitious waterproofing manufacturer. 2. Moving or dynamic cracks should be treated as expansion joints with HEY'DI K-I I and an elastic sealant in accordance with sealant manufacturer's instructions. B. CONSTRUCTION JOINTS: Construction joints shall be designed and located by Shotcrete Fabricator and approved by Architect. Submit shop drawings locating construction joints in each habitat where required. Construction joints should be thoroughly cleaned and dampened. Apply one slurry coat of cementitious waterproofing at the rate of 2.25 lbs. per sq. yd. After it has reached an initial set, dampen if dry and apply a second coat of the cementitious waterproofing at the same rate. Pour concrete while the second coat is still less than 6 hours old to assist in bonding and to form an uninterrupted membrane. 3.11 FINISHES: A. STRUCTURAL LAYER: 1. Provide Natural Gun Finish on structural layers except those designated to receive cementitious waterproofing. Provide broom finish on areas to be waterproofed. 2. Do not scrape or cut to remove high spots until the shotcrete has become stiff enough to withstand pull of the cutting device. B. TEXTURE COAT: 1. The Shotcrete Contractor will provide an expert (s) to perform texturing, shaping and coloring of the Texture Coat (Section 1.05 Prequalification, this Section). 2. The Texture Coat Expert will be approved by the Architect prior, to beginning any work. 3. Finished product of the Texture coat shall simulate natural formations of sand, rock and mud as described in the specifications and drawings, and photographs. 4. Extend texture coat minimum 12 inches below finish grades. D. COLORING: 1. Surface Applied Color: a. Color of rock- and sand -forms shall match the color (in general and in detail) of natural materials displayed in the photographic samples. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 16 of 18 b. Color texture coat with integral color agents and by painting after final texturing. Staining and etching may be used in specific circumstances approved by the Architect. Color shall be approved by the Architect without exception otherwise. c. Paint shall be flat finish. d. Color mixes and application processes shall be approved by the Architect prior to beginning of Work. e. Samples: See Section 1.3 G. f. Apply to all sculptures and rockwork (not mudbank) a vandal resistant coating such as Ideal Chemical Products' "Tufflon", or an approved equal to resist graffiti. 3.12 CURING AND PROTECTION: A. INITIAL CURING 1. Immediately after finishing, keep shotcrete continuously moist for at least 24 hours. Use one of the following materials or methods: a. Ponding or continuous sprinkling. b. Absorptive mat or burlap fabric, sand, or other covering kept continuously wet. c. Continuous steam (not exceed 150 F) or vapor mist bath. d. Curing compounds and application. Comply with ASTM C309. On natural gun or flash finishes, use twice the normal application rate recommended by the manufacturer, or 100 s.f per gal., whichever is less. Do not use curing compounds on any surfaces against which additional shotcrete or other cementitious finishing materials are to be bonded unless positive measures, such as sandblasting, are taken to remove curing compounds completely prior to the application of such additional materials. e. Do not use Curing Compounds on Texture Coat, Structural Layer which is to receive Texture Coat, or any surface against which additional shotcrete or other cementitious finishing materials are to be bonded. f. Employ positive measures, such as sandblasting, to remove over -sprayed curing compounds completely prior to the application of such additional materials. B. FINAL CURING: 1. Provide additional curing immediately following the initial curing and before the shotcrete has dried. Use one of the following materials or methods: a. Continue the method used in initial curing. b. Materials conforming to "Specifications for Sheet Materials for Curing Concrete", (ASTM C 171). c. Other moisture retaining coverings as accepted. C. FORMED SURFACES: 1. . If forms are to be removed during curing period, immediately use one of the curing materials or methods listed in Paragraph G.1. Continue such curing for the remainder of the curing period. Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 17 of 18 D. DURATION OF CURING: 1. Continue curing for the first 7 days after shotcreting, or for the first 3 days if high -early -strength is obtained. During the curing period, maintain shotcrete above 401 F and in a moist condition as specified in Paragraphs G.1 and G.2. Prevent rapid drying at the end of the curing period. E. NATURAL CURING: 1. Natural curing may be allowed when authorized by the Architect/Owner's Representative/engineer, if atmospheric conditions surrounding the shotcrete are satisfactory, such as, when the relative humidity is at or above 85 percent. END OF SECTION Fossil Creek Community Park Water Feature SECTION 13210 — SPECIALLY PLACED CONCRETE - SHOTCRETE Page 18 of 18 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 0 10 Have you ever failed to complete any Work awarded to you? If so, where and why? Have your ever defaulted on a contract? If so, where and why? Are you debarred by any government agency? If yes list agency name. Rev 10/20/07 Section 00420 Page 1 SECTION 16010 - GENERAL ELECTRICAL REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. All work as required to provide complete, operating systems, including completion of all details and items of work not specifically shown on the Drawings or within these Specifications. 2. Coordination 3. Submittals 4. General project requirements 1.2 COORDINATION A. Coordinate the work specified in this Division with the work of other trades. B. Order the progress of the electrical work so as to conform with the progress of the other trades. C. Complete the entire installation as soon as the condition of the other work within the facility will permit. D. Any cost resulting from ill-timed work performed under this Division shall be borne by . the Electrical Contractor. E. Prior to submitting a bid, visit the site of the project to ascertain and establish all conditions affecting the proposed electrical work. Make provisions within the Bid Amount for the cost of such conditions and factors. 1.3 REFERENCES A. ANSI/IEE C2 — National Electrical Safety Code and other publications B. ANSI/NFPA 70 — National Electrical Code (NEC) C. NECA — Standard for Installation 1.4 REGULATORY REQUIREMENTS A. Obtain and pay for all permits, licenses, and inspections required. B. Furnish to the Owner a certificate of final inspection and approval from the Authority Having Jurisdiction (AHJ) over the electrical installation. Fossil Creek Park Water Feature 16010 - 1 GENERAL ELECTRICAL 3/19/09 REQUIREMENTS C. Conform to all aspects of the NEC, with all local or jurisdictional interpretations, modifications, and ordinances. D. Conform to applicable. building codes plus International Mechanical Code (IMC) or Uniform Mechanical Code (UMC), as applicable. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials and Equipment: Acceptable to the AHJ as suitable for the use intended. B. All materials shall be new and conform to applicable standards. 1. Underwriters' Laboratories (UL) 2. American National Standards Institute (ANSI) 3. National Electrical Manufacturer's Association (NEMA) 4. Insulated Power Cable Engineer's Association (IPCEA) C. Defective or damaged materials shall be replaced in a manner meeting approval of the Engineer and at no additional cost to the Owner. Such work shall be performed prior to final acceptance by the Owner. PART 3 - EXECUTION 3.1 WORKMANSHIP A. Install all electrical systems and perform all work using procedures defined in the NECA Standard of Installation, unless otherwise indicated within these Specifications or on the Drawings. 3.2 CUTTING AND PATCHING A. Perform all cutting, channeling, chasing, drilling, etc. as required to remove any electrical equipment or materials in areas of remodel. Where installed in new conditions, order the work so as to minimize such methods and use only where inadvertent omissions have been made during the construction process. B. Perform all such work as required to conceal conduits, except as otherwise indicated on the Drawings or as within these Specifications. C. Perform all such work in a manner to minimize damage to portions of wall finishes, surfaces or structure which are not being demolished, refinished, etc. Fossil Creek Park Water Feature 16010 - 2 GENERAL ELECTRICAL 3/19/09 REQUIREMENTS D. All penetrations in concrete or masonry shall be by use of core drill or saw cutting, except as specifically permitted on the Drawings. Caulk, mortar into place and waterproof all penetrations in below grade walls or floors. END OF SECTION 16010 Fossil Creek Park Water Feature 16010 - 3 GENERAL ELECTRICAL 3/19/09 REQUIREMENTS SECTION 16051 - COMMON ELECTRICAL REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Sleeves for raceways and cables. 2. Sleeve seals. 3. Grout. 4. Common electrical installation requirements. 1.2 SUBMITTALS A. Product Data: For sleeve seals. PART 2 - PRODUCTS 2.1 SLEEVES FOR RACEWAYS AND CABLES A. Steel Pipe Sleeves:. ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel, plain ends. B. Cast -Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile -iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. C. Sleeves for Rectangular Openings: Galvanized sheet steel. 2.2 SLEEVE SEALS A. Description: Modular sealing device, designed for field assembly, to fill annular space between sleeve and raceway or cable. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Advance Products & Systems, Inc. b. Calpico, Inc. C. Metraflex Co. d. Pipeline Seal and Insulator, Inc. e. As approved Fossil Creek Park Water Feature 16051 -1 COMMON ELECTRICAL 3/19/09 REQUIREMENTS 2. Sealing Elements: EPDM interlocking links shaped to fit surface of cable or conduit. Include type and number required for material and size of raceway or cable. 3. Pressure Plates: Carbon steel or stainless steel. Include two for each sealing element. 4. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements. Include one for each sealing element. 2.3 GROUT A. Nonmetallic, Shrinkage -Resistant Grout: ASTM C 1107, factory -packaged, nonmetallic aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for application and a 30-minute working time. PART 3 - EXECUTION 3.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. C. Right of Way: Give to piping systems installed at a required slope. 3.2 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Electrical penetrations occur when raceways, or cables penetrate concrete slabs, concrete or masonry walls, or fire -rated floor and wall assemblies. B. Concrete Slabs and Walls: Install sleeves for penetrations unless core -drilled holes or formed openings are used. Install sleeves during erection of slabs and walls. C. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. D. Cut sleeves to length for mounting flush with both surfaces of walls. E. Extend sleeves installed in floors 2 inches above finished floor level. F. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and raceway or cable, unless indicated otherwise. G. Seal space outside of sleeves with grout for penetrations of concrete and masonry Fossil Creek Park Water Feature 16051 -2 COMMON ELECTRICAL 3/19/09 REQUIREMENTS Promptly pack grout solidly between sleeve and wall so no voids remain. Tool exposed surfaces smooth; protect grout while curing. H. Aboveground, Exterior -Wall Penetrations: Seal penetrations using steel or cast-iron pipe sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. Underground, Exterior -Wall Penetrations: Install cast-iron pipe sleeves. Size sleeves to allow for 1-inch annular clear space between raceway or cable and sleeve for installing mechanical sleeve seals. 3.3 SLEEVE -SEAL INSTALLATION A. Install to seal exterior wall penetrations. B. Use type and number of sealing elements recommended by manufacturer for raceway or cable material and size. Position raceway or cable in center of sleeve. Assemble mechanical sleeve seals and install in annular space between raceway or cable and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. END OF SECTION 16051 Fossil Creek Park Water Feature 16051 - 3 COMMON ELECTRICAL 3/19/09 REQUIREMENTS SECTION 16120 - WIRE AND CABLE - 600 VOLT AND LESS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 3. Sleeves and sleeve seals for cables. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70 C. NEMA WC 3 — Rubber Insulated Wire and Cable for Transmission and Distribution of Electrical Energy. D. NEMA WC 5 - Thermoplastic Insulated Wire and Cable for Transmission and Distribution of Electrical Energy PART 2 - PRODUCTS 2.1 BUILDING WIRE A. Copper Conductors: Comply with NEMA WC 70. B. Conductor Insulation: Comply with NEMA WC 70 for Types THW, THHN-THWN, or XHHW. 2.2 CONNECTORS AND SPLICES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Fossil Creek Park Water Feature 16120 - 1 WIRE AND CABLE 3/19/09 600 VOLT AND LESS B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. 2. Hubbell Power Systems, Inc. 3. O-Z/Gedney; EGS Electrical Group LLC. 4. 3M; Electrical Products Division. 5. Tyco Electronics Corp. 6. As approved C. Description: Factory -fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3 - EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS A. Feeders and Services: `'Copper for all feeders and services: Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. Motor and equipment connections to be made using copper conductor only. B. Aluminum conductor not permitted for any size or application. C. Branch Circuits: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. D. Control Circuits: Copper stranded Type THHN/THWN 3.2 GENERAL WIRING METHODS A. All conductors to be installed in an approved raceway system, regardless of voltage or application. B. Minimum Wire Size: #12AWG, except that #14AWG may be used for control wiring (except as noted within other Sections of this Division).; C. Minimum Wire Size: Use #10 AWG for all exterior lighting circuit plus all 20 ampere, 120 volt branch circuits longer than 75 feet or 277 volt branch circuits longer than 200 feet. D. Place an equal number of conductors for each phase of a circuit in the same raceway. E. Neatly train and lace or wire -tie wiring inside boxes, cabinets, equipment; and panelboards. 3.3 WIRING CONNECTIONS AND TERMINATIONS A. Splice only in accessible junction boxes of proper size and volume. Fossil Creek Park Water Feature 16120 - 2 WIRE AND CABLE 3/19/09 600 VOLT AND LESS I B. Use solderless pressure connectors with insulating covers for solid copper wire splices and taps. Stranded conductors #8 AWG and smaller to be connected using pressure connectors only after the conductors are solder tinned. C. For copper conductors #8 AWG and larger, using insulated solderless compression connectors. D. Terminate spare conductors with electrical tape and insulated splice caps. E. Thoroughly clean all conductors before installing lugs or connectors. 3.4 INSTALLATION OF CONDUCTORS. A. Use manufacturer -approved pulling compound or lubricant for conductor sizes larger than #4 AWG and where necessary. Compound may be equal to Ideal "Yellow" and must not deteriorate conductor or insulation. Do not 'exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. B. Install wire into conduit in building interior after building has been physically protected from the weather, with all concrete and plastering work completed and after all mechanical work likely to damage wire completed. Do not install conductors in incomplete conduit runs. C. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. All terminations in underground, exterior or wet location boxes to be watertight. D. Wiring at Outlets: Install conductor at each outlet, with at least 8 inches of slack. END OF SECTION 16120 Fossil Creek Park Water Feature 16120 - 3 WIRE AND CABLE 3/19/09 600 VOLT AND LESS SECTION 16130 - RACEWAYS AND BOXES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.2 SUBMITTALS A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged -cover enclosures, cabinets, underground warning tape, etc. B. Shop Drawings: For custom enclosures and cabinets. Include plans, elevations, sections, details, and attachments to other work. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. PART 2 - PRODUCTS 2.1 METAL CONDUIT AND TUBING A. Galvanized Rigid Steel Conduit (GRC): ANSI C80.1. B. Liquidtight Metal Conduit (LFMC): Flexible steel conduit with PVC jacket. C. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. 1. Conduit Fittings for Hazardous (Classified) Locations: Comply with UL 886. 2.2 NONMETALLIC CONDUIT AND TUBING A. ENT: NEMA TC 13. B. PVC: NEMA TC 2, Type EPC-40-PVC, unless otherwise indicated. Fossil Creek Park Water Feature 16130 - 1 RACEWAYS 3/19/09 AND BOXES 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. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL Rev10/20/07 Section 00420 Page 2 C. LFNC: UL 1660. D. Fittings for ENT and PVC: NEMA TC 3; match to conduit or tubing type and material. E. Fittings for LFNC: UL 514B. 2.3 BOXES, ENCLOSURES, AND CABINETS A. Cast -Metal Outlet and Device Boxes: NEMA FB 1, aluminum, Type FD, with gasketed cover. B. Nonmetallic Outlet and Device Boxes: NEMA OS 2. C. Cast -Metal Access, Pull, and Junction Boxes: NEMA FB 1, cast aluminum, with . gasketed cover. PART 3 - EXECUTION 3.1 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below, unless otherwise indicated: 1. Exposed Conduit: GRC 2. Concealed Conduit, Aboveground: GRC 3. Underground Conduit to within 5 feet of building: PVC, Type EPC-40-PVC, direct buried. 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor -Driven Equipment): LFMC. 5. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. B. Comply with the following indoor applications, unless otherwise indicated: 1. Exposed and Subject to Severe Physical Damage: GRC 2. Concealed in Ceilings and Interior Walls and Partitions: GRC 3. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor -Driven Equipment): FMC, except use LFMC in damp or wet locations. 4. Damp or Wet Locations: GRC. 5. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, in damp or wet locations. C. Minimum Raceway Size: 1/2-inch trade size. D. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Use threaded GRC fittings, unless otherwise indicated. END OF SECTION 16130 Fossil Creek Park Water Feature 16130 - 2 RACEWAYS 3/19/09 AND BOXES SECTION 16140 - WIRING DEVICES PART 1 - GENERAL 1.1 SUMMARY. A. This Section includes the following: 1. Receptacle with integral GFCI 2. Snap switches 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: List of legends and description of materials and process used for premarking wall plates. 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined -in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper). 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). 3. Leviton Mfg. Company Inc. (Leviton). 4. Pass & Seymour/Legrand; Wiring Devices & Accessories (Pass & Seymour). 2.2 DEVICE COLOR A. Except for special purpose devices and as otherwise indicated in these Specifications and on the Drawings, device and matching stainless steel device plate color shall be gray. Fossil Creek Park Water Feature 16140 - 1 WIRING DEVICES 3/19/09 2.3 GFCI RECEPTACLES A. General Description: Straight blade, feed -through type. Comply with NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped. GFCI Receptacle shall have trip and not reset if critical components are damaged and ground fault protection is lost or if miswired, power to receptacle is disconnected. B. Duplex GFCI Convenience Receptacles, 125 V, 20 Ampere: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Cooper; GF20 b. Pass & Seymour; 2095, PT2095 C. Hubbell GFR5352 d. As approved 2.4 SNAP SWITCHES A. Comply with NEMA WD 1 and UL 20. B. Switches, 120/277 V, 20 Ampere: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Cooper; 2221 (single pole), 2222 (two pole), 2223 (three way), 2224 (four way). b. Hubbell; CS1221 (single pole), CS1222 (two pole), CS1223 (three way), CS1224 (four way). C. Leviton; 1221-2 (single pole), 1222-2 (two pole), 1223-2 (three way), 1224- 2 (four way). d. Pass & Seymour; 20AC1 (single pole), 20AC2 (two pole), 20AC3 (three way), 20AC4 (four way). 2.5 WALL PLATES A. Single and combination types to match corresponding wiring devices. 1. Cast aluminum with spring -loaded lift cover, and listed and labeled for use in "wet locations." B. Wet -Location, Weatherproof Cover Plates: NEMA 250, complying with type 3R weather -resistant, die-cast aluminum with in -use style lockable cover by Hubbell, Carlon or as approved. Nonmetallic assembly not permitted. END OF SECTION 16140 Fossil Creek Park Water Feature 16140 - 2 WIRING DEVICES 3/19/09 Fossil Creek Community Park APPENDIX GEOTECHNICAL ENGINEERING REPORT PROPOSED FOSSIL CREEK COMMUNITY PARK WEST OF LEMAY AVENUE, NORTH OF PORTNER RESERVOIR FORT COLLINS, COLORADO TERRACON PROJECT NO.20005008 MARCH 14, 2001 Prepared for. BHA DESIGN 4803 INNOVATION DRIVE FORT COLLINS, COLORADO 80525 ATTN: MR. BRUCE HENDEE Prepared by: Terracon 301 North Howes Street Fort Collins, Colorado 80521 lrerraco March 14, 2001 BHA Design 4803 Innovation Drive Fort Collins, Colorado 80525 Attn: Mr, Bruce Hendee Re: Geotechnical Engineering Report Proposed Fossil Creek Community. Park West of Lemay Avenue North of Portner Reservoir Fort Collins, Colorado Terracon Project No. 20005008 Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 00521-0503 (970) 484-0359 Fax: (970) 484.0454 Terracon has completed a geotechnical engineering exploration for the proposed Fossil Creek Community Park project situated on the west side of Lemay Avenue and north of Portner Reservoir in southwest Fort Collins, Colorado. This study was performed in general accordance with our Proposal Number D2001023 dated January 9, 2001. Terracon previously performed a preliminary exploration for the subject site in January of 2000. For further information, refer to our "Preliminary Geotechnical Engineering Report" dated February 7, 2000 (Project No. 20005008). The results of our engineering study, including the boring location diagram, laboratory test results, test boring records, and geotechnical engineering recommendations needed to aid in the design and construction of proposed foundations, pavements, and other earth connected phases of this project are attached. The subsurface soils at the site consisted of sandy lean clay, lean clay with sand and clayey sand extending to the depths explored and/or to the bedrock below. Sandstone bedrock, underlain by claystone/siltstone was encountered beneath the upper soils in the majority of the test borings at approximate depths of 1/2 to 14 feet below existing site grades and extended to the depths explored. Groundwater was encountered in each of the preliminary test borings (i.e. Boring Nos. 1-8) at approximate depths of 3-1/2 to 20 feet below existing site grades when checked 11 days after drilling. Groundwater was not encountered in the most recent test borings (i.e. Boring Nos. 9-21).to maximum depths of exploration, 25 feet. Arizona ■ Arkansas ■ Colorado ■ Georgia ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Kentucky ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico • Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin ■ Wyoming Quality Engineering Since 1965 Preliminary Geotechnical Engineering Report BHA Design - Fossil Creek Community Park Terracon Project No. 20005008 The results of field exploration and laboratory testing completed for this study indicate that the clay soils at the site have low to moderate expansive potential. The soils and/or bedrock at anticipated foundation bearing depth have moderate to high load bearing capabilities. Based on the subsurface conditions .encountered, the type of construction proposed and the assumed structural loads, it is recommended that proposed structures be supported by conventional -type spread footings, if founded a minimum of 3-feet above the bedrock stratum. If the structural loads are in excess of those assumed. for the project and/or the foundations are to extend into or within three feet of the bedrock stratum, the proposed structures should be supported by a grade beam and straight shaft pier foundation system. Conventional slab -on -grade construction is considered _feasible for the site provided the final slab elevations are a minimum of 4-feet above the relatively expansive bedrock stratum. If the slabs are placed on or within four feet of the bedrock, structural floor slabs should be considered. Due -to the expense of a structural floor system, overexcavation of the relatively expansive bedrock and replacement with a moisture conditioned non -to -low expansive, soil may be an option. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services please feel free to contact us. Sincerely, TERRACON Prepared by: Daniel bert I.T. Geotec ical Engineer ��pp REG/s Reviewe by: o��' '�0 �v • 12 ' David A. Richer, ��'•••....••'�,� Geotechnical Engin to: Addressee (3) City of Fort Collins (2): Mr. Craig Foreman JR Engineering (1): Mr. Mike Obedander RBB Architects (1): Mr. George Brelig Manager Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 TABLE OF CONTENTS Page No. Letterof Transmittal ................... ........................................................................................................ i INTRODUCTION................................................................................................................... I PROPOSEDCONSTRUCTION............................................................................................2 SITEEXPLORATION ............................................................................................................ FieldExploration..........................................................................................................3 LaboratoryTesting......................................................................................................4 SITECONDITIONS................................................................................:..............................4 SUBSURFACE CONDITIONS..............................................................................................5 Geology.....................................:............................................................................... 5 SoilConditions............................................................................................................5 Field and Laboratory Test Results............................................................................... 6 Groundwater Conditions ....................................... .........6 PRELIMINARY ENGINEERING ANALYSES AND RECOMMENDATIONS .................. Geotechnical Considerations.......................................................................................6 Foundation Systems - Spread Footings ..................................................................7 Foundation Systems - Grade Beam and Drilled Pier...................................................8 Floor Slab Design and Construction..........................................................................10 Pavement Design and Construction..........................................................................11 Skate Park Design and Construction.....................................................................15 Earthwork....................................................................................................... ...16 General Considerations....................................................................................16 SitePreparation...............................................................................................16 Subgrade Preparation......................................................................................17 Fill Materials and Placement............................................................................17 Shrinkage.........................................................................................................19 Excavation and Trench Construction...............................................................19 Additional Design and Construction Considerations..................................................20 Underground Utility Systems............................................................................20 SurfaceDrainage............................................................................................. 20 GENERAL COMMENTS......................................................................................................20 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 APPENDIX A Site Plan Logs of Borings APPENDIX B Laboratory Test Results APPENDIX C General Notes Pavement Notes iv GEOTECHNICAL ENGINEERING REPORT PROPOSED FOSSIL CREEK COMMUNITY PARK WEST OF LEMAY AVENUE, NORTH OF PORTNE RESERVOIR FORT COLLINS, COLORADO TERRACON PROJECT NO. 20005008 MARCH 14, 2001 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed Fossil Creek Community Park project to be located west of Lemay Avenue and north of Portner Reservoir in southwest in Fort Collins, Colorado. The site is located in the Northeast 1/4 of Section 12, Township 6 North, Range 69 West of the 6th Principal Meridian. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • subsurface soil and bedrock conditions • groundwater conditions • foundation design and construction • lateral earth pressures • floor slab design and construction • pavement design and construction • earthwork • drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PREVIOUS EXPLORATIONS Terracon performed a preliminary geotechnical engineering exploration for the proposed site in January of 2000. During this preliminary subsurface exploration, 8 test borings were drilled throughout the site. For further information and findings thereof, please refer to our "Preliminary Geotechnical Engineering Report" dated February 7, 2000, Project No. SECTION 00020 INVITATION TO BID Rev10/20/07 Section 00020 Page 2 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this day of Name of Bidder By: Title: State of County of 20 being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires Rev10/20/07 Section 00420 Page 3 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20006008 20005008. For your convenience and review, we are enclosing the preliminary test borings in Appendix A of this report. PROPOSED CONSTRUCTION The purpose of this subsurface exploration is to provide geotechnical engineering recommendations for the proposed project Terracon has included a soil, bedrock, and groundwater profile analysis of the subject site, and information from a geotechnical engineering viewpoint, with regards to the proposed development. The proposed Fossil Creek Community Park is to consist of the following: • a single -story, slab -on -grade maintenance building to be located in the southeast portion of the site, • various interior roadways and paved parking areas, • a pedestrian bridge spanning Fossil Creek in the general vicinity of Test Boring Nos. 'I and 9, • baseball/softball fields with a concession building, • slab -on -grade pavilion facilities, • soccer fields, • tennis courts and basketball courts, • skate park, • dog park, and • playground areas. Maximum wall and columns loads for the proposed structures are assumed to be on the order of 2 to 5 klf and 10 to 400 kips, respectively. The proposed Lemay Avenue improvements will be addressed at a later date when design issues and alignments have been determined. 6 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 SITE EXPLORATION The scope of the services performed for this project included a site reconnaissance by a geotechnical engineer and an engineering geologist, a subsurface exploration program, laboratory testing and engineering analyses. Field Exploration A total of 8 preliminary test borings were drilled on January 27, 2000, and 13 additional test borings were drilled on February 24, 2001 to approximate depths of 10 to 25 feet below existing site grades at the locations shown on the Site Plan, Figure 1. Test Boring Nos. 22 and 23 were not accessible to our drilling equipment due to the soft compressible terrain at , the time of the. February 27, 2001 field exploration. The test borings were drilled at various locations throughout the site to provide soil profile analysis for the proposed development. The borings were advanced with a truck -mounted drilling rig, utilizing 4-inch diameter solid stem augers. The boring locations were determined by the project team and were located in the field by .: JR Engineering, the project engineers. Elevations for each of the additional test borings were determined by JR Engineering personnel. As indicated on the enclosed boring logs for Test Boring Nos. 9 through 21, the existing grade and proposed final grade elevations are recorded. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used. Continuous lithologic logs of each boring were recorded by the geotechnical engineer and/or the engineering geologist during the drilling operations. At selected intervals, samples of the subsurface materials were taken by means of pushing thin -walled Shelby tubes, or by driving split -spoon samplers. Penetration resistance measurements were obtained by driving the split -spoon into the subsurface materials with a 140-pound hammer falling 30 inches. The penetration resistance value is a useful index in estimating the consistency, relative density or hardness of the materials encountered. 3 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Groundwater conditions were evaluated in Test Boring Nos. 1 through 8 at the time of the initial site exploration, and on February 7, 2000. Groundwater conditions were encountered Test Boring Nos. 9 through 21 at the time of site exploration. Laboratory Testing All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were classified in accordance with the Unified Soil Classification System described in Appendix C. Samples of bedrock were classified in accordance with the general notes for Bedrock Classification. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Boring logs were prepared and are presented in Appendix A. Laboratory tests were conducted on selected soil samples and are presented in Appendix B. The test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. All laboratory tests were performed in general accordance with the applicable ASTM, local or. other accepted standards. Selected soil and bedrock samples were tested for the following engineering properties: • Water Content • Dry Density • Compressive Strength • Soluble Sulfates SITE CONDITIONS • Swell -Consolidation • Expansion • Plasticity Index The site for the proposed Fossil Creek Community Park development is presently a vacant, undeveloped tract of land located on the west side of Lemay. Avenue and north of the existing Portner Reservoir in southwest Fort Collins, Colorado. Fossil Creek meanders along the northern boundary of the proposed development. The site is sparsely vegetated with native grasses and weeds and exhibits positive surface drainage in the south to east directions. Existing residential developments, Huntington Hills and Brittany Knolls are 4 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 located beyond the limits of the park site to the north and south respectively, and South Ridge Greens Golf Course is located to the east beyond Lemay Avenue. SUBSURFACE CONDITIONS Geology The proposed area is located within the Colorado Piedmont section of the Great Plains physiographic province. The Colorado Piedmont, formed during Late Tertiary and Early quaternary time (approximately 2,000,000 years ago), is a broad, erosional trench which separates the Southem Rocky Mountains from the High Plains. Structurally, the site lies along the western flank of the Denver Basin. During the Late Mesozoic and Early Cenozoic Periods (approximately 70,000,000 years ago), intense tectonic activity occurred, causing the uplifting of the Front Range and associated downwarping of the Denver Basin to the east. Relatively flat uplands and broad valleys characterize the present-day topography of the Colorado Piedmont in this region. The site is underlain by the Cretaceous Pierre Formation. It is estimated the Pierre shale underlies the site at typical .depths of 1/2 to 14 feet below the surface. The bedrock is overlain by alluvial and eolian clays of Pleistocene and/or Recent Age. Mapping completed by the Colorado Geological Survey ('Hart, 1972), indicates the site in an area of "Low to Moderate Swell Potential". Potentially expansive materials mapped in this area include bedrock, weathered bedrock and colluvium (surficial units). Soil Conditions - An approximate 6-inch layer of silty topsoil consisting of root growth and organic matter presently overlies the site. The subsurface soils encountered beneath the topsoil consisted of sandy lean day, lean clay with sand and clayey sand extending to the underlying bedrock. Sandstone bedrock underlain by claystonelsiltstone bedrock was encountered beneath the upper soils in the majority of the test borings at approximate depths of 1/2 to 14 feet below existing site grades and extended to the depths explored. 'Hart, Stephen S.. 1972, Poten>dtally Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Environmental Geology No. 7. 5 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Field and Laboratory Test Results Field and laboratory test results indicate the clay soils are typically medium to stiff in consistency and exhibit moderate bearing characteristics and low to moderate swell potential. The upper bedrock stratum, where encountered, was weathered, however, the underlying siltstone/claystone was moderately hard to hard with increased depths. Groundwater Conditions Groundwater was encountered throughout the site in the 8 preliminary test borings at approximate depths ranging from 3-1/2 to 20 feet below existing site grades when checked 11 days after the initial drilling. Groundwater was not encountered in the 13 additional test borings to maximum depths of exploration, 25 feet during drilling operations on February 24, 2001. These observations represent groundwater conditions at the time of the field exploration, and may not be indicative of ^other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions as well as volumes within Portner Reservoir and Fossil Creek. Based upon review of U.S. Geological Survey maps eHillier, et al, 1983), regional groundwater is expected to be encountered in unconsolidated alluvial deposits on the site, at depths ranging from 5 to 20 feet below the existing ground surface at the project site. PRELIMINARY ENGINEERING ANALYSES AND RECOMMENDATIONS Geotechnical Considerations The site appears suitable for the proposed construction from a geotechnical engineering point of view. The following foundation systems were evaluated for use on the site: e spread footings and/or grade beams bearing on undisturbed soils and/or engineered fill if placed a minimum of 3 feet above bedrock, e grade beams. and straight shaft piers drilled in to bedrock where foundations are into or within 3 feet of bedrock, or where heavy concentrated load warrants a drill pier system. A Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Foundation Systems - Spread Footings Due to the presence of low to moderate swelling overburden soils on the site, spread footing foundations bearing upon undisturbed subsoils, and/or engineered fill are recommended for support for the proposed structures (i.e. the maintenance building, concession stands, pavilions and skate park features) if placed a minimum of three (3) feet above the relatively expansive bedrock stratum. It is our understanding that material in the vicinity of Test Boring No. 14, "The Knoll", will be used for fill material. If footings are to be placed on engineered fill material, we recommend the materials be moisture -conditioned within 2 percent of the optimum moisture content, placed in uniform 8 to 12-inch lifts and compacted to 95 percent of Standard Proctor Density ASTM D698. Footings placed a minimum of three (3) feet above the bedrock on native, undisturbed soils or on engineered fill material may be designed using a maximum bearing pressure of 2000 psf, In addition, the footings should be sized to maintain a minimum dead -load pressure of 500 psf. The design bearing pressure applies to dead loads plus design live load conditions. Exterior footings should be placed a minimum of 30 inches below finished grade for frost protection and to provide confinement for the bearing soils. Finished grade is the lowest adjacent grade for perimeter footings. Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equal total settlement is recommended; however, proportioning to relative constant dead -load pressure will also reduce differential settlement between adjacent footings. Total settlement resulting from the assumed structural loads is estimated to be on the order of 3/4 inch or less. Differential settlement should be on the order of 1/2 to 3/4 of the estimated total settlement. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Footings and foundation walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in walls is recommended. 2 Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to water Table (1979) in the BoWder- Fort CoWna-Greeley Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1.8554. .7 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 The geotechnical engineer should observe foundation excavations. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Foundation Systems - Grade Beam and Drilled Pier Grade beam and drilled pier foundation systems should support structures exhibiting heavy concentrated loads or founded on or within three (3) feet of the relatively expansive bedrock. r Straight shaft piers, drilled a minimum of 8 feet into firm or harder bedrock, with a minimum shaft length of 20 feet are recommended. For axial compression loads, piers may be designed for a maximum'end-bearing pressure of 20,000 pounds per square foot (psf), and a skin friction of 2,000 psf. All piers require sufficient dead load and/or additional penetration into the bearing strata to resist potential uplift of the expansive materials. All piers should be designed for a minimum dead -load pressure of 7,500 psf, based upon pier end area. A minimum practical horizontal spacing between piers of at least three (3) diameters should be maintained, and adjacent piers should bear at about the same elevation. Piers should be considered to work in group action if the horizontal spacing is less than three pier diameters. The capacity of individual piers may need to be reduced when considering the effects of group action. Capacity reduction is a function of pier spacing and the number of piers within a group. If group action analyses are necessary, capacity reduction factors can be provided. To satisfy forces in the horizontal. direction, for a pier diameter of 18 inches, piers may be designed for lateral loads using a modulus of 50 tons per square foot for the portion of the pier in the overburden clay soils and/or engineered fill, and 267 tsf in bedrock. The coefficient of subgrade reaction for varying pier diameters is as follows: 3 Preliminary Geotechnicai Engineering Report BHA Design Fossil Creek Community. Park Terracon Project No. 20005008 The soil modulus and coefficient of subgrade reaction are ultimate values; therefore, appropriate factors of safety should be applied in the pier design. , When the lateral capacity of drilled piers is evaluated by the L-Pile (COM 624) computer program, we recommend that internally generated toad -deformation (P-Y) curves be used. Terracon recommends the "stiff clay with no water° condition be used. The following parameters may be used for the design of laterally loaded piers, using the L-Pile (COM 624) computer program: tE�,, Flu `Y� a�F��Sr-`r, F�'kt '� }f€,`{-�[ j�n..::a.3..`s',..rz �?eu ."'`hk.W. '.:°;; ,.tla o F . .n,• 4 _i. .:� s....:�� "' ` . WeightUnit of • • ■ 1 Cohesion • 1 11 111 • : of • 0 1 •'• Strain Corresponding • 1 1 1 1 1 Principal Difference,5i 'Notes: 1) Use 65 PCF below the water table All piers should be reinforced full depth for the applied axial, lateral and uplift stresses imposed. The amount of reinforcing steel for expansion should be determined by the tensile force created by the uplift force on each pier, with allowance for dead -load. Minimum 9 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 reinforcement of at least one-half percent of the cross -sectional area of each pier should be specified. To reduce potential uplift forces on piers, use of long grade beam spans to increase individual pier loading is recommended. For this project, a minimum pier diameter of 12 inches is recommended. Drilling to design depths should be possible with conventional single flight power augers. Groundwater conditions indicate that temporary steel casing may be required to properly drill and clean piers prior to concrete placement. Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. If pier concrete cannot be placed in less than 3 inches of water, a tremie should be used for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Casing should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation of voids in pier concrete. Pier concrete should have a relatively high fluidity when placed in cased pier holes or through a tremie. Pier concrete with a slump in the range of 5 to 8 inches is recommended. Free -fall concrete placement in piers will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottom -dump hopper, or tremie discharging near the bottom of the hole where concrete segregation will be minimized, is recommended. To provide increased resistance to potential uplift forces, the sides of each pier should be mechanically roughened in . the bearing strata. This should be accomplished by a roughening tooth placed on the auger. Pier bearing surfaces must be cleaned prior to concrete placement. A representative of the geotechnical engineer should inspect the bearing surface and pier configuration. Floor Slab Design and Construction Conventional slab -on -grade construction is considered feasible for the site provided the final slab elevations are placed a minimum of 4-feet above the relative expansive bedrock stratum. If the slabs are placed on or within the 4-foot requirement of the bedrock stratum, 10 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 structural floor slabs should be considered. Due to the economical expense of a structural floor system, overexcavation of the relatively expansive bedrock and replacement with a moisture conditioned non -to -low expansive soil may be an option. Post -tensioned slabs are feasible for construction on the site. Some differential movement of a slab -on -grade floor system is possible should the subgrade soils become elevated in moisture content To reduce potential slab movements, the subgrade soils should be prepared as outlined in the "Earthwork" section of this report. Detailed recommendations will be provided during our comprehensive geotechnical engineering evaluation of the site. Pavement Design and Construction Based on the subsurface conditions encountered at the site, it Is our opinion the proposed pavement construction Is feasible at the site from a geotechnical engineering point of view. However, due to the relatively shallow depths to bedrock, over -excavation and replacement procedures may be required. Typical City of Fort Collins'— Engineering Department and the Larimer County's - Engineering Departments pavement design criteria, requires a minimum 1 separation of 3-feet exist between the bottom of the pavement structure to the top of potentially expansive and/or impermeable bedrock. Therefore, due to the relatively shallow depth of bedrock, as indicated on the enclosed boring logs, it may be necessary in areas where bedrock will be within 3-feet of final grades, to over -excavate and replace with engineered fill material in an effort to satisfy this requirement The upper bedrock material, consisting predominantly of a non -to -tow -expansive sandstone, can be reused as subgrade fill material after moisture conditioning and recompaction efforts has occurred. The replaced fill material, 'consisting of either the overburden soils and/or sandstone bedrock, should be moisture conditioned to plus or minus 2 percent of optimum moisture, content, placed in uniform lifts and compacted to at least 95 % of Standard Proctor Density ASTM Dfi98. Asphalt concrete underlain by crushed. aggregate base course; full -depth asphalt pavement underlain by crushed aggregate base course and non -reinforced concrete pavement are feasible alternatives for the proposed pavement sections. Based on the subsurface 11 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 00430 Page 1 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 conditions encountered at the site, it is recommended that all street improvements and/or pavement areas within the Fossil Creek Community Park Development be designed using an R-Value of 10, as determined by the soil classifications. Design of pavements for the project have been based on the procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO). Areas within proposed pavements on the site will be divided into categories based upon anticipated traffic and usage. Traffic criteria for pavement thickness design including the projected 20-year average daily traffic or volume, and approximate percentage of trucks was estimated by Terracon. From these estimated or assumed values, Terracon computed the 18-kip equivalent single axle load (ESAL) at 73,000 for automobile paridng areas and 146,000 for heavy volume or truck access/drive areas. Local drainage characteristics of proposed pavement areas are considered to vary from fair to good depending upon location on the site. For purposes of this design analysis, fair drainage characteristics are considered to control the design. These characteristics, coupled with the approximate duration of saturated subgrade conditions, results in a design drainage coefficient of 1.0 when applying the AASHTO criteria for design. For flexible pavement design, a terminal serviceability index of 2.5 for the exit lanes was utilized along with inherent reliability of 75% and a design life of 20 years. Using the correlated design R-value of id, appropriate ESAUday, environmental criteria .and other factors, the structural numbers (SN) of the pavement sections were determined on the basis of the 1993 AASHTO design equation. In addition to the flexible pavement design analyses, a rigid pavement design analysis was completed, based upon AASHTO design procedures. Rigid pavement design is based on an evaluation of the Modulus of Subgrade Reaction of the soils (K-value); the Modulus of Rupture of the concrete, and other factors previously outlined. The design K-value -of 100 for the subgrade soils was determined by correlation to the laboratory tests results. A modulus of rupture of 650 psi (working stress 488 psi) was used for pavement concrete. The rigid pavement thicknesses for each traffic category were determined on the basis of the AASHTO design equation. 12 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park. Terracon Project No. 20005008 Recommended alternatives for flexible and rigid pavements, summarized for each traffic area, are as follows: Pa�ermett�Thic[arljsses£tncl�eaj.. 3 x��ir... ECCGorrtrr�ended; iF YxC. i xx a { x H f r 3's:� s3 £ i k x n..i .. ,33 m tom+`''. Ir R'i3• x = �� 3; 53s ' f � �3' s %rid s x yyS-1is3 3 3 > 3' Ra °37: 3. 3> � .�3 -hr3, s ><,T � 3+• �i. x L •T" �,ja� .�I 3.��^*v++ t 34x.1y yy� '� i 3sx! .y� s r �—.x, )'� � 3' g$$ ° >. •33 � R rx • : � r s � ��}�'33s�ai '3•tT��.��;x � � ys� 3��� 3k'�s �x3 ,�fh11 � ���3 ��° ii 3 j'�%"M''Q x� �'i� � 8 L�3 � 3 R 5 33 V .r •vf ), '3'��i�1 ��s53Y•r r 3 f - � �i 3£ Sx 3 ;YxH` & j,a"�`, % - V •11i 1i`, x�� �Fs NM� N�;7� :. 55�. -... : 7I?;, ;'?i}.. 3 :• 's ,.y'� '�sr yi3.-. •. 3 )s�Ii� f> f ....a„i..:;',d -> @ .Y�."�#` -� r .:s. x?i3�P.�3�3 ., .. •�ti. .,. .. .A .. ,. . 4 7 A 3 Basketball and Tennis B 2 2'/2 4% Courts C 5 5 A 3-12 6 9-1/2 Automobile Parking B 2 4 3 9 Areas C 5-12 5-1/2 Heavy A 4 6 10 B 2 5 3 10 Volume — Truck 6 6 Access Areas C Aggregate base course (if used on the site) should consist of a blend of sand and gravel, which meets strict specifications for. quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 6 specifications is recommended for base course. Aggregate base course should be placed in lifts not exceeding six inches and should be compacted to a minimum of 95% Standard Proctor Density (ASTM D698). Asphalt concrete and/or plant -mixed bituminous base course should be composed of a mixture of aggregate, filler and additives, if required, and approved bituminous material. The bituminous base and/or asphalt concrete should conform to approved mix designs stating the Hveem properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in plant -mixed bituminous base course and/or asphalt concrete should meet particular gradations. Material meeting Colorado Department of Transportation Grading S, SX or SG specification is recommended for asphalt concrete 13 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 surface course. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in maximum 3-inch lifts and should be compacted to a minimum of 92% to 96% of maximum theoretical density. Where rigid pavements are used, the concrete should be obtained from an approved mix design with the following minimum properties: • Compressive Strength @ 26 days ....................................... :.... 4,000 psi minimum • Strength Requirements.........................................................................ASTM C94 • Minimum Cement Content........................................................... 6.5 sacks/cu. yd. • Cement Type ...................... ........Type II Portland ................................................... Entrained Air Content.................................................................................6 to 6% • Concrete Aggregate.........................................ASTM C33 and CDOT Section 703 • Aggregate Size.............................................................................1 inch maximum • Maximum Water Content.........................................................0.49 Ib/lb of cement . • Maximum Allowable Slump........................................................................4 inches. Concrete should be deposited by truck mixers or agitators and placed a maximum of 90 minutes from the time the water is added to the mix. Other specifications outlined by the Colorado Department of Transportation should be followed. Longitudinal and transverse joints -should be provided as needed in concrete pavements for expansion/contraction and isolation. The location and extent of joints should be based upon the final pavement geometry and should be placed (in feet) at roughly twice the slab thickness (in inches) on center in either direction. Sawed joints should be cut within 24- hours of concrete placement, and should be a minimum of 25% of slab thickness plus 1/4 inch. All joints should be sealed to prevent entry of foreign material and doweled where necessary for load transfer. Preventative maintenance should be planned and provided for an on -going pavement management program in order to enhance future pavement performance. Preventative 14 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e.g. crack sealing and patching) and global maintenance (e.g. surface sealing). Preventative maintenance is usually the first priodtj when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Recommended preventative maintenance policies for asphalt and jointed concrete pavements, based upon type and severity of distress, are provided in Appendix D. Prior to implementing any maintenance, additional engineering observation is recommended to determine the type and extent of preventative maintenance. Skate Park Design and Construction Due to the relatively shallow depth to moderately expansive bedrock, it is recommended that the skate park structures be supported by spread footing type foundations bearing on a minimum of 3 feet of engineered fill material. It ,is our understanding that material in the vicinity of Test Boring No. 14 will be used for fill material throughout the site. If footings are to be placed on fill material, we recommend the on -site soils be compacted to 95 percent of Standard Proctor Density ASTM D698. The on -site soils should be moisture conditioned within 2 percent of the optimum moisture content determined by the Standard ' Proctor Density ASTM 0698, placed in uniform lifts and mechanically compacted. Footings placed a minimum 'of three (3) feet above the bedrock on engineered till material may be designed using a maximum bearing pressure of 2000 psf. In addition, the footings should be sized to maintain a minimum dead -load pressure of 500 psf. The design bearing pressure applies to dead loads plus design live load conditions. The remainder of the skate park area may be constructed with slab -on -grade type construction provided the final slab elevations are a minimum of four feet above the relatively expansive- bedrock stratum. 15 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Earthwork • General Considerations The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. • Site Preparation Strip and remove existing vegetation, debris, and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions, which could prevent unifomti compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after completion of grading operations. If it is necessary to dispose of .organic materials on -site, they should be placed in non-structural areas and in fill sections not exceeding 5 feet in height. The site should be initially _graded to create a relatively level surface to receive fill, and to provide for a relatively uniform thickness of fill beneath proposed building structures. All exposed areas which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of eight inches, conditioned to near optimum moisture content, and compacted. Although evidence of fills or underground facilities such as septic tanks and cesspools was not observed during the site reconnaissance, such features could be encountered during construction. If unexpected fills or underground facilities are it- Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment in the over -burden soils and weathered bedrock stratum. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered in excavations on the site. Pumping from sumps may be utilized to control water within excavations. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively stable. However, the stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. • Subgrade Preparation Subgrade soils beneath interior and exterior slabs, and beneath pavements should be scarified, moisture conditioned and compacted to a minimum depth of 8 inches. The moisture content and compaction of subgrade soils should be maintained until slab or pavement construction. • . Fill Materials and Placement Clean on -site soils or approved imported materials may be used as fill material. On -site bedrock is not recommended for use as compacted fill beneath interior floor slabs. 17 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Imported soils (if required) should conform to the following: Percent fines by weight Gradation (ASTM C136) 6".........................................................................................................100 3"............................................................ ........ ........................ ........70-100 No. 4 Sieve....:................................................................................50-100 No. 200 Sieve..............................................................................70 (max) • Liquid Limit.......................................................................35 (max) • Plasticity Index ........................................... ...................15 (max) Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Recommended compaction criteria for engineered fill materials are as follows: Material Minimum Percent (ASTM D6981 Scarified subgrade soils.........................................................................95 On -site and imported fill soils: Beneath foundations..................................................................95 Beneathslabs............................................................................95 Beneath pavements...................................................................95 Miscellaneous backfill (non-structural areas).........................................90 On -site or imported clay soils should be compacted within a moisture content range of 2 percent below, to 2 percent above optimum. Imported granular soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. 18 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Shrinkage For balancing grading plans, estimated shrink or swell of soils and bedrock when used as compacted fill following recommendations in this report are as follows: Material Estimated Shrink(-) Swell (+) Based on ASTM D698 On -site soils: Clays............................................................................15 to .20% Claystone/Siltstone Bedrock ......................................... -5 to +10°Yo Excavation and Trench Construction Excavations into the on -site soils will encounter a variety of conditions. Excavations into the clays and bedrock can be expected to stand on relatively steep temporary slopes during construction. However, caving soils and groundwater may also be encountered. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. The soils to be penetrated by the proposed excavations may vary significantly across the site. The preliminary-- soil classifications are based solely on the materials encountered in widely spaced exploratory test borings. The contractor should verify that similar'conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. 19 Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 Additional Design and Construction Considerations Underground Utility Systems All piping should be adequately bedded for proper load distribution. It is suggested that clean, graded gravel compacted to 75 percent of Relative Density ASTM D4253 be used as bedding. Where utilities are excavated below groundwater, temporary dewatering will be required during excavation, pipe placement and backfilling operations for proper construction. Utility trenches should be excavated on safe and stable slopes in accordance with OSHA regulations as discussed above. Backfill should consist of the on -site soils or imported materials approved by the geotechnical engineer. The pipe backfill should be compacted to a minimum of 95 percent of Standard Proctor Density ASTM D698. Surface Drainage Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be' made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations, which may occur between borings or across the site. The nature and extent of such variations may not become Preliminary Geotechnical Engineering Report BHA Design Fossil Creek Community Park Terracon Project No. 20005008 evident until construction. If variations appear, it will be necessary to reevaluate the recommendations of this report. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. In the event that changes in the nature, design, or location of the project as outlined in this report, are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes, and either verifies or modifies the conclusions of this report in writing. 21 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed APPENDIX A Fossil Creek Community Park APPENDIX FIGURE I: SITE PLAN 9�1 FOSSIL CREEK COMMUNITY PARK FOSSIL CREEK k LELAY AVENUE LEGEND FORT COLLINS. COLORADO FiONu � R Prok� NOs. 1-8 PRELIMINARY TEST BORINGS DRILLED JANUARY 2000 IIja AR 7rerracon %' AR 301 N. MGM STAN? Da1c NOs. 9-23 FINAL TEST BORINGS DRILLED FEBRUARY 2001 APPIWW Or'OAR FORT COW14% CMORADD 80521 Oman LOG OF BORING NO. 1 1 or 1 CLIEM ARCWMCT I ENGDIEElt BHA Design SUE Ltmay A►orue and Trilby Road PROJECT' Fort Col1I Colorado Fosil Credo Comervinity Park SAMPLES TESTS r w z . _ 7 J�iii� X ui cm a. o 0 ME 9�L; 0 DESCRIPTION ., v 60 c I w " 0.5 6' TOPSOIL SANDY FAN .AY CL L SS 12" 20 l9 TM brown, mom, medium adff to cliff 2 SS 12" 9 14 S 3 IST, 12" 21 105 2390 8.5 4 SS l2' 15 21 WEATHERED MA S ID Gray, Oliva, moist, •^^dwwly had 15.0 �15 S SS 12' 32 18 _ CI eYMNE1¢1LT=NE _ Guy, olive, mois4 modetudy bard — to has poorly c.�ented 6 SS 12' SO 15 � 20 25.0 25 7 SS 12' S0 15 BOTTOM OF BORING THE S71ATIFICATIOr LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETNEEN SOIL AND RMX TYPES: WSITU, THE TRANSITION MAY BE GRADUAL. WAMM LEVE•08MVATMN5 Irerrac n BOB=START® 1-V40 16.0' W D 9'0 A- w o co�`r[.e[r� ��1r'w DL WL Water Checked an 217/00 AtRAav® DAR !oB r 200a M ■#■ '� - \ GRAPHIC LOG § m §§ $ §§ r ) I { §! ) A ® 2B ® o - `§ f § ■■ § "�2 § § �\ t 2! « . ■ a � \ 14. o k §\ _m pa g . § p Uss#MBOL $ ® - NUMBER R En § CA TA�m ■ Q 7 R_y §K �2 k§ s � FT. n MOISTURE, % $ � DENSITY B UNCONFINED m §�& P ~10, LIQUID LIKI PLASI. � ■ r & - LOG OF BORING NO. 3 Pa&e 1 of 1 cL>ENT BRA Design AACFSCIECTI ENCO FM SrIE Lemay Atmue and Trilby Road Fort Collins Colorado PROJECT Foxi1 Creek CoPHtik J kJ DESCRIPTION ` a U SAMPLESI TESTS z 4 Y z F- M yz Ylt LN�]� ZFVJ • 0.5 6' TOPSOIL CANDY t_FAH CLAY 2.0 Tan, brown, mOiSt, medium Stiff m stiff WFAT}LFRKQ 4- C AYSTONFJStUSTONE __ Gray, olive, nut. moist, moderately hard ct AYSTONFiISI=ONE Gray, olive, ntst. moist, moderarely bard to bard, poorly cememed � 23.0 5 10 l5 25 CL t SS 12' 18 11 2 ST 12' 1 13 111 787O 3 SS 12' 37 1 17 — _ — — 4 SS 10' ro.8 17 5 SS 12' 40 16 6 SS 12' 50 16 7 SS 12-1 50 16 BOTTOM OF BORING THE STRATIFICATION LINES REPREMT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITION MAY BE ORADIRL. wATE& rerracon BORBYO STARIFDwL S 20.0'D' 31SS'A-",l m"NO�o 1-27-00tYL 7LEVELOBSPRYA7[ONS Ru; CME-W POBP�IAU N DL wi Wecked oa V7l00 APPROVED DAR JOB i 20009M LOG OF BORING NO. 4 Page 1. or 1 CLTFM ARCHrIECr I ENGINEER BHA Design SITE Luray Avenue and Trilby Road Fort Collins Colorado PRaMCr Fossil Credo Co ty Palk SAMPLES I TESTS W 2LL. Z LD Fvi to DESCRIPTION " ul " 0.5 6' TOPSOIL SANDY LEAK CLAY CL 1 SS 12' iS 12 2.0 Tan llmwm, O]OiSt, to stiff 3.5 A -nix=fl !`I AYCTOKR_ICTTTSTQ) F y. rust. moist, moderately hard 5 — = 2 SS 12, 50 10 CLAYSTONEISII.TSTONE Gray. olive, Ms. mois[, molt—ly hard to lard, poorly ccwxNed —3 SS 8'5010.7 1 10 4 SS 12-1 SO 13 15 I9.5 BOTTOM OF BORING THE STRATtrIrATIOI LINES REPRBSEMt THE APPROXIMATE BOUNDARY LIMES . BETWEEN SOIL AND ROCK tYPBS= IN -SITU, THE TRANSITION NUT BE QRADUAL. wATFR LEVE7, OBSERVATIONS 1 [err noon BORING START® 1-27.00 $DRY w.n. a 18.0' A.a s°smuN DL r- Water Clucked on 217M APPROVED DAR fOB U 20003008 LOG OF BORING NO. 5 Page 1 of 1 CLmt T BRA Design ARCHITECT I ENrDnM t SITE Lemay Avenue and Trilby Road Fort Collhis, Colorado PROTECT FosU Credo Conimtmlty Park H DESCRIPTION w w O Sri SAMPLES I TESTS zl z i �- w oc z�.z a Lm X g �. off 0.5 6' TOPSOQ RANDY T.AAN Cl AY __ 2.0 Tan, brows, mein, stiff WRATTTERRD CTT TCTONES3 AYSTO Rust, gray, olive, tan, moist, medium to modemaWy hard 12.0 5 10 IS CL 1 SS 12' 13 LS 2 ST 12- 22 106 7290 3 SS 12' 5 31 4 SS 12' 6 29 —_ _ SITTSI'O .AYSTONE _ Rust, gray, alive, tan, moist, modemzely bard m bard � 19,8 5 SS 12' 29 16 6 SS 10' 0/0.8 15 BOTTOM OF BORIPIG THE 97aATIFIC"1011 LINES REPRESENT THE APPROOCIWITE BMWART LINES BETNEEK SOIL AND ROOT TYPES. IN -SITU, THE TRANSITION PRY BE GRADUAL. WATER LEVEL OBSERVATmNS Irefram n BORING STARTED 1-2740 wr, Y DRY w•D- � 14.5' A.B. BORING coualglr�D 1-27.00 wt CMESS POREZA/1N DL w[ Water CLeticed on 2P7100 APPROVED DAR Ton r 2000MS LOG OF BORING NO. 6 Page 1 of 1 CLIENT BSA Design ARCBITECT r E'NOCCM SITE Lemay Avenue and Trilby Road Fort Collins Colorado PROJECT Fossil Creek C munity Park DESCRIPT7MCL x a lS' SAMPLES I TESTS I�i 1 19 rri~ z F W02 5 aa. ' 0.5 6" TOPSOIL SANDY LEAN rTAY 2.5 Brown, 8my, moist, medsum Stiff 5 10 LS CL 1 S5 12' 6 21 WRATHEREQ rT °Y.STONEISILTST NE can.Gray, rust, n. olive. brown, moist, mod=mly bard 8.0 2 ST 12" 24 102 1980 3 SS 12' 15 19 _ C AYSTONVIS11.TSTONE Gray, rust, um, olive. brown, moist, moderarcy bard to bard 19.9 a ss l2" 33 13 5 SS 12' 47 19 6 SS I0' /0.8 14 BOTTOM OF BORING THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOWRIARY LINES BETWEEN SOIL AND ROCK TYPES: IN-StTU, THE TRANSITION MAY 8E ORALNIAL. WATER LEVEL OBSERVATIONS Irerracon BORING STARTED 1-27-0 �. $DRY W.D. ;s �.8. A.B. BORBYGCOMPLETEb 1,27-00 wL RIG C14IE-SS FORFakArT DL *'L Water Checked on 2/7100 AMOVIb DAR JJOBI 26005088 LOG OF BORING NO. 7 Page I of I CLIENT ARCHTTF= I ENGNM IIBA Desip SITE ' Lemay Av®ue and Trilby Road PROJECT Fort Collins,Colorado Fossil Creek Conurmity park SAMPLES I TESTS W ~ H U) J F o m DESCRIPTION N _~ FFF W td�i ae ca (a iii = OIL 0.5 6- TOPSOIL CL 1 SS 12" 20 12 SANDY LEAN CTaY 2.5 BrOw4 SMY. moist, very stiff WEATHERED 171 AYSM)NE/SIT STONE 2 SS 12' 19 21 Rust, gay, olive, moist, mod=befy 5 hard a 3 ST 12"ll 23 104 309D 4 SS 12-1 26 19 10.0 10 M nYSTOONE/SILTSTONB Ruu, gay, olive. moist, modc=ly — hard [o hard 5 SS 12" 50 15 15.0 15 BOTTOM OF BORING THE STRATIf IrATION LINES REPRESENT THE APPROXIMATE SWWDARY LINES .:.EN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITICN NAY BE GRADUAL. WATER LEVEL OBSE'RVA71ONS 1 rerraeon BORING STARTED 147-00 ]O.fY W.D. � 7.3' BORING COMPIEEFA ]-Z7�0 Wt A RIG CME-sS FOREMAN DL wi Water Checked an 217l00 APPROVED DAR JOB 0 2000500g A pig „ II III I 1 II GRAPHIC LOG iY0 E o gg 8 a LL to t4 B 06 a S' u o u DEPTH (FT.) e O Pi USCG SYMBOL a u a w N .- WMIER Yn Ye Yi�i tyi� Y'i. TYPE, $ 00 N N N N N N RECOVERY m^ N � BLOWS FT. o`e lc wNi a MOISTURE, % 3g H a DRY DENSITY 00 UNCONFINED m .• STRENGTH PSF h ub LIQUID. W INNDDEI t~, r N % (-) a aee .. SECTION 00510 NOTICE OF AWARD Date: TO PROJECT: 7025 Water Feature Renovation at Fossil Creek Community Park 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 7025 Water Feature Renovation at Fossil Creek Community Park. 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 00510 Page 1 LOG OF BORING NO. 9 PRE 1 of 1 CLIENT ARCHrrEL'T T EN024:ER . BHA Dedmt Srm lAmy Arand eme Trilby Road PROJECT Fort CWn Colorado Fossil Credo Co Park SAMPLES TESTS \ = m cLi aJ L7 DESCRIPTION H MAN ���pn APPROX. PROFMZEEZYATaN.: 4919.0 Z 1L !A w co W W � yZ� a L �d R'tiQ++ JaJ: APPROX. GROUND SURFACE FiEYATtON: 491Ow O 2 h dr 7a~ia. 0.5 W TOPSOIL 4919.9 WEATHERM rr eyrrOMSTI TSTONR 3.6 Olive, gray, at4 rust ealtBreoos. 491T.4 with interbedded 31115158 1 ST 12' 9 I06 2 ssi 11' 10.9 8 3 SS 8" 7 7 Saadsw¢ISiltsrow, dry to _ moist moderately hard 5 CI AVSTONFICTT.TSTONE Olive, gay, on, rust, rakcareaas, with inmTbedded SaodsroadSitmom, moist, hard 10.0 4910.4 !0 4 SS 12' 50 15 BOTTOM OF BORING THE STRATIFICATION LIMES REPRESENT THE APPWXINATE BOIMDART LIKES BETWEEN SOIL AND ROCK TYPES: IM•SITU, THE TRANSITION MAY BE GRADUAL. WATER L VEL 0$4ERVATWMM IrerraconM IORING START® 2-2"1 »�Y °' TO 'm LsAral water I.eE'd Rndt APPROVED DAB: lOB1 Z0OMW LOG OF BORING NO. 10 Page 1 of 1 CLLENT ARCHITECT! ENGINEER BSA Design SrrE Leamy Avenue and Trilby Road PROIECT Fort Collins Colorado Fossil Creek CoPark SAMPLES TESTS X o wm to 0 J DESCRIPTION v Y }1' 41 U. C a Z WG MH lk O APPROX. MOFIIE ELEVATION, � 49ta.0 = d a.a N TU U�}� HJv APPROX. GROUND SURFACE ELEVATION: 4921.1 0 m IC ga. osmS JCL\' " 0.5 6' TOPSOIL 4920.6 1 FAN CI AY wiih SAND Olive, brown. calcareous, dry DD moist, stiff to very Buff CL 1 IST 112-1 12 106 10500 40/2313t 5.0 4916.1 5 2 SSI 12-1 15 ll }YEATIMED 3 SS 12-1 26 13 C AVSTrTNA/SI TCTON& Olive. gmy, can, nest, calcareous. with tmerbodded 9.3 SandstoodSilmmue, dry to 4911.6 moist moderady hard4 10 SS 12' 34 l7 CLAvsrnlvl:rcn TcrnNE Olive. gray, un nut, cdcaram, with inxrbeddedae Sandstane/Siltsto, moist, hard BOTTOM OF BORING THE STRAT[PIGTIOa LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEN SOIL AND ROCK TYPES: IN -SIN, THE TRANSITION NAY BE GRADUAL. WATER LEVEL OBSERVATIMMMS Irerraca n BORING STARTED 2-1A-0L DRY WD T O 2.24-01 f T9RFAfAN W I mmw Water Levd Readi APPRov® DAg JTOBP ZQOOSODB LOG OF BORING NO. 11 Page 1 of 1 CLIENT ARCHITECT1ENouim BHA Design $rrF Lemay Avenue and Trilby Road PROECT Fort Collins Colorado Fossil Creek Community Park SAMPLES I TESTS m L z d f' g ?b U W W O '0 M 2 O YLL Ea �¢!i o~sa J ca DESCRIPTIDN APPROX. PROFILE ELEVATION.: 4913.0 APPROX. GROUND SURFACE EEZVA71ON: 4913.6 x Q. a Ny (.� � • 0.5 6" TOPSOIL 4913.1 SANDY I CLAY CL IISS1 12" 4 21 — -FAN Dark brown, alcarwus. dry to 3.5 moist, soft to medium stiff 49L0.1 2 ST 12" 19 98 EATfEnan 3 SS 12" 50 15 (".r.eV_STANRlSTF TCT()NF 5 Olive, gray, tan, msl, ralcarcm. with interbedded Sand /Siltsmoc, dry to moist, modmoely Ward 4 SS 12' 40 1 19 10 11.0 4902.E , Ci.AYCTON_E/Sii TSTA Olive, gray, ma, nut, calcareous, With interbedded — Sandstone50tstone, mods, bard 5 SS 11" l0.9 15 15 _ 6 SS 11' l0.9 14 20 24.T 4888.9 7 SS 8" !0 7 14 BOTTOM OF BORING THE STRATIFICkTION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL Alto ROCK TYPES: IN -SITU, THE TRANSITION MAY 6E GRADUAL. WATER LEVEL ORSFRVA'ISDNS Irerracon BORII3G STARTED 2-24-01 S DRY WD 1 > COED 24"1 rWL wL RIO CM E-55 Fo a ?,M wL Initial Water Level ReadingAPeRovFn DAR JOB r 2p0 SM LOG OF BORING NO. 12 Page 1 of I CIE NT ARCHITECT ENGINEER BHA Design SITE Ley Avenue and Trilby Road PROJECT Foil Collins Colorado Fossil Credo Community Park SA11PLES TESTS s h U9 S DESCRIPTION APPROX. PROFILE M.EVATION.: 4913.0 APLAtOX. GROUIYD SURFACE FIEVATTON: 4925.2 ^' IL O >- i/1 U W w O LL 2JJ m N �Wd Z7� OW ^ 0.5 6' TOPSOIL 4924.7 SANDY LRAN MAY Olive, brown, calcucc=, dry to moist, medium stiff to Stiff CL 1 SSI 12-1 11 IS 5 9.5 4915.7 10 2 SS 12-1 12 18 WEATIMPTI CI.AYSTANF/SI TSTANE Olive, gray, u= nut, c ceroous, with imetbedded Sandsmac/Silatone, dry to 14.3 moist, modermely bar4 4910.7 15 SO4 = .0584% 3 SS 12"1 50 15 �YSIG) /t Torn Olive, gory, tan. rust. Calcareous, with imabcdded sandsmne/siltsmDe, mail, hero 4 ST 12-1 15 118 13060 5 SS 11' 5010.9 15 20 24.7 4900.5 6 SS 1 8' /0 7 1 BOTTOM OF BORING TUB STRATIFICATION LINES REPRESENT TNB APPROIINIITE BOUNDARY LINES SEriEEN SOIL AND ROOK TYPES: IN -SITU. THE TRANSITION MY BE GRADUAL. WATER LEM OBSERVATIONS I rerraican BORING STARTED 2-2"1 DRY wD M COMPLETED 1 I lU �rL W W Water Lem 11teadhill APPROVED DAR 1300 a 2000rAN LOG OF BORING NO. 13 Page 1 of 1 CLmNT ARCHnECT/ENGINEEir BHA Design SITE Lmtay Avenue and Trilby Road mOIECT Fort Collins,Colorado Fossil Creek Commuolly Paris SAMPLES TESTS a p c) DESCRIPTION w > Ix z Lis NI.- = APPROX. PROFRE ELEVATION.: 4M.0 r a y� y 'Hoa W Oa�. isfAa APPROX. GROUND SURFACE ELEVATION: 4920.6 O 1a�- i 0.5 6' TOPSOIL 4920.1 CL t SS 12' l9 l3 SANDY FAN C,1 AY T 2.0 49I8.6 Dark brows, calcareous, dry to moist, very stiff 4 (MAYEY SAND 4916.1 Tan brow0. maid loose 5 / 2 SS 12' 10 l5 SANDY LEAK C1 AY Olive, brown, calcarmas, moist, Stiff 10.0 4910.6 10 3 SS 12' 12 16 BOTCOM OF BORING THE STRATIFICATION LIKES REPRESENT THE APPROIIPATE BOUNDARY LINES aET57M SOIL AND R09 TYPES: IN -SITU, THE MAMMON PAY 6E GRADUAL. WA7ER LEVEL OBSERVATIONS Irerracan BORING STARTED 2-240i WL $DRY WD BORING cCK.iPI-EiED 24"1 RIG CK&Ss AN M"L v 7 Fnitia1 Water Level Readint APPROVED DAR I FOB,r 20005M LOG OF BORING NO. 14 Fall 1 of 1 CLIENT ARCHITECT I ENGINEER BHA Design SIM ltauy Avenue and TrUby Road PROrEC[ Fort Co111na Colorado Fosall Crock Cmurtunity Park SAMPLES TESTS 0. u DESCRIPTION cn A APPROX. PROFILE ELEVATION.: 4977.0 N a H W IL N H O 73 7 Nr1r i pi MuaN APPROX. GROUND SURFACE ELEVATION: 49W.6 0 K m oa to " TOPSOIL 4944.1 lE TEERED COMP. CANT STn ./CILTSTONE' SAMPLE au. ruff, gray, dry to moist, 4941.1 0.5'-4.0' moderately Lard 42/27/73 AASHTO 1 SS 10" 010.8 10 [3' ara rtrel. guy. Taoist, bard co very S A-7.6 hatd 8" 50ffi.7 12 10 —14.4 4930.2 BOTTOM OF BORING 'Classified Ira Sandy Lean Clay THE STRATIFICATION LINES REPRESENT TBE APPROXIMATE BOUNDARY LINES OMEN SOIL AMC ROC[ TYPES: IN -SITU, THE TRANSITION MAY BE GRADUAL. WATER LEVEL OBSERVAITONS � rerracon BORING STARTED 2.2"l DRY �D � BORING `°�`� 2-2401 vvL I RIG CME-55 EORE2aAF Mn av[ Ldtial Water Level Reading APPROVED DAR jlOB# 20005M LOG OF BORING NO. 15 Page 1 of 1 CLIENT ARCHIIECI f ENGINEER BHA DeAgn SITE Lemay Avenue and Trilby Road PROJECT Fort Col Colorado Fossu Creek Community Park SAMPLES TESTS p J h J o DESCRIPTION APPROX.PROFILEELEVATION.: 491N.0 Wa a u }i W o S v F-M goo. D� N APFROX GROUND SURFACE ELEVATION: 4912.6 O m II_ ¢ i0 la a • 0.5 V TOPSOIL 49111 RANDY LFAN CLAY Dark brown, calcareous, dry, stiff Cl.. 1 ST 12' 9 107 13370 3.0 to VM Siff 4909.E CLAYEY SAND 2 SS 12' 28 10 Tan, blown, dry, medium dense to 3 SS 12' 35 9 dem e 3 0 4 10 4 SS 12' 21 8 BOTTOM OF BORING THE STRATIFICATION LINES REPRESENT.TNE APPROMATE BOUNDARY LIMES BETWEEN SOIL AND ROOK TYPES: IN -SITU, THE TRANS1T104 NAY BE GRADUAL. WATER LEVEL OBSERVATIONS Irerfarcln BORING STAATID 2-24-01 DRY WD ; &RDJGCOMPtJ5 1 CME-SS FORE— M7Z u2 Inwal Water Lavel APPROVED DAR JJOBP 20005M LOG OF BORING NO. 16 Page 1 of 1 CI.IE*NT ARCNTT I ENGINEER BRA Design srrE Lemay Avemw and Trilby Road PRCuECT Fort Collins Colorado Fossil Creels C Park SAMPLES TESTS z WWa Y r p�p U tu Ii ur 4 m \ gWue r H or r H o °d C' f 7Na. LWN oa �Nr. CS JOr� O u DESCRIPTION APPROX. PROFDE ELEVATION.: 4900.0 APPROX. GROUND SURFACE ELEVATION: {907.fi ^ .ti. = d c4i Jp Rl H U ' 0.5 6' TOPSOIL 4907.1 SANDY TFAN M AY Dark bmwn, calcareous, dry, very stiff to bard 5.0 4902.E S CL t SS 12*1 31 11 CLAYEY SAND Tan, brown, dry, medium dense to dense 2 SS 12' 14 17 ]0 12.0 4895.6 42MISI S Y FAN CI AY Olive, bmwo, calaroouc, moist, 3 ST 12' 23 103 2220 medium stiff 4 SS 12' 5 25 13 20.0 4887.E S SS 12'1 6 24 BOTTOM OF BORING THE STRATIFICATION LINES REPRESENT THE APPROXIMATE RUNDARY LINES BETWEEN SOIL AND ROCK TYPES; IN -SITU, THE TRANSITION PAT BE GRADUAL. WAM LEM OBSERVAjRwdl.3 I rerracan BORING STARTED 2-i,4•al CRY BORING D 1WK. C� �O� � W[ Initial Water Leve APPRovEn DAR roB r 200Og008 LOG OF BORING NO. 17 Page l of 1 CLIENT ARCHITECT T ENGINEER BHA Design SITE Lmmy Avenue and Trilby Road PROIECr Fort Colligs Colorado Fossil Creek Conwunity Park Sfi1WLES TESTS DESCRIPTION LL a C a X w F En z 0 o APPROX. PROFILEFS.EVATION.! 491D.O X o !� OI�Ly r1�yg3 La�i Fl- ny� U ►•1 0: lA�y ZI=fO ou w4lfn lCD APPROX. GROUND SURFACE.ELEVAT[ON: 4954.E O I}- Dwc io = 00_ 77 to oa. 0 0.5 6" TOPSOIL 4924.1 SAKRY-.i FAN-CLAYDark brown, calcareous, dry to moist, medium stiff to Stiff 14.0 4920.6 SANDSTTan, rust. gray, dry to awist,ard SAN TSTONE ONE/SIT 8.0 T� -St. gray, mom. hard 4916.6 cl-AY.STONEISILTSTONE Olive, limy. ta4 rust. cakamus,with interbedded 10SenduaaelSDtstone, moist, hard to very hud 910 1 SS 11- 10.9 14 15 S040033% 124.4 2 SS 10' 10.8 9 20 4900.2 BOTTOM OF BORING THE STRATIFICATION LIMES REPRESENT THE APPROXIMATE BOUNDARY LIKES BETWEEN SOIL AND ROCK TYPES: IN•S[TU, THE TRANSITION MAY BE GRADUAL. WATFA r.EVM OBSERVATIONS I linr acon BORING SPARTM -2-2401 DRY wD III BORING C1ti1E 1MTZ RAG 45 PORk r lydtial Water Level Readl OVEO DAR we # 200WOOS LOG OF BORING NO. 18 par 1 of 1 CI.IEN T ARC-M= I WGINEFR BOA Daign SITE Lemay Avenue and Tdlby Road PROJECT Fort Collins, Colorado Fossil Creek CommunIq Pack SAMPLES TESTS r U) .. DESCRIPTION APPROX. PROFILE ELEVATION.: 4915.0 APPROX. GROUND SURFACE EIZVATTON: 49222.7 F O w x Nag w g i0 L od W • 0.5 V TOPSOIL. 49=2 SANDx LEAN CLAY Dark brown, calcareous, dry to moist, stiff 4 4919.2 CL L SS 12' 12 L3 S ANTI MNF IRTt .TSTONE Tan. tust, Stay, dry to moist, - S.0 moderaudy hard 4914.7 to — WIiAT HERFn 9.5 rTiYcrnNE/SI rrrONr 4913.2 Olive, gray. am, rust, calcareous, 2 SS 12' 30 LS wish wish imrsbeaded SaodsmrclSiltsrone, moist, modesatcly hard CT AYSIONKNj� OT NE Olive, gray, u4 rust, calcareous. L4.8 with interbedded 4907.9 3 SS 10' 010.8 13 SaodsmadSiltst�, moist, hard BOTTOM OF BORING TXE STRATIFICATION LINES REPRESENT THE APPRORIMATE BOURIART IiNES aETUEEN SOM AND ROCK TYPES- IN -SITU, THE TRANSITION MY BE GRADUAL. WAT1.8IEVQ. 08501VA7f4lDNS 1 rerracal BORING STARTED 2-24-01 g DRY RM G `G°� 1 WL CME-55 WL Inldal Water Level APPROvm DAR Ioa / 200pggOg 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 7025 Water Feature Renovation at Fossil Creek Community Park and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by BHA Design, 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 thirty (30) 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 proceeding the actual loss suffered by OWNER if the Work is not completed on time." Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Section 00520 Page 1 LOG OF BORING NO. 19 Page 1 of 1 CLIENT AacmTECT / ENGINEER BHA Design SITE Lemav Avenue and Trilby Road PROJECT Fort Collins Colorado Fossil Creek Community Park SAMPLES TESTS c Sa OESCR3PTION APPROX. PROFILE ELEVATION.: 4911.0 . APPROX. GROUND SURFACE ELEVATION: 4911.a m O U 7 rr mW 7L7 2 W U pWcSa~Ia. U. _ JOJ M O }a t�T CLL • 0.5 6" TOPSOII. 4917.3 20 SANDY jFA_NCIAY 4915.8 Dark brown. calcareous, dry m moist, stiff WEATIIERfiD SA_NDST_ONHJSILTSTONE CL 1 ISS 12-1 45 5 Tao, rust, gray, dry to moist, 5 moderately bard . 8.0 4909.8 WEATHERED rI Avcr0ffMjxM 2 SS 12" 26 13 Olive, gray, ma, rust, calcareous. 10 with imerbedded Sandsstaule/Siilamoe, moist, moderately hard 3 Sr 12" 15 118 14.5 4903.3 15 4 SS 12' 50 14 — �YSTOlMSILTSTONE —_ Olive, gray, Ira, nmst, calcareous, = with interbedded = Sandstone/Siltstow, moist, hard 19,9 4897.9 5 SS 11' 10.9 15 BOTTOM OF BORING THE STRATtfICATICN LINES REPRESENT THE APPROXIRATE BOUNDARY LINES BNEN SOIL AND ROCK TYPES. IN-SETO, THE TRANSITION RAY BE GRADUAL. WATER LEVEL OBSERVATTONS Irerracon BORING STARTED 2-2441 WL wD WL M11nid, RIG CME-55CCbaqZm FORE31A2N�1 l Water Level R APPROVED DAR 11080 20005008 LOG OF BORING NO. 20 Page t of I CLTENT ARCHITECT / ENGINEER. BHA Design SITE Lemay Avenue and Trltby Road PROJECT Fort CollinsColorado Fossil Credo Commumity Paris SAMPLES TESTS w $ i W > Lu O UUW C 3 O 21 X °3 (AO CMp 2 w CU Oa O W UFNLL 3Na = DESCRIPTION APPROX. PROFILE ELEVATION.: 4909.5 APPROX. GROUND SURFACE ELEVATTON: 4905.7 � r } Ifl " 0.5 6" TOPSOIL 4905.2 CL 1 SS 12' 13 11 SANDY L tN CTAY Olive, brown. calcareous, dry [o 3.0 moist, s�d;� sdffto stiff WE&CHERED 4902.7 2 ST 12" 20 108 3290 SANT),STOATFISILTSTONF 3 SS 12' 22 17 am, rust, smy,ym moist, 5 moderately b WPATHFAFD Cl aYSTO TSTo� Olive, gay, tam, rust, catcarernLs, 9.5 with interbedded 4896.2 Sandslomd5utstoae. moist. IO 4 SS 12' 43 14 moderately hard Olive, gray, tan, rust, calcareous, with intubedded SamdStDONS1IIS.GOe. mOLSi, bard . BOTTOM OF BORING THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITION MAY BE GRADUAL. WATER IEVEL OBSFBVATWNS Irerracon RIN BOG STARRED . 2-24-01 WL $ DRY wD 1In WL RIG WL IoltW Water Level Rea APPRovED ppR JO8 a 20005008 LOG OF BORING NO. 21 Page 1 of 1 CLIENT ARCHLTECT I ENGINEER BRA SJTE Lemay Avenue and Trilby Road PROJECT Fort Collins Colorado Fossil Creels Commonfty Park SAMLLS TESTSI- 1� DESCRIPTION H Uj J~a APPROX PROME ELEVATION.: 4920.0 O N� 22 �D APPROX. GROUND SURFACE ELEVATION: Q. u W o NO-N c a�iS �d4 Lmzii t� o¢� m31� 4910.0 o O Fr- io 7t~Ad " 0.5 6' TOPSOIL 4909.5 CL 1 SS 12' 21 9 SANDY LAN — — MAY COMP, Dut brown, calcareous, dry to SAMPLE moist, very stiff 0.5'4.0' 4=5l60 2 SS 12- 23 10 5.0 4905.0 5 AASHTO A-7.6 CLAYEY SAND 7.0 Tan, brown, maim loose 4903.0 SANDY MAN CTAY Olive, brown, miWicous, moist. 0 medi® stiff to stiff 4900.0 10 CL 3 SS 12' 8 20 BOTTOM OF BORING THE STRATIFICATION LINES REPRESENT TIE APPROXIMATE 801RDARY LINES BETWEEN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITION NAY BE GRADWL, WATER LEVEL OBSERVA77014S Irerraccin BOWG STARTED 2-24-01 WL $ DRY WD DRY AB COMPLETED " BRIG C� FOREIV MTZ wL Water Level Checked 2/27/2001 APPROVED DAR 1-0 20B03M GEOTECHNICAL ENGINEERING REPORT APPENDIX B Fossil Creek Community Park APPENDIX 0.24 0.22 APP[ZED PRMURE. 73F 101 io 3.0 1 EEAN CLAY vft SAND CL 1 U3 1 s I OLIDATiON TF.RRACON NO. C O N S O L I D A T I O m Vy , ■i'7-A M a and dcpdi (R) Cludficadaa DD MC% 10 3.0 LEAN CLAY with SAND CL 123 8 TERRACON C O N 9 O L D A T 1 O N AFFLLED PRESSURE. TSF 101 12 18.0 1 WEATEUMM C1.AMONE/SII.TSfONE I IU 1 161 PROJECT TERRACON ).32 )AS ).r6 ).3a APPIIM PRESSURE, 73F I Boring and ft.) I Classification I DD MC% • 12 18.0 WEATHERED CI.AYSTOW€lSH.TS om 1 112 16 TERMCON APPLIED FRFSStM.F- nF ICI 15 2.0 1 SANDY LEAN CLAY CL 1 113 1 9 CONSOLIDATION TEST TERRACON u�■n One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the thirty (30) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the fifteen(15) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ 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, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount Section 00520 Page 2 C O N S O L I D A T O n APPLR'D PRESSURE. TSF and 101 26 3.0 1 WE47HERED SANDSTOWSMTSTONE 1 113 1 17 � FROIECT CONSOLIDATION TERRACON 0.54 0.52 0.50 0.48 v 0 a.4s D R A T 1 0.44 0 0.42 0.40 0.38 0.36 0.34 0.1 10 1 APPLLED PRFSOM TSF BodW and dcpth (R.) Cbmincadon DD MC% • 20 3.0 WEA7I3BRED SANDSfONUSQ.TSTONE 113 17 PROJECT Fossil Creek Cemmuak^Park - Lemav Avenue JOB NO. DATE 3/13/01 CONSOLIDATION TEST TERRACON MMMLWWIWA P:Af, I ZIL44 F_F P IF M M�Tnl 113 MITI!@ PRojF= Fmm rre& and TrUby camnmw. I-- 1019 NO. zoo"M lbad DATE- 3113101 GRADATION CURVES TERRACON lrerracow Laboratory Compaction Characteristics of Soil 301 Nath eA,. Swat . P.O. BOX Gn FORT OOWNS, COLORADOINM6 (0701 aaaaaes PAIL (s70)4Se-04e4 !� CLEMTNAME: bho dsslyn PROJECT NO. 200050M DATE: NIZI Fort Coltns, Colorado PROJECT NAME AND Fond Credo CoSare w Park Q LOCATXft W. Lanny Ave., N. of Porter Reservoir Fat COM", Colorado SOURCE MATERIAL- Canpasile Semple from -ME KNOLL! I Test Saito No. 14 a MS -40 _ SAMPLE DESCRIPTION: Sandy Laan Clay G ROUP SYMEtOL: CL MATERIAL DES(QNATVW. Curve No. 1 SAMPLE DATE tl TEST METHOD: A a TEST PROCEDURE: ASTM 0698•IM SAMPLE PREPARATKNI: WET II RAMMMt: MECNANICAL: MANUAL: MAIOMUM UWT WEIQNT: 105.8 IbNe OPTIMUM WATER CONTENT: 1&0 % LIQUID UMIT: NOT PERFORMED PLASTIC LIMIT; NOTPERFORMED PLASTICITY IRM: NOT PERFORMED % PASSING Y 200 SIEVE NOT PERFORMED REVIEWED UY: David A. Richer. P.E.- Caclech 72 �mmmmmi mmmmmmmmmmmmmmmmmmo mmmmmmmmmmmiommmmmmmommmon vommommmmmmmmmmonommumm M mmmmmmmmummmmmwmmmmmmmmmom mommmmmmmmmmmomommmmmmw mmmmmmmmmmmmoommmmmmmummmm mmmmmmmu •moomm mmmmommmmm mmmmommo■■mmmmmi■ti•wmmmmmmmmm momMMWAMMMMMMNMMMMMMM■ MMWm GEOTECHNICAL ENGINEERING REPORT APPENDIX C Fossil Creek Community Park APPENDIX DRILLING AND EXPLORATION DRILLING & SAMPLING SYMBOLS: R : Ring Berrelt - 2.42" I.D., 3" O.D-, unless otherwise noted SS: Split Spoon - 1_ I.D., 2' O.D., unless otherwise noted PS : Piston Sample ST : Thin -Walled Tube - 2' O.D., unless otherwise noted . WS : Wash Sample PA: Power Auger FT : Fish Tag Sit HA : Hand Auger RB : Rock Bit DB : Diamond Bit - 4", N, 8 BS : Bulk Sample AS; Auger Sample PM : Pressure Meter HS : Hollow Stem Auger DC : Dutch Cane WB : Wash Bore Penetration Test: Blows per foot of a 140 pound hammer falling 30 inches on a 2-inch O.D. split spoon, except where noted. WATER LEVEL MEASUREMENT SYMBOLS: WL :Water Level WS : While Sampling WCI : Wet Cave in WD ;While Drilling DCI : Dry Cave in BCR : Before Casing Removal AB ; After Boring ACR : After Casting Removal Water levels indicated on the boring bogs are the levels measured in the borings at the time indicated. In pervious sails, the indicated levels may reflect the. location of groundwater. In tow permeability soils, the accurate determination of groundwater levels Is not possible with only short term observations. DESCRIPTIVE SOIL CLASSIFICATION: Sal Classification is based an the Unified Soil Classification system and the ASTM Designations 0-2487 and D-2488. Coarse Grained Sails have more than 50% of their dry weight retained on a #200 sieve; they are described as: boulders, cobbles, gravel or sand. Fine Grained We have lass than 60% of their dry weight retained on a #200 sieve: they are described as: days, if they are plastic, and silts if they am stighdy plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In edditiorj to gradation, coarse grained sage are defined on the basis of their relative in -place density and fine grained soils on the basis of their consistency. Example: Lean clay with send, trace gravel, stiff ICLI; sitty sand, trace gravel, medium dense ISM). CONSISTENCY OF FINE-GRAINED SOILS: Unconfined Compressive Streargth, Du, Pat Consistency < 500 Very Soft 500 - 1,000 Soft 1,001 - 2,000 Madam 2,001 - 4,000 Stitt 4,001 - 8,000 Very Stiff' 8,001-16,000 Very Hard . RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Termlel (of Components Also Percent of Present in Samplel Dry Walgbt Trace < 15 With 15 - 29 Modifier > 30 RELATIVE PROPORTIONS OF FINES Descriptive, Termlal (of Componen Also Percent of Preramt In Sample) Dry Weight Trace < 5 With 5-12 Modifier > 12 RELATIVE DENSITY OF COARSE -GRAINED SOILS: N-Btawalft. Relative Density 0-3 Very Loose 4-9 Loose 10-29 Medium Dense 30-49 Dense 50.80 Very Dense 80+ Extremely Derma GRAIN SIZE TERMINOLOGY Major Component of Sample Size Range Boulders Over 12 in. (300mm) Cobbles 12 In. to 3 in. (300mm to 75mm) Gravel 3 in. to 94 sieve (75mm to 4.75mm) Sand #4 to #200 sieve (4.75mmto 0.075mml Silt or Clay Passing #200 Sieve (0.075mm) Irerracon LABORATORY TESTS SIGN RCANCEAND PURPOSE TEST SIGNIFICANCE PURPOSE COMforrria Used to evacuate the potential strength of subgrade soil, Pavement Swift subbase, and base course material, including recycled Thickness Ratio materials for use in road and airfield pavements. Design Consdidation Used to develop an estimate of both the rate and amount of Foundation both differentiae and total settlement of a structure. Design Mect Used to determine the consolidated drained shear strength of Bearlrtg Capacity, Shear soil or rock. Foundation Design & Slope Stabill Dry Used to determine the in -place density of natural, Inorganic, Index Property Density fine-grained soils. Soil Behavior Expansion Used to measure the expansive potential of fine-grained soil Foundation & Slab and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Son particle sizes in soil. Classification Ugndd 6 Used as an integral part of engineering classification systems soli Plastic Ldng to characterize the fine-grained fraction of soils, and to Classification Plasticity specify the fine-grained fraction of construction materials. Index PermeabfNty Used to determine the capacity of soil or rock to conduct a Groundwater liquid or gas. Flow Analysis pH Used to determine the degree of acidity or alkalinity of a soil. Corrosion Potential Resist/vity Used to indicate the relative ability of a sal medium to carry Corrosion electrical currents. Potential R•Vakre Used to evaluate the potential strength of subgrade soil, Pavement subbase, and base course material, including recycled Thickness materials for use In road and airfield pavements. Design Soluble Used to determine the quantitative amount of soluble Corrosion SUVW0 sulfates within a soil mass. Potential Unconfined To obtain the approximate compressive strength of soils that Bearing Capacity Compression possess sufficient cohesion to permit testing in the Analysis unconfined state. for Foundations water Used to determine the quantitative amount of water in a soil Index Property Content mass. Son for lrerracon REpORI` TERMINOLOGY (Based on ASTM 0653) ADinvable Sop The recommended maximum contact stress developed at the interface of the Searb►g Capacity foundation element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath Course slabs or pavements. Bocidill A specified material placed and compacted in a confined area Badrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation, Bench A horizontal surface in a sloped deposit. Caisson (DnYled pier A concrete foundation element cast In a circular excavation which may have an or shaft) enlarged base. Sometimes referred to as a cast -in -place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding Frfctlon shear stress at which sliding starts between the two surfaces. Coguvfum Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compaction The densification of a soil by means of mechanical manipulation. Concrete Slab -on- A concrete surface layer cast directly upon a base, subbase or subgrade, and Glade typically used as a floor system. Differential Unequal settlement or heave between, or within foundation elements of a Movement structure. Earth Pressure The pressure or force exerted by soil on any boundary such as a foundation w all. ESAL Equivalent Single. Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). SV&Mmd Rp Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a gectechnical engineer. GquMlent Rudd A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach Is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. ExbMg fop (or Materials deposited through the action of man prior to exploration of the site. man-made fip) Existing Grade The ground surface at the time of field exploration. lrerracon REPORT TERM INOLOGY (Based on ASTM D659} &pansive Fbtentlal The potential of a soil to expand (increase in -volume) due to absorption of moisture. Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the sail. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth of which the ground becomes frozen during the winter season. Grade Beam A foundation element orwall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils, or within fractures in bedrock. Heave Upward movement. .Lfthotogic The characteristics which describe the composition and texture of soil and rock by observation. Nettie Grade The naturally occuring ground surface. Native sou Naturally occurring on -site soil, sometimes referred to as natural soil. Optlmum hfofsttas The water content:at which a soil can be compacted to a.maximum dry unit Content weight by a given compective effort. lurched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuing stratum. Scanty To mechanically loosen soil or break down existing soil structure. Settlement downward movement. Sidn Frfction (Side The frictional resistance developed between soil and an element of structure Shear) such as a drilled pier or shaft. Solt (earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length.in a given direction. Stress The force per unit area acting within a soil mass. Stffp To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. lrerracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Grow Names Using LaboaMaey Testt . Omup Symbol Sea Classification Grow Neon. Como. -&wined Growls mars than Clean Gravels Less Sofia more than 50% of coarse than 6% lines' Cu > 4 end 1 4Cc s9t OW Well- redod grnaf 60% retained on fraction retained an No. 200 siwe W. 4 sieve Cu < 4 ardor 1 > Cc > 3s OF Pooh graded Qravef - Gravels Fins more thenn 12% mroa° Fines clammily as ML or MH OM Shy 9rawl.0,/4 Fmes classify as CL or CH GC Cky y grevero" Sands 60% or more Clean Sends Laos Cu > 6 and 1 S, Cc < 31 SW We9-graded sand' of "area fraction than 5% mros' paeaas No. 4 sieve Cu < 6 and/or t > Cc > 3' SP Poorly graded send' Sands with Rnes Ft nes classify as ML or MH SSA Silly sand"[' mane [ban 12% them° Fines Classify, as CL or CH Sc Clayey and°J' fins -Grained Sells Slta and Clays inorganic PI > 7 and plats on a above 'A One' CL Lean CIAVLW 50% or more Liquid Itmit less gssea the than 50 PI < 4 or plots below -A- Ins' ML Site — No. 200 alive organic Liquid brit -wan dried Organic day""''" OL Liquid limit • net dried Organic sift-- SOta and Ckwe image is PI plate en or above 'A' Eno CH Fat day— Liquid Om4 50 of more PI lots below 'A' ley MIf Elastic Sot""' organic Lk1u10 Emit • awn dried Organic day" —OH L' id Emit . not dded Organic Mltl 4 Hogy organic sons Prirur9y organic matter, dark in color. and organic drier PT Peat ABaaed on the material passing, the 3-in, IR soi dontsins 15 to 29% plus No. 200, add (75-mm) slew .'anr>,✓nrr ¢ ' (Drol' 'with sand' or 'with gteyet', whichew Is 'If field sample conmined cabbies of A. x D. predorninas. boulders. or both. add 'with cobbles or 4f adi contain > 30% due M. 200 boulders, or, both' to Wo p rame. predominantly sad, odd 'sandy' to group eGrawl3 with 6 to 12% fitvee require dual 'If sag contsins>'15%sand, add'whh 'name. symbols: sad' to group name. "lf tog contains Z 30% plus No. 20O, rMOM well -graded Would with siN MOM es V finclassify as CL•ML, use dual symbol predonditernly, gravel, add'grevolly' to grow well -graded gravel with clay GC -GM, or SCSM, name. GP -GM poured Waded gravel with sot 'if form we agartic, add -with organic rmes' Not L 4 and plats on or abote'A' love. GP -GC poorly groodd Ipnvef with clay to group mans. on < 4 or plats below 'A' girt. °Sails with 6 to 12% fines require dual V sag contains 2, 15 % grwel. add 'with 'PI plots on or above 'A' Gm. slmOols: grawP to group name. 9i plats below 'A' tlne: SWSM well -graded sand with silt if Atterba9 Smfa plat in shaded area, soil is SW -SC weggradd amid with day a CL•ML. Why day. SPSM poorly Waded said with sit SPSC poorly graded sad with day rr. • rriW M� w ter"" L IMH OR OF -" ML oR OL 1 i e a ro •a 20 UOOIG ISYif (IL) lrarracon sufficient to increase total payments to CONTRACTOR to 95.0 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 Section 00520 Page 3 TABLE 01 AMOMMENDED PFWENTATNE MAINTERANCE POLICY FOR ASPHALT CONCRETE PAVEMENTS Oktrasa Type old" Se"ay ibceRaerrfdad Makdarrea a owma TyPs Ohtrew se.•ray Raeo ralvd Makderrrce AVAptw Ctaekhg law Nor Pdehirg a tAay C4 PatcNog Low NONr Medkrn Fd-0aPlh AsPr d Cmcrda patch Memm F dH3epth Asphalt Coaaale Patch { High 6ke*V Low Nsrr Pahhad Ag~s Low Nero Mesiksrt Surface Swaim MedWm Htgh Skdm AC rota, High Fog Seal ®east Law laerr Pcohotas Low Slrlbw AC Patch radon Chem 6 Said AllCnelu Medrm PtA-0spth Aapladt Coreaele Patch Nka" High &Mws a Law Herr Lt+iorre Lew No poky far Rued Medkan ShOwAC Patch Mariam H4h Aill4apth Patch hiy+ COrn+{ytba LaW Nor Ridthq Low Nero re8m FeAO40h Awt gCowate Patch redkm Shdkw AC Patch High Kgh Fd4)epth Patch Oapeesm Low Nor lihwArV Law Nero Medea Shafow AC Patch MWtm Mia Sh low AC Pdsch High Aaaepth Patch High Was Craclag Law ILnr SRPF-9e C dag Lasr Nom rsdtm Seal CAcks Medao ahO w Aaph& CahCate Paten Hlye Fug*lpth Patch High JoYd Aaltactlon Lew Clem A Seal An Grader awes Low Nam radkan Nedun Stribo AO Pddt Nigh Shalow AC patch High PtAAepth patch Laroffi ackw poPOH law hoer S LeW Fag Seat Median StoMr Hiigh High Laegkodtrla Trmvwss Craekttq LOW No— . MedYm Cyan a seal Ad Cracks Hint lrerracon | s 0 Lon . . Lo LN . ) K ! | t � � . $ | t i | ! | ■ ; l | | I | !! $!� |!�| � !! | ! 2#! |!A III' Al | f ! Z5. || ! VINICTY MAP - N.T.S. SHEET, INDEX 1 COVER SHEET, DESIGN TEAM DIRECTORY, SHEET INDE' 2 WATER FEATURE SEWER SERVICE 3 EXISTING SITE CONDITIONS & DEMOLITION PLAN, BID 4 SITE PLAN, LAYOUT PLAN 5 C-,RAnINC-, PI AN PI ANTINr PI AN PI ANT I IRT PI ANTIN 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 1Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents .and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET INDEX 1 COVER SHEET, DESIGN TEAM DIRECTORY, SHEET INDEX 2 WATER FEATURE SEWER SERVICE 3 EXISTING SITE CONDITIONS & DEMOLITION PLAN, BID ALTERNATE PLAN, VAULT DOOR CUT DETAILS 4 SITE PLAN, LAYOUT PLAN 5 GRADING PLAN, PLANTING PLAN, PLANT LIST, PLANTING DETAILS 6 CONSTRUCTION DETAILS 7 CONSTRUCTION & SHELTER DETAILS 8 STRUCTURAL DETAILS 9 WATER FEATURE SITE PLAN 10 WATER FEATURE VAULT DETAILS 11 WATER FEATURE DETAILS 12 WATER FEATURE DETAILS 13 IRRIGATION PLAN 14 IRRIGATION DETAILS 15 ELECTRICAL 16 ELECTRICAL 17 VAULT DOOR CUT DETAILS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. Section 00520 Page 4 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. . Section 00520 Page 5 OWNER: CITY OF FORT COLLINS By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. 0. BOX 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney CONTRACTOR: By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: LICENSE NO.: Section 00520 Page 6 SECTION 00020 INVITATION TO BID Date: March 20, 2009 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on April 13, 2009, for the Water Feature Renovation at Fossil Creek Community Park; BID NO. 7025. 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. 0. 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 7025 Water Feature Renovation at Fossil Creek Community Park. 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. Contract Documents will be available March 23, 2009. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 a.m., on March 31, 2009, at 5833 S. Lemay, Fossil Creek Community Park Maintenance Building, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any Rev10/20/07 Section 00020 Page 1 SECTION 00530 NOTICE TO PROCEED Description of Work: 7025 Water Feature Renovation at Fossil Creek Community Park 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 r CONTRACTOR: By: Title. Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 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 bind ourselves, successors and assigns presents. which sum well and truly to be made, we jointly and severally, firmly by these 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,7025 Water Feature Renovation at Fossil Creek Community Park. 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. r Rev 10/20/07 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners. By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND :•*. 0• 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, 7025 Water Feature Renovation at Fossil Creek Community Park. 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. Rev 10/20/07 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of, , 20 IN PRESENCE OF: Principal By: (Corporate Seal) (Title) (Address) IN PRESENCE OF: Other Partners IN PRESENCE OF: Surety By: 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. Rev10/20/07 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:7025 Water Feature Renovation at Fossil Creek Community Park PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility -for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: Rev 10/20/07 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE Me= Gentlemen: You are hereby notified that on the _ Fort Collins, Colorado, has for the City of Fort Collins project, Creek Community Park. 20 _ day of , 20 , the City of accepted the Work completed by 7025 Water Feature Renovation at Fossil 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. Rev 10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT:7025 Water Feature Renovation at Fossil Creek Communitv Park 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. Rev 10/20/07 Section 00650 Page 1 informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev 10/20/07 Section 00020 Page 2 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 By. Title: ATTEST: Secretary STATE OF COLORADO ) ) ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 , by Witness my hand and official seal. My Commission Expires: Notary Public Rev 10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7025 Water Feature Renovation at Fossil Creek Community Park CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev 10/20/07 Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 r.� 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) DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION'.. Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number: ( Business telephone number: Colorado withholding tax account number: ' - Copies of�contract or agi^eement.pages(1) identtfying.the contracting parties EXEMPTION :IN:FORMATION, and._.(z),coritainingsignatures of`66ntracting parties `must be aftached 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 Section 00670 Page 2 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime- contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 SSECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS 0TWO-66'" -CONSTRUCTION CONTRACT These GENERAL CONDITIONS have btien d6veloped by using the STANDARD CENTRAL CONDITIONS - OF TFM''CONS'MUCTION CONTRK.-T prepared by. the Digificus,Joint Contract _Docqrncnm Comfiiittcc, PUCDC'No, 1,910-8 (199 ()*Edition ).as a hase, - Qhanges to that doementare shown by un ' derlining testthathas been added and sixikin,g through text that.hasb"n deletiid. E,JCDC GI NE,,RAL CONDITIONS1910-8 (1990 EDITION) WITH c1l'y Or' FOR'l, COLLINS; MODIFICA-140, NS (REV 9/99) article or p ra.grnph Number &Titk DEFINITIONS TABLE. OF CONTENTS OF GENERAL CONDITIONS' Page -Article or Paragraph Number Murnber & Title 1. 1. Addenda. ........... :1 1.2 Agreement..., ...................................... :1 1.3 Application for Payment,.,..... ........ 1 A Asbcstos 1.5 Bid 1.6 Bidding Documents ...... .......... ...... 117 Bidding Requirements ...... 1.8 BoncL 1,9 Change Drdcr._ ............. ................ I 1.10 Contract Documents—. ...... ........ .1.11 Contract Price,_: ......... ......... I.12 Contract Times ............ 1.13 CONTRACTOR, ................ ­ .............. 1 1:14 defective ...................... ...................... 1 1.15 Drawings L-16 Effective Date of the Agreement,., „_,,,_�l .1:17 ENIGINTEER .................. ...................... 1 1.18 13- NG INEE R!s Consultant 1 119 Field Carder,:,::,.....: ......... ------- 1:20 General -Re qvirenients I ........ ............... Hh'7ardixLs Waste 1.22.a Laws and Regulations; Laws.o.r I.21b Legal Holidays..........:. 1-23 Liens ................ ...... ...... 1.24 : Milestone Notice.of Award._:... 2 1.26 Notice to 11r6cced 2 1.27 OWNER 1.28 Partial -Utilization ...... .......... ------ 1.29 PCBs ................ 1-30 1-31 Project .............. L 32. a Radioactive Materin] .......... .......... L 32. h Regular kVorking Hours ,_,:1 1.33 Resident Prqject7RepfcsenUti_Ve. 1.34 Samples ..... .................... ................... 2 1.35 Shop Drawings- ................. ................... T. 1.36 SiNcifications... ............ 1 _3 7 Subcontractor ......................... ............ 1.33 Substantial Completion, 1.39 ,,,,,,, Supplementary Conditions ... I .... I ........... 1.40 Supplier..::--..:1: 1 Al 1 ....... Underground Facilities,__, ... '�23 1.42 Unit Price Work ............. ........ '3 1.43 Work 3 1.44 Work Change Directive_....... ....:._.....3 1.45 Written page Number 2-1 Delivery of Bonds. ..... Copies ofDocuments ....................... 3 2.3 Commencement ol"Contract Times; Notice to Proceed.,,,_,_„-„_ ................ 2.4 -Starting the Work... ... I ...... 25-2.7 More Starting Cortstructiow CONTRACTOR's Responsibility to Report-, Preliminary ' Schediles; Delivery of Cenificates.,of Insurance..,:.,,, . ...... ..... _., ......:...3-4 18 Precoristruction Conference 2,9 ffiitially Acceptable S6edules, ...... 3.. CON ACT DOCTZENITS' INTENT. AIMENDING, RHUSF...__ .......... ____ .......... _.4 11-3.2 Intent.---- .................. 4 3:3 Reference'to Standards and Speci- fications offechnic al Swelies-, Reporting anti Resolving Dis- crep"I tic ics ........... ..... 4-5 14 Intent of, Certain 'rerms or Adjectives ................ ......... ....... 1i Amending Contract Docun ents 16, Supplementing Contract Documents 3.7 Reuse of Documents;. ........ ........ ...... )'• 4_ AVAJLARIJIJTY OF. LANDS - SUBSURFACE AND PHYSICAL CONDITIONS, REFERENCE POINTS ............ *** ........... 4.1 Availability of Lands., ....... 5.6 4-2 Subsurface and Physical Conditions., ...... I.: ............ ............ 6 4 _22. I Reports and Drawings, ........ ...... 4.2,2. Limited Reliance by CONTRAC- TOR Authorized, Tdhnical Data 6 4.2.3 Notice of Differing Subsurface. or Physical Conditions. ................... 4.14 F NIG!"INTFERs Rcvi`ew, 2-. 5, Possible Contract Document - Change ......... I .... ............ 6 4.26 Possible PHye and Times Adjustments ............................ )-7 +3 Physical Conditions' -Underground Facilities 7' 43.1 -Shown or Indicated........,.. 4.3.2 Not Shown or Indicated_._. 7 4.4 Reference Points 7 CJCW CENULAL CONDITIONS:1910-3 (1990 EDITION) W/ &TY OF Fvwr clot,i.mls MOURCAVON'S (FTV 9/91) Arficic'or Paraltraph INEte Article or Paragraph [,.age Number-&-'ritle Num*r Number &Title. Nuffi her 4,5 -Asbestos, PCBs,Petr0ICUM, Hazardous Waste or Radioactiw Material7-8 5, BONDS AND INSURANCE ............. .......... I ........ 1-5.12 Performance, Payment and Other Bonds-..., ....... .................................. S 53 Licensed Sureties and Insurers: Certificates of Insurance .................... ... 8 -5. 4 CONTRA(�.70R's Liability Ifisurance ......................................... : 9 4;.5 OWN'ER's Liability 5:6 Property Insurance,,.,... i.7 Boiler and Machinery or Addi- tional Property lnsurance ................. 10 3.8 Notice of Cancellation PrcAision.._.... 10 5,9 CONTTRACTOR!s Responsibility - for Deductible Amounts....................10 Other Special Insurance..,. .......... ....... 10 5A 1 Waiver of Rights.- 5, 12-5. 13 Receipt and Application of Insurance Proceeds. 10-11 31.14 Acceptance of Rbnds and In.1;L1_ ,ince, Qption to Repli*co___:___) 1 5.15 PertiHI UtilizaLion--Property Insurance It 0, CONTI? ACTOR!; RESKM)l BI 1.111 HS _ .............. 11 6,l-6.-!_' 'Supervision and Superintendence,,,,,,, 11 63-6.5 Labor, Maiceials.and Equipment— I 1 -12 6.6 Progress Scheduld .................. ..._.I? 6_7 Substitutes and "Or -'Equal" Items-. Q0_N1TRAC,TOR!s Experisq, Substitute Construction T\,Iethods or Pr6eedures, FNGINEER's Fvaluition,_, ---------- 12-13 6.8-6.11 'Concerning Subcontractors. Suppliers,an.d Others. Waiver or Rights . ........................ j3-14 6A 2 Patent'Fees and Royalties ....................14 6.13 Permits.-- ....... ...................... .......... 14 6.14 Laws and Reculations _14 615. Taxes .......... ................ 14-15, & 'Use of Premises 15 6,17 Site Cleanliness..,,.. . . . . � 4; . . 1 - 18 - Safe Structural Loading ...................... 16 6.19 Record Documents:.,::...-. _ ............ J5 6,20 Safety and 6.21 Safety Representative,,,,,,,,,;,,,;,,, 6.1-2 Hazard Communication Programs.. ­ 1.6 6.23 Emergencies ............................ I ........ 16 624 Shop Drawings and Samples: ....... 16 Rn 6:25 , Submittai.Proceedures-. CON_ TRACTORs Review Prior to Shop Drawing or Sample Submlital._ ..................... 6.26 Shop Drawihg..g_ Sample,Subm it-, t66- Revi.eNv by ENGUNEER ..... 16-17 6.27 Responsibility for, Variatims From Contract Docurn enLj_,, 7 6.28' Related Work Performed Prior to.ENGINE'Ek's Revi6v and Approval of'Rcquired Submittuls.:_.... 17 6.29 Continuing the Work 17 6.30 c6­4TRACTOR!s General Warranty and Guarantee , 17 6,31-6.33 Indemnification 17-18 G34 Survival of ON igat ioris_ 7. On - 1ER WORK11 ................ I ........ 15 7.1-7,3 Related Work at Site. .-18 7.4 Coordination.... 8;. OWNFRS RFSTk-)N,9FBIL_ITIFS.: ................ 18 :8;,) C,brnmunications to,CON- TR-ACTOR., ........... ......... .8.2 Replacement of EN40MER 13 .9.3 rurnish Data andPay Promptly wien Due., ....... ........ ...... I's 9.4 Lands -and Easements- Reports and 1:dsts. 8.5 Insurance .. . ........................ 19 8.6 Change 18.7 Inspections, Testsand Appf.ovals .......... 19 8.8: Stop or Suspend Work,. , Services'... 19 14.9 Limitations on OWNER'S ReFpomibilities ............... ....... 19 U0 Asbestos, PCBs, petroleum, Hazardous Waste or Radioactive Niilaterial...­..... 8.rl Evidence of F inapcii 1, Nrrangements '9. ENGINEERS STATUS DUTRMTG CONSTRUCTION .... ............ ........ ........... _1 9 9.1 (AVINER's Representative__ ,_,;__19 9.2, Visits to Site: ....... ­;­:­:­­­:­1. 19 9_3 Project Ripresentative. .......... 19-21 ).4 Clari ri cations and Interpre- tations., ....................................... 9_5: Authorized Variations in V6rk ......... 21 EJCDC�Mf�hl(Af. CONDITIONS iqio-w(iqqoLDi;noN) .wl CITY OF FORT,COLLMM, ktomncXroms 4.Arw 9199), Article or Paragraph Page. Article or Paragraph ["age Number 8-Title Number NumfxP 8L'I*itic Num her 9A Rej(;cting Dqcfiife'Work ­­, -, 1, ",; - - .:21 J.79.0 Shop Drawiii . gs,h Change Orders and.Payments ..... ........................ :21 9.10 Determinatims, for Unit prices 9.111-9-12 Pecisioms on Disputes. EtIJCjl- NEERas Initial Interpreter 9­13 ........... Limitations on ENG NEE IZ!A AuLhoi,itj• and :CHANGES'IN ......................... I ...... 10.1 OW'NER's Ordered Changc ........ -D. 14'. 10.2 Claim f6r Adjustment_ 1 (13, Work'Not [ZcqLiired by Contract .Documents.,., .................................. 23 10.4 Change ....... 23 10.5 Notification of Suret CHASNOP OF CONTRAUf PRICE . ............ ......... 2AI Contract Price, Claim f6r AdjusLin ent. Viihie of 'tile WL)rk._.-, 23-24 Cost of the Work ........................... 24-25 1 ' L5 Exclwqions-to-Cost of the Work .......... 25 11.6 Fee­­­:­.-.­­­.35 111.7 Cost -26 11.8 Cash AlloWances ...............................26 11,9 Unit Price Work.........._................­-,2G Cflb\?\TGE OF C0NTR,,\CVTIT%1ES ............................X, 12.1 Claim for Adjustment...,.......... �216 12.2 Time of the Essence ")6 1-7.3 Delays Beyond CONTRACTORs Control-,--- �­ ........ 12.4 Delays-,Pevond OWNFER�s-and CONTRACTORs Control .......... � 7 TESTS AND NSPECTIC)NIS: CORRECTION. REMOVAL OR ACCEPTANCE.OF' DET-EC771,E, WORK ................... .............................. 11.1, Ntiticcof Defects '7 13.2 Access to.the Work 13.3 'Tests acid , Insocctions, CONIM,kCTORs Cooperation,,.,,,,,, 27 13.4 OWNEK!s Respiumilailities. Independent Testing Labor tory­­..27 13:55 CONT RACTORs Responsibilities,-,.,,,,, ...................... 17 1.3.6-13.7 Cove , ring Work Prior to, Inspec- tion. Testing or Approval,_..,_„_,, .,­27 13:8-13:9 Uncovering XVorlc at ENGI- NEER's Request.. ..... ............. 27-2.8 0110 OkVINTER N1qy,Stop:thc Work ........... 28 1311 Correction or Removal of Defective Work ........................ :..'28 1312 Coffection.Period -)8 13,13, Acceptance ofDq&chiFe Wark..­­,28 1114 OWNER May Correct Defective 28-29 PAYMENTS *170 CONTRACTOR.AN'D COMPLETION 14.1 Schedule of Values lel 14:2 Application for Progress Payin ent ..................................... 29 14.3 CONT IZAC TOWs Warrantv of -Title .................................. ­ ..... . 7-9 1-4A-1:4,7' Review of Applications. for :Progress Payments;,,,,,,,, ,,,,,, �29-30 'I 4. 8- 14,9 Substantial Completion.,----, 30 14.10 Partial Utilization ....... ............. 30-'311 14.11 Final inspection ... ....... 31 14. 12: Final Application for Payment ...... 14.13-14.14 Final Payment and Acceptance­­.311 14,15 WHiVer Of Claims - '31-321. 15. SUSPUINSIONCFWORT: A?'-11) TERMINATION 3.2 1151 OWNER May Suspend Work .......... 32' 15:2- 15.4 OW-NER N43y'rcrminate­ 3 Jl I.i. r CONTRACTOR May Stop Work or Terminate..,,-, ­­­,.32-33 16 DISPUTE RFSOLMON ... ........... ....... 33 17- 1\41SCELLANTEOUS .... ­-,­­7­,:­­:. ........ ...... .33 17.1 Giving Notice,_:..;..:;:,. •------- 33 I7T2 Computation of Times .................. 173 Noticeof Claim 17A Cumulative Remedies :... ............... 17.5 Professional Fees, and.Court Costs'I'ncluded ................. ............. 33 13,6 Applicable,State La}vs ............... .33-34, Intentionally- tdt blank ....... 1­­1 ............ EXHIBIT GC -A: (Optional) Dispute Resolution Agreement... .................. QC -AI 16.1-16.6 , Arbitration_..... 16.3 'Niediation,­ 1V CJCDC (ILNUMAL CONDI'amsigio-s (i5i90 wn-tom .WfaTY OF FORT (:oi.tx\;s,,\,iobrncA-m*s (kr.v,)/q)J SECTION 00100 INSTRUCTIONS TO BIDDERS INDFX TO "GENERAL CONDITIONS City -of Fort Collins modifications to the,General Co0itions.ofthe Construction C ontract are not sho%,,m in this index. Article or Paragraph. Number Acceptance of — Bonds and Insurance.::..........: ............ ...... 5J4 !defecfiv,, Work--.. ..................... 10-4. 1. '13.5; 13:13 final.payment ......... ­­ ........... ...... 14,15 14 other Work. by CONTRACTOR..._......._ ....... ).3 Substitutes and "Or -Equal" Items I - Work by OWNTER ...................... ......... ;3, 6.30i.6.34 Access to -the -- Lands, OWNER and CONTRACTOR responsibilities-, .site, related Work.,.-.,:,.:.. ...... ...... ... 72 Work . ..........................................13.2. 13,14, 14.9 Acts or Om fissions--, Acts and Om issions-- CONTRAC-l'OR ­6*9.1; 9,113 ENGINUR ................... .............. : ....... F:20, 9:13.3 OWNER .............. ­­ ................. ; ....... �. 20. 8.9 E­ Addenda --definition o (also see definition. of Specifications) ...... fl,6, 1.10, 6.19), 1.1 Additional Property insurances;;,,,,,,,,,,, I ........ .......... 40 Adjustment*s=- Contract Price or Contract Times--,---- 1.5.3.5. 4.1. 43.22, 4.5.2. ...... i:...T�-.-:�,--,. 4-5.'3, 9-4, 9,5t 10.2-10,4­ ...................... ­ ........ 15-1 progress schedule ...... ­ ...................... ........ 6 Aercement-- definition of............................:.........................12 "Ali -Risk" Insurance. policy fdr-m ...................... ..... $A2 Allowances. Ca " sh ..................................................... i It -8 Amending Contract Documents... 15 Atti.endiii,crit. Written -- in general...... ....... J; 10, 1.45; 3.5, -.- I Oi 5. 12i 6.6.2 .......................... (); 8,2, 6; 19, 10.1., 10.4; 11.2 ­ ............. :..— :��12­lj 13.12.2, 14.7.2 Appeal, O%VNIEior CON-TRACEa .intent to, .................. 9.11. 10A, 16,.2, 16.5 Application for-Payment7- definition of.' ........ ..... t ....... 11 .............. t ........ : .... J.3 : ENCTI-i'MERs Responsibility ................................. 9wq final payment .......... 9,13.4, 9,13-5, 14. 12-.14-15 in general ......... ....... 87 2.9,� -5.6.4, 9, 1,04, 15.5 progress payr"nk .... I ­... ..... 4.1-14.7 review of. ­... ......... ....... 14-4-14t7 Arbitration...... ........................................... Asbestos -- claims pursuant thereto...,,___.__..;....._..._. '. 5.2. 4. i;.3 CONURACTOR, authorized -to stop Work — definition of.. ............ I ........ I ..................... Article or Paragraph Number, .OWNER responsibility for ..,,.- ........... ­1 ....... 4.5.1, 9­10 possible price and times,changq, ............ ..... 4.5.2 Authorized Variations in Works,,, ..... 3,6, U5. 617, 9.5 Avviilability of Lands......._._................................. 4. 1. 8A Award, Notice ...... 1­­ ............. M, 1 .24; Before Starting Construction.......- ....................... 2. 5-2. 8 Bid --definition of .......................1.5 (- 1, 1 I (, 2.3, 3.3, ­­­­­­-­4.2.6A, 6.13, 11,43, 11.9.1) Bidding Dociiments—definition Bidding Requirements --definition Of ............. ........................ 7 (1.1, 4. 16;2) Bonds - acceptance of .............. .................... ........ additional bonds ........ ..................... 16. 51, I 1. 4.5; 9, Cost of the Work I LiA definition of. delivery of 1, 5. final Application for Nyment ......... general ............................. ......... 1. 10, J: 1 -5. 3, 5.13, 9.13* 10.5. 14.7:6 Performance, Pa)qnent and Other...... ...... S; 1 -5.2 Bonds and Insurance --in general ... ......... ........ Builder's risk "all-risk" policy form .... ...... C ancellation,13rovisions, Insurance,­,­5.4. 11, 5.8,.5.15 ,Cash Allowances...................................................111.8 ,Certificate of Substantial C6ftiple-tion ......... 138, 63113. ..................................................14.8, LA 10 Certificates of Inspection., -- ,. ­.. , ,, :9.114, 13.5, 14.12 Certificates.of Insurance-- ....... ...... 5A 4, 9.1.3.4, 14.12 Change in Contract Price— Cash Allowances..,.: ...... 1.8 claim for price adjustment ............. 4.1, 426, 4.5. 5.15; 6.9.2; 9.4 ......... 9­5. 9.11, 10.2, 10.5; 1.1.2, 13,9�; ............ ........... 13.13,.13.14i 143. 15; 1, 15.5 CONTRACTOIZ's fee ...................................... ­11,6 Cost of the Work general..........:: .................................. J L.4711.7 Exclusions 1.5 'Cost Records 13 in general .............. 1.19, 1,44, 9,111, 10,4.2; 1f)-4,3- 11. Lump Sum Pricing ...... I:— I ........... ................... 1 E-12 : Notification ,of -Surety...-- .............. Scopeof............ Testing and Inspection, Uncovering the, Work .............. ................... 13,.9 EJC.DC GENUtAL CONDITIONS 1910.8 (1990 LDITION) w/ ctTru FoR-T.cot.um, mor)tF1C;Xno,4s i:RF.vqt,),)) Unit Price.Mork,_..... 1-9 .Article or Paragraph -Num ber Value of kVork ...................................... ........... j 13 Change in Contfact Times -- Claim r6r times qdjustment._.._p, 1; 4.216.. 4-5; 5.15, 9.4. 9,5..9,11. 10..2. 10 '.5. 1211. 13.9. 13.13, 1114, NJ 1-5.1- 15,5 Contractual time limits ........ ......... .. :12:2 Delpy- beyond CONTRACTOWs control...... ........ ....... _ ..................... ........ 12.3 Delays. beyond OWNFR'sand CONT RACTOR!s contro 1 2.4 Noti ficati on ofsurety, , Scope of change ........................................ 10.3-10.4 Change Orders- Acceptance,ot'Defective \Vork .... ------- _13.13 Amending Contract DocurneriLs I ... ­ .................. 3. Cash Allowances.,.................. 'Change of Contract Price ...................... Chance of Contract Changes in the Work,._, .............. -------- ........ 10 CONTRACTOR's fee .................... ............... 11.6 Cost of the Work.,....,..._ ..................... ...... 11.4-11.7 Cost Records_ ....... ........ ...... 11:7 definition of,, ........... emergencies ........................................ .......... ENZG[NEERs responsibility ........ 9.9. 10.4. 11.2, 12,1 executionof ......................................................NA Iridemnifiction ............. ........... G. 12, 6.16, 6,31.6,13 3 Insurance, Bonds and 5,10,5_13, W.5 OWNER may terminate ..................... A.5.2- 1 5;A OWiNTERs .,$,6: 10.4 Physical Conditions - Subsurface and 4, Underground Facilities-- lities ..... I ..... 4.12, Record Documents Scope of Change...__...... Substitutes 6X2 Unit Price Work 11.9 value of Work-, covered by...., ............................ 11.3 Changes in the Work_. -- Notification of surety, ............. ........... _ ............ I Q� 5 OWNERS and CONTRACTORs 10.4 Right- to an Scope of change ...... ........ I ........................ I o;3-10.4 Claims-- against,CONT RA( -['OR,-. 6.16 against ENGNTEER, ___:_6.32 against OWNER ............. .......... ................... 6.32 Change of Contract Price' 9.4, 11, Change of Coritract Tinter,,,,,,,,,,,,,,,,,,,,,,,,, 9,4, 111 COTNTRACTOR!s ...... ....... 4. 7.1, 9A,.M; 9.11; 10:-1 ....................... 11,9, 12.1, 13;9-, 14;8; .......... ................15.1..15.5. 173 47 CONTRACTOk's ............. _­_'l 1.6 Article or Paragraph Number CONTPACTORs liability .......... :5.4, 6.121 6.16, 6.31 Cost of the Work 11.4, 11 5 Decisions on Disputes ....... ....................... 9.11.9,12 Dispute Resolution ............................................16.1 ,Dispute Resolution Agreement. _ ..... ­1 ........ 16:1-16.6 ENGINEE-Ras initial interpretoi� Lump'Sum Pricute ........... L 12 Noticeof... ­ .................... ....................... 1.7.3 OMNER's .................... 9A 9.5, 9.11, 10.2, 11.7, I L 9 12.1, 119. 13:13. 13.14, 17.3 owINE IZ s- liability..., .............. . .. 5.5 ; OWNER may refuse to make payment .................. 14.7 Professional Fees and Court Costs Included___, ...... !­: ------ "'* ............. j 7_5 1.­­ request lor-Tormal decision o6_ ......................... 9,11 Substitute Items— ... 6. 7,1,2 Time Extension . tion .." ......... 12A I ............... Time requiremenLs,:,,,.,,,,,,,.,,.,,,,,..,,,,,...,,:,9.11. 12.1 Unit Price Work .......... 11. 9:3; Value of Waiver of: -on Final Payment, ................. 14.14, 14.15 Work Change �written notice required, 12, 1 Clarifications and Interpretations,,,,,,,,.,: 9.4. 9a1 Clean Site 17 Codes orTechnical Society, Organization orikssociation .................................................. 3.3-3: Commencement.cf0ontr,.ict*rime.s. 13, Communications -- general ........ 6:92.8.1 Llizird Communication Programs_:,:,:,;:,:_,. Completion -- Final Application for Payment .......................... 14, 13 Final Inspection._. ............... ... ...... ,:;. ... 14,11 Final Payment and Acceptance,, .... ­J 4.13L 14.14 Partial Utilization;,,,.,.:,,,,,,,,,,,,,, ,, I I ........ I ....... ­14.10 Substantial Completion„.................... 1.38. 14.8-14.9 Waiver of Claims ............. .............................. j 4.15 Computation -of Tim es._:..__...---- .... 17.11- 1 T-21 2 .Concerning Subcontractors, Suppliers and Others .................................................. 6.5-6. I I Conferences -- initially acceptable schedules,.... -'_9 preconstruction.......................................... .8 Conflict, Error, Ambiguity Discrepancy_ CONTRACTOR to Report..._....... __2.5, 33.2 Construction, before starting by CQNTRACI'(.)R_. .......... .............................. 2.5-2.7 Construction Machinery, Equipment, etc,,,,,,,,,,,,,,,,,, 6. . .4 Continuing the Work ......................................6.29, 10.4 Contract Documents -- Amending... .................. ............................... : '13onds . . ............ 5A EJCDC G&NOCAL CONDITION3.1910-8 (1940 [INT1074) W CITY OF FORT COTIMMMODIFICAMN'S (UV 91991 Cash Allowances 11.8 Article or.Paragraph Number Change, of Contract Price . ................................... I I Chafigcof Contract T imes 12 Changes in the Woik ................................. 10.4-10.5 check and verify........,.... ............ ...................... 15 Clarifications and Interpretations " 3A 9A 9.11 definition of 10 ENGINEER as initial interpreter of ....... ......... ... 9,11 F.N('T[NFF.k as OVVNFR's representative, ............. 9.1 generaB Insurance ...... - 513 Intent .............. I ............ 3.1-14 minor variat ions.in the Work .................... :OWNHWs responsibility to furnish data.,__,__­_._,_8.3 011,TER!§ responsibility to make prom.pt paym ent.. . .......... ............ 83; 14.41, 14-13 precedence .. - I ........... ...................... ­ ...... 3. 1, 33.3, Record Documents :..6.19 Reference to Standards and Specifications of technical. Societies ........... I ............. I .......... 3.3 Related Work, .................................................... 7,21 Reporting and Resolving Discrepincies_,,__2.5; 3.3 Reuse of 17 Supplementing ......................................... ........ 3.0 Termination ofENGRNEERs Employment ... ...... 8:2 Unit Price Work ...............................................11.9 variations .............. ........................... 3.6, 6.23, 617 Visits to Site,. FNG1 IJFER!s.. ................. 91 Contract Price -- adjustment 0(­'.,__. ,__3.51. 4.1.9.4. 10.1 11 11.3 Changqof `___ ........ 1.121--,-:---.:,:-1-_----..-..,...:ll.- A I Decision on Disputes ....... ................................ 19; 11 definition,.)f......................................................1. Contract Tinies=- adj Listrit ent or .......................... �33.5. 4.1. 9.4. 10.3. 12 Change of '**"** *"'"**"* ............ ­­ ....... * ...... 12.1-12.4 Commencement of ........................................... _23 definition of ........ I., .............. CONTRA_CtOR- Acceptancc of Insurance...................................5,14 Comm unications..... ....... ................... -.6. 2..6;9.2 Continue Work, .......... -------- ..................... 6.29. 10.4 coordination and scheduling,,,,,,,;,,,,,,,,,;;-__, 9.2 definition of ...................................................... 1,13 Limited Reliance on Technical bati Authorized_,__-, ...... ........... 4. 2. -2 May Stop Work or 'rerin inate__ ......... I ' 5.5 provide site access -to other-- "' * ..................... 7 ' 2, 13t2 Safety and Protection ................... 4.3. L2, 6-16, 6-18, .... - I .............. ............... 6.21-6,23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Subm i tia I ........................................ 6z25 vii Stoli Work.requirements-, ......... I ...... :2 CON:I'R.A(,'rOR's- Article or Paragraph .Number Compensation......- ...... Continuing ON igation .... ........ ........ Defective Work............. ................... 9.6. 13; 10- 13:14 Duty to correct defective Work„ ..................... _.-.13_11 Duty to Report -- Changes 'in the kVorL caused by Enicrgency........ ............. __ ........... __ .6.23 Defects in Work of Others ....................:..........7.3 Differing conditions._ 4.213 Discrepancy in Documents _2.5, 3-3:2. 6.14.2. Underground Facilities not.indicated, .......... 4.3.2 Emergencies........::......................I.:... - - 11 4.... ­.... 0' 2 3 Equipment and Machincry Rental, Cast or the Work ... ......... ... 0.4 ...... F ee--Cost PILLS.. 1:4.5_61 11.5: 1, 11-6 General \Va­rranty and Guarantee -_ ....... 0... _10 Hazard Communication Programs,,.,,,_ z .......... - .... __ 6.22 - Indemnification_._.......___- -------- 6. 12. 6- 1 (5-, 631-6.33 Inspection of the Work ..... ........... I ......... 7.3, 13.4 Labor, Materials and Fquipment ... ; .... ............ (), 3 -6. 3 Layvsand Regulation-, Compliance by___:;1,.,6. 14. 1. Liability Insurance.,-,--, ....... ­ ......... "'; " M , ­ - - SA: Notice of Intent to Appeal .........................).16. 10.4 obligation to perform and complete theWotk ........................... ........ ......... 6.30 Patent Fees and Royalties, paid for by,,,,,,,,,,,,,,,, 6:12 Performance and Other Bonds I .... ­­­­ ................ 5,1 Permits.. obtained and paid for by .......... ;0.13 Progress Schedule_ ...... 2-6. 2. 8. 9: 6.6. ...... ...... �6_29, 10A, Request for formal decisionon disputes... ............. 91.1 R�spofisibilities­ Changes in the Work.---.---.----_-- ....... I(M Concerning Subcontractors. Suppliers and Others ; 6-4-6.11 .Continuing the Work .... ........... -.6.29. 10.4 CONTRA.CTOR's expense ....... .................... (,; 7. 1 CONTFLACTOR!s General Warrantv and Otiarantce..._., CONTRACTORs review prior to Shop Drawing or Sample submittal ...... ...... .... 6:25 Coordination or Work-, 7__ 69,2 Emergencies .............................................. .. 6. L1 E.N,GH';E-ERs evaluation,..S,bst1tu1eS or "Or -Equal" ------------------ - For Acts and Omissions. of Others.............................6.9_L60.2, 9J3 for deductible amounts, insurance .... ............... 5.9 general .........................................6, 7.2; 7.3, 8.9 hazardous Communication Programs..._-_--_ 6. Indemnification ................................... 6.31-6,33 EJt70C. GUNIat-AL CONDITIONS 1910 .9'(1990 EM-nom w/ E ITY GF FORT Labor, NIatcrials and Rquipment;__ ........ t'.34 5 Laws and Liability'.LnsLirance.....IZ.--'.���':.,.I ... z:;._, .5A .article or Paragraph Number Notice or variation from contract. Doc.um en, LS .......................... ............... 6. 217 Patent Fees and Royalties .... ............ _,; ........ 6.12 Progress, Schedule. ... ........... Rccord,I)ocuments.__. ........... ....... ....... 6,10 Mated Work. performed prio.r- to ENGINEERs approval of,requ.ired subm ­.6.28' .safe structural loudin.-.-, .......... 6.1.8 Safety and Protection_ .... 7.2z 13.2 Safety Representative-,,-,-.-, ........ ____ ___6.21 Scheduling the Work ......... .; ........ .; ......... ... 6;0,2 ,shop Drawings an&Samples....................... �6.24 Shop -Drawings and Samples.Review by ENIG IINTE ER __ z_., 7 .... 6.26 Site Cleanliness,.... ...... 6. 17' Submittal Procedures 6.-25 ,Substitute Construction NfeLho&9 and Prodedures... .......... Substitutes and "Cif -Equal" Items Supe6ritendene4............................................6.2. Supervision ...... Survival of Obligations., ............. ................ 6.34 Taxes.......................... ............................... ()A5 Tests-andI'Mpections., ........ i_I­_II­I.­I___..I 13-5 To Roport_,­ . ...... Use of Premises 6:30.2.4. Review Prior to.Shop Driwin&& Sample Sul-imittal .. ....... I ............ Right.to adjustment f or changes in the Wijrk ..... 10:2 eight to claim-., ... .. 6._­4, 7.1, 9.4, 9. 5, 9A 1, 10, 24 1. -2. 111.9, 12. L 13.9, 14.8. 15. 1, '15.51 17:3 Safety and Protection ................. 6.20-6.22: 7.2, 112 Safety Representative ........................................6.21 Shop Drawings and Samples Submittals­..6;24-6,'28 SpecialCorisultants.,_., IIA4 Substitute Coristructio6 Methods and Procedures., 6,7 Substitutes and "Of -Equal" Items, Expense:.. -- ,_......... ­­­ ............. 6.7. 1. 6.7.2 ,Subcontractors, Suppliers and OLher.j:__... &S-6. I I Supervision and Super inte ridence ........ 10,1, 6.2, 6.21 Taxes, ............... .... __ ........ Ii 15 Use ofVreriiises _­_16.16-6. 18 Warranties and guarantees..._,..,., ...... 6.30 Warranty of'ritle. Written Notice Requ ]red-- CONTR.AC-TOR stop Work or terminate ........ 15.5 Reports of Differing Subsurface and Physical Conditions ..................... _A,13 Substantial Completion .......... ............... ..... 14.8 viii .............. ,7 Contractual Liabilitv Insurance Contractual -Time Limit Article cle or Paragraph \Num boor. Coordination- CO&TRACMR!s responsibility ........................ §.9.2* Copies of Documents...,..... ...................................... II Corfection Period .____ 1112 Correction. Removal or Acceptance oCDqfe�7tive Work--- in generalieral ...... _ .......................... 10.4,1, 13.10-13.14 Acceptance,ofVe Correction or'Removal of Defective Work ................................. 6:30, 13.11 Correction Period - ... 13. 12 OWNER klay Correct Dq&ctive 13.14 QW`NERAI,1ay,Sto0 Work ...... ....... .... 13J0 CMt7- of Tests and Inspections....I., ..... ­­­ ............ .... 13 4 Records11.7 Cost of the.. Work- lionds•and insurance, additional ., ................. 11,4,5.9 Cash Discounts CONT.RACUOR's Fee L6 j L4.5.1 Exclusions tq ................................................... .j 1.5 General 114-11. 5 Home office and overhead expense Losses and damages . 1,4.5:6 (viaterials and equipment ............1.4-2 Minor expenscs 1.4.5.8 Payroll costs performed by Subcontractors 3 Records 11.7 Rentals of construction equipment and ma6hincry, .......... .............. IA: Royaltv . payments: permits and license fec!k 11.45.51 Site office -and temporary facilities.. . .............. Special Consultants, CONTRACTOR's ....... ..... 11.4,4 SupplemenEa I ................ j L4:5 Taxes related to the Tests and Inspection,.,,,,, I ...... .......... 13.4 Trade Discounts 1.42 Utilities. fuel and sanitary. facilities,_,..,,,, -4-5-7 Work after regular hours,,,,,,,,,,,,, ............. 11_4:1 Covering Work. _ 1. ........... ;I ..... .............. , 0.6-13.1 Cumulative Remedies,:,,,.-,, ...... . ­_­ ...... -17,4-171.5, Cutting, fitting and patching_., ... ... Data, to befurnished by QWW'R ...... I., ...................... 83 -Day--definition of� ............. .................................. j 7.2 2 Decisions on Disputcs............... _ .................... 9.11,0.12 tYe etive-definition of ............. 1, 14 de ective Work -- Acceptance of ...................................... 10AA. 13.13 LJ(,DCC.LNMALCONDI*rloNl5-1910-8(19§OrDii-toN) w?CITY t')FFOR'rcoi.L,m,'MODIFICA'nO,NS(RF.V9ii)) Co - rrecticri or Removal of,,,,,,,,,,, ....... 10,415 13-11 Correction 11criod ....... ........ in general..::,::::..:14.7, H.1 I Article or Paragraph Number Qb.Wrvatip.n by FNQ[NFhR ................................ 9.2 OWNER MayStop Work ................................. 13.10 Prompt INaii.pe of Defecis:...... ............................ 13.1 Rejecting_ .......... Uncovering the Work_ . ................................... Definitions Delays ................... I ...... 4.1. 6.229, f2.3-12.4 Delivery of Bonds.., ......................... ............ I Delivery of certificates of -insurance .. I- 7T, 2,7 Determ inations for Unit, Prices ................................. 9.10 Differing Subsurface or Physical Conditions— Notice ENCHNEERS Review .......... ............................ 4,2.4 Possible Contract Documentq Change: . ................. 4.2. 5 Possible Price and Times Adjustment;, ....... _4.2.6 DiscrepanciesmReporting and Resolving_ 112 (k 14,2 (dispute Resolution -- Agreement ........................ 6, 1- 16. ti .,\rbitr.qtl OR 6.1-16.5 generall, 6 11 di on Vfe ati ........................................................1.6.6 Dispute Resolution Agreement .......................... t6.1-16.6 Disputes, Decisions by ENGINEER ............ 9. 114,12 Docum ants-- Copic_q�Cot.,...........,................................... Record 6.19 Reuse of-_, J.7 Drawings -definition of j 15 Easements Effective date of AgrMii ent definition of ............ . j, 16 Emergencies. ...... 6213 ENGINEER -- as initial interpreter on disputes,,,,,,,,,,,,,,,, 9.11-9.12 definition of __ ......... ..................................... IA7 Limitations on authority and responsibilitic..5 ..... 9.13 Replacement of,:....._........ ...................... S.- Rciident ProjectRepresentative ................. I ENGFNEERs Consultant --.definition o.( .................. 1.18 ENGINEER's-- authority and responsibility, limitations on­­-.__9,l3 Authorized Wriations in the Work ...................... 0,5 Change Orders, responsibility- foE ...... :9.7, 10. 11, 12 Clarifications.and Interpretations, .... __.,_:3.6;3, 9.4 Decisions an Disputes..., .... cYq ctive Work; notice of ... t .......... I ................. E` AIUAtion of Substitute Items fj, 7.3 Liability ...................................................6.32, 9.12 Notice Work-- is ------ Observations ............................................ 6_-_30,22 9;2 OWNER's Repres:entitive 91.1 Payment-, to the CON'TRACTOR. 'Responsibility for,_____, ... ...... 9.9. 14 Recommendation 1413 Article or Nragraph 'Number Responsibilities --Limitations on ............... 9.11-9:13 Review of -Report,; on Differing Subsurface and Physical 'Shop Drawings -and'Sani ples. review ...... ............... ... 6.26 Status Turing C strOction-- iuthorized'variations-in the Work 9; 5, Clarifications and *fnterprCtRLion5..,,,,.,9.4 Decisions on Disputes„ ...................... �?; 11-9. 1-) Determinations on Unit Price.-...., HNGINEFR as Initial interpreter-:_-: ., 9.1-1-9.1-2 ENGTNFFR's'Responsibi I i ties ....... ......... P, 1,-9, 12 Limitations itations on ENGI t\TI-,6Rs Authority and Responsibilities...........,_ :OWNER!s Representative, ,.,_:,_ 9.1 Project Representative ................. :_,___,_.9'3 Rejecting Defective Work ........ ........... 9.6 'Shop Nawing:,;, Change Orders and Visits to Site Unit Nice determinations .................................9.10 Visits to Site...................................................... 9.2 Writ I teri,consenL required ............................ ­.7.2, 9.1 Equipment, Labor, Materials and ............... ........ 6.3-6, 5 Equipment rental._ Cost of the W6rk ....... ...... ­ ... 11-4.5-3 EcIuivalent Materials and Equipmenk., ...................... §,7 error or Evidence of Financial Arrangements--,,,..,.-, ...... 11 Explorations of physical conditions,,,,,,,,,,,,, ,,,,,,,,,,4:2.1 Fu, CONITRACTOR!s--Costs Plus: ........ j 1.6 Field Order - definition 19 issued by ENGINEER ...............................3.6.1. 9. _5 FinalApplication for Payment .......................... ._, 14.12 Final.Inspectiorl .................................. ............ 14.11 Final Payment -- and Acceptance.................................... 14..13-14:14 Prior to. for cash allovances 11.8 General Provisions... .......... ...... 173-17A. General Requirements -- definition o( ­J:20 principal references tQ ............. ',6, 6.4, 6.6-6.7_6.224 w. .1 Tl Guarantee -of fVork-by CONTI;U\CTOR Hazard Communication Program-s­­­­­ 6-22 Hazardous Waste -- definition of ..................................................... J.21 general .................................. !__ ------ OWNER's responsibility for ........ ........... ........... 8110 EJC.DC. GENI' RAL CONDITIONS.1910.3'(1990 tmrnON) wl COF FORT COLUMMODIFICATIONS, (REV 9199). Indemnification.., ................. 6: 12, 6.16, 631-6,33 1,nitial.ty Acceptable ......... ­­ ......... 2.9 Inspection-- Certificates­:.9113-4, 1315, 14.12 Final................. ..................................... 14,11 Article or Paragraph Number Special, required by ENGINEER ......................... 9.6 Tests and 13,3-13.4 Insurance - Acceptance of,,by OWNER,,,,,,,,,,,, .................... 5.14 Additional, required by changes in LheMork; .... ......... Before starting the Work 23 Bonds and --in general ....... ............ ............... It Cancellation Provisions...,.,.., ....... ... .... I I I ...... ­1 .... 5.8 ,Certificates of --------- ­­­­ 17. 5, 5.3. 5.4,11. 5.4.13, .............. 5.6.5, 5,8, 3,114, 9,13.4, 14,12 completed operations...,., ................ ­­­ ...... A.13 CONTRACTORs Liability.............. ...... i.4 CONTRACT OR!s objection to coverage, Contractual Liability ...... ................... 7 ........... 5A. 10 deductible amounts, CONITRACTOR's responsibility ................................................ 5,9 Final Application for Payment-.-., ...........14.12 Liunsed Insurers Notice requirements, materiii l,changes ... ­­5,8. 10.5 Option to Replace. ................................. ........... 5:14 other special insurancc5 ..................................... 5. 10 OWNER as fiduciary for insureds ........ 5: 12-ij 13 OWNER's Liability— ...... ............................ Ok\W,ER!s Responsibility :.... ........ I ...... .......... Partial Utilization, Property Insurance_.: .... t­­5.15 Property ................ Receipf and Application of insurance Proceeds, ............ .................. ............ Special Insurance---_-_ ....... ....... Waiver of Rights-,---, ....... 5.11 .Intent of Contract Documents .... ......................... 3;,1,-3..4 Interpretations and Clarificationp .............. ..... .3,6.3, 9A Investigations or physical conditions ........................ ­ Al Labor, iMaterials and Equipment,.-, ....................... 6,3-6j5 Lands -- and Easements.,.,...,..........................................9.4 Availability of ................................. ­ ------- I' i 4, Reports and Tests ...... ............ $.4 Laws and Rep gulations- Laws or Regulation,;-- BoncL . ............. 1- 5. 2 Changes in the Work-.... ....... Contract Documents CO'L,FrRA(*TOR!s Responsibilities, ........ 6.114 Correction PeriocL defective Work ..................... 13.12 Cost of the Work, ta-es ................................ 11. 4.'S , 4 definition of--...----._..._ ............ -- ...................... ji'22 gencrale).14 Indemnification Insurance ........................................... ......... ­5!3 Precedence 1. 31.3.3 Reference to,,,.,..;- ....... ;,­-;-­­-­­.3.3.1 Safety and Protection,--,, �­­...... !:6'220, 13.2 Subcontractors, Suppliers and Others,—. .... Article or Paragraph Number, Tests and Inspectioris... ................................ 13.5 use Visits to Site,_..,-_ --------- ....... ........... ......... 9-2 Liability Insurance— CONTRACT(, - ) 5. 4 OWNER'S.:... .............. ­.. ......... Licensed'Sureties and Irisurers­­­­­ 3, Liens= - Application for Progress Payment .................. .... 14.2 CON-1.'RACTOR's Warranty of I.itle ...... ........ 14.3 . Final Application for Payment, ...... 1 ............ 1. 4, 1 2 definition of I ;2 3 Waiver of Claints.,­­­... ... ....................... ­ 14. 11 5 Limitations on ENGMER's authority and responsibilities .......... -------------- -------------------- Limited Reliance by CONITRA(TFOR ,Authorized ...................................................... Maintenance and ()pernting lvlanuals­ Final Application for Payment ­­, .... :11­­­,":A.4.12 NManuals (of others) -- Precedence Reference to in Contract DoeumenL5 ................. ­33.1 TV[, aterials and equipment -- furnished by COM'RAcToR. ....... ................. ­..61 3 not incorporated in Wort;,._.....,,,,.,..................... 14.2' .Materials or. equipm ent--5qui va lent..., 7 N,lediation Milestones --definition of .......... ....... ........ '24 Computation of*ritbcs­.­� -------- Cumulative Remedies 7.4 Giving Notice ................................. .......... ....... 17.1 Notice of Claim ................................................. 17-3 Professional Fees and Court Costs, Included ......... 17.5 Multi -prime contracts . -- --- 7 Not Shown or Indicated,.........._ ........ ............ -4,3,7 Notice of -- Acceptability of Prgject­ .............. ........... 14,13. ANvard, def-inition'of -1 -2-5 Claim Defects, 13.1 Differing Subsurface or Physical Condifion.-­­A2.3 Giving --- t;­J.7.1 Tests and [nspection� ........................................13.3 Variation, Shop Drawing and Sample ................ G.27 Notice to Proceed-. definition of .............. ........... ........................... 126 Ming of 2.3 ............. I .................. ............................ EJCDC CENET-AL CONDITIONS-1910-8 (1990 LDITION) w( cTTY OF F.c.,R:r cou.mm MODIFICA170NN'S (REV 9ffj).) Notification to surety ............. ...... .......... Q*rvatilons, by F.NOINE'F,'R,-;-°---°:--,-,,::-..-:,,_:.6:30, 92 Occupancy of the Work,_- _ ......... ;5.45.-6.30.2.4.. 14.10 Omissions or acts byLCONTRACTOR,,._,,_,_, ot9. -13 9 Open Peril policy rorm, Insurance_.... ....................... S,6,2 Option to Replace ................................ ................... 1.14 Articic or Nfagraph LNUM lx-:r "Or Equal"' Items ........................... — ........... w ............ p.7 Other work 7 Overtime Work --prohibition of. 6.3 .......... . ()WINTER -- Acceptance of dqjLethpe.Work..........................13.13 appoint an ENGINE'ER. as fiduciary, ........ 7 ........ 12- -5- 13 Availability of Lands , responsibility ................... :L L definition of, .....................................................1.27 data, furnish.-_-. ...... ...... --.X3 May Correct Defective Work .... ......... I .......... 1,314 May reffise to make payment I . I ... -.. I ............ .... 1.4.7 ,fay Stop the Work ............. ............ .............. 13,10 \11lay Suspend Work, 'Tenninite.--l-, ...... 13.10, 15i1-15.4 Payment, make prompt ................... —U, 14A, 1413 perfirmanw of other work;,,,,,,,,,,,,,,,, I ....... ... ...... 7.1 permits and licenses, requirements,.___. ............. f.. 13 purchased insurance requirements..., ............ i.6--5; 10 Acceptance of -the Work .............................. 0.30.2, 5 Change Orders, oblig-360n to execute......,,,,, ..6, ,IUA Comm unications................................................8.1 Coordination of the. Work.--.. —1 ........................ 7-4 Disputes, request for -decision,,,,,,, ........ 9, I I Inspections, tests and approvals__ 13.4 Liability Insurance..::...::::..:::.:..:5: 5 Notice or Defects 13.1 Representative --During COrtSh-UCti0fl; F� NGINFIER!s Status— ----- ...... ----9.1 Responsibilities — Asbestos. PCBs. Petroleum., Hazardous, Waste or. Radioactive Nfaterial 8.10 Change Orders ..............................................8.6 Changes in the. Work..._:.-.__..,- ................. 10.1 communications ............ I ................ COINTRACTOR's responsibilities ......... 8. evidence or financial .arrangements..- .... ....... 8.11 inspection.-,, tests and approvals__...- 1 .7 4isurance ,lands and easements ......... 8.4 prompt payment by::._:._::.::_....... U replacement of EN1G[NFEER,,--,._-_, ....... ;._...$.2 reports,and tests, ............................... 1'4 stop or suspend Work ............. 131. 10, I.S. I terminate CONTRACTORs services 2 -8;8. 15,2 separate representative at site 11 .............. I ...... I ...... 9--) P -xi EJCDC CMN�2(-AL CONDITIONS 1910.8 (1990 LDMONI W/ CITY (JF.FQR--r co.i;i.rN-,,mor)IFICATT(-N.'3'(RA V 9199), Article or Paragraph .Num ber written notice required.: 7.1, 9.4. 9711, ...... ............ ..............I l ?; 11,9, 14:.7, I5,4 PCBs= - definition of ............................. °-:..._.. I._9 general..... .................. .....................................4.5 OWNER's responsibility for,,,,,,,,•_ ........... ,,,,...... 3.10 Partial Utilization-= definition gznera 16.3t),2.4, 14,10 Propertylnsurance .............. 5,15 Patent Fees and Royalties ............. ........................... Ga2 Payment Bonds....._.._......,..,..:,..,;,_,__.......:........:.1-5:' Payments, Recommendationof........ , 1'4.4-14.7, 14.13 Payments to CONTRACTOR.and Completion— Ap4?lication for ProgressPayments................. :...... 14:2 C ONl'RACMR's Warranty Final.Application for Payment ,,,;,,,,,,,,;,,,,,,,,,,,,j4,12 Final Inspection... • • •.........................................1-4;11 Final Payment and Acceptanc2................ 1.4.) 3-14. 14 general........ ; .,,.. .._... ,. 8.3' 14 Partial Utilization.................:.....----.--,.._......14.10 Retainage...........................................................,14.2: Review of j�pplications for Progress prompt payment.... .... ..,:.:.::,.,,.::::_::_:..:....::::.::,.:,$r3 Schedule of Values.14.1 Substantial "Completion ............. •.................14.8-14.9 Waiver of Claims.............................................14.15 when payments due. ................................ 14.4, 14.13 withholding,payinent,_,_,_.,. ............. .14.7 Pcrformanc:cl3onds,,,,,,,,,,, .... ? 1 5:2 Perm its I z I t ._. ', ... ,...... .�:13. Petroleum -- definition of,,,,,,,,,,,,,,, ............. J.:3t) general................ I .............................. • ...............45 OWNER's responsibility for..-, .... ........:......... 5.10 Physical Conditions— DrawingsCoC in or relating to ........................ 4.2.1_2 ENG[NF.F.R's review... ......... ; ...... ..................... 4.24 existing structures..:_:. ...... ...-°----------- .._....,_:..:,a•'.'' general 4.2.1,2....__..................... ............ ............. ,...._ Notice of Differing Subsurface or ...................... 4.23 Possible Contract Documents.Change.-,,, ....... --:4.4,5 Possible Price and Times Adjustments....__. ;4.2:6 Reports and Drawings .............. ......... .,:4.2.1 Subsurface and,.....:__..............................:...........a;g Subsurface C onditions 4:2. L l Technical .Data, Limited Reliance by tONTRACf(:)R Authorized,,,.•-•,.•,,,,,,,,,,,,, 1? 2 Underkround Facilities.: - general.........................................................:1.3 Not Shown or Protection of ......................................... 4.3, 6.30 Xh .Article or Paragraph Num her Shown or [ndicated ,.:.:::.-,:.:..>::. - 13.1 Technical Data,,., ........................................ 4.2.2 .Precgnstruction Confareneq.......................................IS Preliminary 1vlattcrs._--___,.,_ _ Prelim inary Schedules ,-,,;2,6 Premises, Use -of ............................. .............. 6.16-6.18 Price, Change of Contract..•.:.............,.,.,.,........,..._....I 1 Price, Contract --definition of,,,,; L 11 Progress Paymant, Applications fbK.... 1 3,2 Progress Payinent--retainagc,,,,_,_.. Progress schedule,. C ON14CAC1'OR's............ .G; 2.8, 1_,9, - ::...:..............._.,1 6.6, 6.29. 10.4. 15.2.1 .Project --definition of ............ .. _ :, , 1.31 .Project Representative-_ ENGINEER's Status. During Construction •..:,,...._,9.3 Project Representative, Resident --definition of 1.33 prompt payment.by OWNER ...................... .........3,3 Property Insurance-- Additional 7 general5.6-5.10 PartialtJtilization ._-__>_15; 14.102 receipt.and application.of proceeds...... 5.12-5.11 Protection, Safetvand.............................. [:20-ti.21, 13.2 Punch list Radioactive Material-- .deGntion of. ...................................................... 1.32 AzMer,614.5 OWNFR'sresponsibilityfor.... _...................... N.1U Recommendation -of Payment..................14.4, 14.5, 14,13 Record l)ocuments:............................_.........6.19, 14,17 Records, procedures for maintaining ........................., .5 Reference Points___.. .....:.:.._...:.__.. - Reference to Standards and'Specifications of Technical Societies ..................•„.• .„•,,,,,,-,., 3;3 Regulations, Laws and(or.) ......................................6.14 Rejecting Defective Work ........---9.6 Related Work -- atSite ................................... ...............7.1-7:3 Performed prior to -Shop Drawings and Samples submittals review ,,,,,,,,,,,,,,,,,,„6:28• Remedies, ctunulative,_-,....._..-....... -. . '17.4, 17.5 Removal or Correction ofUefective Wort 13,11 rental agreements. OWNER approval required,,..1.1.4.5,3 replacement of ENGli�cEER. by OWNER ...... ..........8.2 Reportine.and Resolving_ Discrepancies................................1 , 3.3.2;b.14,2 .Reports -- and Drawings_, .......... ............ and Tests, 04VNMs Resident and Project Representative -- definition of.....................................................1.33 provisionfor ............. :........................... ....................9-3 L'JCllC CC,NL-JLM- CON FI-10N5'1910-S (1990 EDITION) wl'CiTY OF FORT C0L1.rN's MODIFICATIOt3S (REV Article ormmstraph Resident Superintendent, CONTRACTOR-s­,., general -----.---...... « 0WNERI!s-inoon*mL.°.....~.,^~.^ ........ ~_t netu .........}4:l uvuscor"Docwne»ts,........... ----- ....... ---�J Review by Drawings .and Samples Prior toSubmittal, ____ ......... :6-2j Re%�iew of Applications for Safety- ^ndProuuim\. _~.,. ' �l�6.16v6481� _­,.,_.---- ..--- ,,,~..._u�20-oz|`r2,lsr g,000|___� ��zo��» .Re ,nnuw^,e. C(\rRAcToR!s ._______�:2l mamples­ chftOivnolf,^^^.—.^.~—.^......~—^..~....~J.34 general..................................................... �i24-«�8 Review hyC0N7MCT{Dl................................ 6.25 Review orawaVvxex.............................. 0.2ou related Work -----_----`'—��x submittal of ......___________.. 624.2 submittal. procedures, —............ — ................. �z� 'Schedule o[pn�n,�..^^._`~.^.^.1.az8-2.9. 6.1 ._,,^_~^.,.,___~��2Y i��/i1| o��u ��Drawing and Sample Submittal- _����x�y..�za�.zu Schedule o[Values ..... ...... 2.6,l8-2.91+\ Schedules — Adherence to, 15, 2. 1 A`u�^`' _ .... ---~- Initially Acceptable---.. 2-9 P--,—'......... —.......... .......................... '_— Scope v[Umng,s .......................................|*:3'1k^ Subsurface Conditions 4.2.\.| Shop Drawing �and �m`�*�gvu^mL_,____,__,'/��-��x Change Orders S., Applications for R^ymvn/-,,00d.,^~^_..,,_.............. ._/epV� definition of I�NCT|HBEK'sxppnmv .............................. 3.6.2 EN1DON3ER!,resoon,Ubil«* for review, 9.7,0. 24-6-28 related Work - xs Article or Paragraph Number �24.11 Site Access T! 11" Site Cleanliness .............. _______......... ...... 17 Site, Visits to — by |3 - 2 by others.. --l��1 Spec IN Lcauses of loss!' policy rormt defirtition drOmmi^n»f.... .......... -^,.......... ~....... ....... '|.}6 v[Tcdhnicx|,Sooiebcs,reference ux.~^.^..'3.o; 1 precedence,; _...., ^ ..��3 Standards and Speci ficat ions Starting, Construction.. Before., . 2.5-2.8 Stop or Suspend Woek­ xv�wn6x— . ~ .!.8,}3.x\IS, I Stofage-ofmateriiils and equipment~.~....... ,.4.|`�-2 Structural Louuoo'Safety, .................... _____.��8 Subcontractor'--' c^vx,mi*g .............. ................................. �M-an definition o(............ -----_-----J.37 delays Procedures Schedule ofShop Drawings and Samples SubstumkdCompluion— |4.8.140 definition of. ......... ...... -----08 Substitute Construction IMethodsmPmcedure* ....... }7,l Substitutes and "Of Equal" |temi^_... ........ ^^~.~_u7 l(3 6NGMRBRsEvaluation _ . � ,. 673 ° ______�7,\.| Substitute Construction \M�thods cJUmc GIENERAL ooyooIowo 1910 -9 ,. CITY urroxccoLUmuoomCxnoxxtRsv9ww, _Article or Plarugraph 'umber or ProCed&cs .......... 6.7,2 Sub.stitutc 6.7.1:2 Subsurface and PhysiLa 1,Condi Lion,- Drawingi of.. in.or reldtfig to,,,,,,,,,,,,,,,,,,,, ........... 4.11.2 ENGINTER!s Review .......... ...... ......... .....4.14 general ....... ...... 4.2 Limited Reliance by CONTR_,\CT-OR Authorized Notice of Differing Subsurface or Physical Conditions._... 4. 21. 3 Physical Conditions,..._,,__,_ ....... Possible Contract Documents Change ............... 4.21. S Possible Price and Times Adjustments..,., ......... 4. 2. 6 Reports and Drawings. --- _­­1 :Z­ ... I-- ------- _ 4.2-1 Subsurface and.........,. , ............. ............ ­;­ .... 4,2 Subsurface Condition., at -the Site., ..... I ....... 4.2-1-1 Technical Data 4.12 Supervision— CONTRACTOR's responsibility OWNER shall not super ise ............................ M. 9 FNGrNFFR shall not supervisq ................ 9.2 -9.13.2 Superintendence_,, ........... Superintendent, ccurRACTOR's residenL_.__,._.,,_6.2 Supplemental costs ............................................... 11A.5 Supplementary Conditions -- definition 1.39 principal references to, ........ - ...... 1. 10, 1, 18, 2.'-) 2, 7, ...... 4.2'� 43, 5,1,53, 5.4, 5A-54, 11 i 6:S, 6.13. 7,4. 8.1 L 93, 9.10 Su ppI em enting'Con tract DgcumenLs. -­3.6 Supplier -- definition ....... .......... .................... 4(j principal references to.......... ' 3,7, 6. 5, 6, 8-6.11. 6; 20, 13, 14.1 _1 Waiver of Rights ...... Surely -- consent to-rinal payment ........................ 14. 12, 14.14 ENGINEER has no duty to.-: ... 9:1-3 Notification of 10:5. 15.2 qualification of ...... ......... ......... 1-53 Survival of Obligations ...................... ............. .... :6.34 Suspend Work, OWNER May ................... 13, 1 15,1 Suspension of Work and Term in at ion 15. CONTRACTOR ,\ Work or Term inate- .................... 5�5 OWNER May SiLspend Work ............ I OWNER IMay Terminate,..._..::: ..: ......... ­...15.2-15.4 'fnxes--Payment by CONTRA( 'OR ............... 6.15 Technical Data -- .Limited Reliance by CON4M%CTOR, ................4.2.2 Possible Price and Times Adjustments 4.16 Report- of Di tTeri*ng Subsurface and Physical Conditions...,-.. ................_............ 4.13 xiv, Ternporary construction facilities 4.1 Articl e -le or Paragraph xTumber Term ination­ by CONTRAO:OR ­ ­­ 4 ... iI­::­­ ... I ...........I.._ . ... 115 ,.5 by OWNER.... .......................... ........ a.N, 15.1-15.4 of ENGINEERs.empidym5rit .... ............ Suspension of Work-in general.._..........................15 terms and Adjectivc.q;_____:. TeMs and Lnspections_ Access to the Work, by. others ............................. 13.1 CONTRACTOR's rcsp�:insibilitic cost of 13.4 covering Work prior 3.6- ]'1 -7 Laws and Regulations(or) ................................ 13! 5 Notice, of.Defects,,. ........... ......... 13.1 OWNER May Stop Work -------------------------------- , 13; 10 OWN'ER's indepe'riden.t. testing ... ................ 114 special, required by ENGINTEEP ..........................9a timely no - tice required...,......... 1 ............... 131.4 Uncovering theWork. at ENrGL\LTEFCs request....:-..,---_;,._...--,- --_............ `times-- Adjusting: ......... ..................................... .......... 6.6 Change of Contract ................. .:......:..:..:.::::......---__._..:.:__.12 ...... ... Ij Computation Contract Tim es --definition 12 day................................. ...... ............... 17.15. Milestones 12 Requiremen ts-- appeals_...................... ...... ........ ....... _9' 10. 16 clarifications, claimsand I Ll 1.2. 12 Commencement -of Contract- T -2.3 Preconstruction Conference ..... 1... 1. ................ �18 , schedules ......... ............. 2.6, 2.9, 6.6 Starting the Work 2.4 Title, Warranty 14.3. UncoveringWork_... ............ ........ 13.8-119 Underground Facilities, Physical Conditic*ns-- definitionoC ......... ........................................... 1.41 Not Shown cy Indicated -------- ...... : ----- ---- 41.3:2 protection of--,-. ............ ........ 6.20 Shown or indicated 4.3.1 Unit Price Work -- claims 1,93. definition of, ..... ............... .......... ............ .generillt9, 14.1, 14:15 Unit Prices-— general 11.3.1 Determination for, ..... ......... Use Of Prern]Sr4................................ 6,16: 6,18, 6. 2.4 Utility owners ................. ............ 6.13, 6.20, 7.1-7.3, 0.2 Utilization; Partial.- -------------1, 28, 5.15, 6311 2A 14.10 Value of the Work .......... ......... ................... 1 L3 Values. Schedule of ................... .......... 1.6. 1.871.9. 14A LJCDC GENERAL CONDITI ONS, 1910 -3 (1990 E)I wl CrTY tW FORT COLLINISIO ODI F1 CAT(0149 IRE V 9/99) SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other .use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit 'at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the. City of Fort Rev10/20/07 Section 00100 Page 1 Variations in Work --\Minor Authorized.:--- - --------- --- 6.25, 6 =7, 9:5 Article or Paragraph Number - Visits to Site_- y ENG[NEER...... ,.......... -............. .,,-.9.2 Waiverol'Claims--on Final Waiver of Rights by insured parties ................... 511; 6.11 Warranty and Guarantee., Gencral--by CON -TRACTOR ............................................... 6.30 Warranty of Title, Work -- Accessto ..................................................... 1.3 byothers .............................. ............................. .... 7 Changes in the...._-.........,.,:. ...... ..._.......,.>.,.-,..,._10 ...,.9-29 Continuing the ........ CONTRACTOR May Stop Work or Terminate ............................................... Coordination of ............ _:.:.,.:,.:-°°° _ A Cost of the ................................................. 11,4-11;5 definition of 1.43 neglected ;by CONTRACTOR, •,,........ • •.......... •..1.3.1.4 other WOIk OXA ER Ivlay Stop �Vork....... .....:...:........,.. L3: lU OWNER May Suspend Work.... I ............... 1:3.1().15,1 .Related, Work.at Site, ...... I ....................... ..... 7:1-7:3 2.4 Stopping by Stopping by OWNER ................................. 15.1=15.4 Variation and deviation authorized, minor ........... 3.6 Work Change pursuant to.............................................I0.2 definition of ......... _...................... A4 principal references to,••,,,.••„......,•_, 3.5.3, 10.1-10.2 Written amendment-- definition of ::.:.....:......:.........:.:...... 1.45 principal references to.........:....1.10,1 , 5,10,15,12, ......................... (.6.=, 6.8.2, 6.19, "10.1, 10.4, _...._.._.... 11 ^, 1'_.1, 1.3.11Z 14.7.2 Written-C1arTcations and lnterpretations.:...................:.,,,,,,,.•,,,3.d:3 9., 9.11 Written Notice Required— byCONTRACTOR............ :............ —7.1, 9.10-9.1I., :.....:..:.......:................:.... 10.4, 1 L2. 12.1 hyQWNt FR.................._. ,10-y,11, 10,4, 1172" 13:14 ev. EJCLX: C, \UWL CONDITIONS 1910.3 (1990 LUCRONt w/ C1TY GF FORT ccI.I.mm MODIFICATTCi\S iRFV 9199)• (This pV-e left blank, lntcntionAllj�) EJCDC,GL.NEkAL CONDfIIOMiIM-;�(1990 EDR-PI'A -widiY4R*TIGOM M,. AWN) IF] C)MCR�Sw-. V,9/9,Y), GENERAL CONDITIONS ARTICLE IL-DEFVMOM Wherever iased.in these General Cotdition's'br in the other ,Contract' Documents the following terms have the meanings indicated which are- .applicable t'o both the. vngtilar ncL•e LL tMMda--Written or graphic instruments issued prior to the opening of Bids Which clarify, correct or change the l3idding Requirement-. or the Contract Documents. 1.2. .4reem.?ni—'fhc:writtcn:contract between OWNER: :and COXTTR--\CTOk cokiutg •the Work to be performed; other Contract bocumenv; are. -attached to the Agr&mant and.made-a part thereof aspr yided therein. I.3.: A1q)A ation for .Pei nultl-The form accepted by FNU1013kk which is. to he used .by (Cb,,j RAC yoq, to requesting progress or final payments and which is to he .accompanied by such supporting documentation as is mquired.by the Contra& Documents_ 1.4, ;IsMifis-gray material that contains more than one percentasbestos and is friahle•or is releasing asbestos filers. into.the :fir above currant netion.levels established hv•the 0hited 'States Occupational Safety, and Health Administration. 1S; Brd-The offer or.proposal of'the bidder suhniitted on the pre, rihed form sitting, forth the prices for the Work toh performed. 1,6. Biddih*, Dmimients—The• advertisement or invitatiori to Bid, instructions to bidders, the Bid llonn;.and the.proposed Contract Documents (including all Adde-hd<a issued prior to receiptof Bids). ItT, Bidrhiq RequimmenLe--The .advertisement or. invitation -to Bid, instructions to bidders, and the Wd' form: 1.8; Bonds—Perfonrnance.arai Payment bonds and other instruments of security. 19, Change Order —A: dowment recommended by WGLNM,R, which is' signed by CONTRACTOR and OWNER,and authorizes an addition delehori or revision in 'ihe'Work, or' an acliustmem in: the Contract Price or, the Contract Times, `issued un orafter.the Effective .Date of the Agreement. 1.10_ Conlraci Documents —The t rrrment. ddenda• (which pertain to the CcinLct Documents). CON�TRACTO' R"s Bid (including docundritatibn .accompamvim the .Bill and any post Bid dtx:tamentauon submitted prior to the Notice of'AVvard) when attached as an exhibit to the Agreement the T Iotice to Prncecd, the Bonds._ these General ConditiomL the Supplementary Conditions,. the :Specifications. and .the Drawings as the WDO CA24ER►t. CC: iNOM ONS 191 tl-3 (191t) &lib icn 1 W1CITY OPFORT UJ UNSMOD"WATION5iREV,'"'Ur' same ar.e more specifically .tdentrtied in the l�gtzenient. Together with all Written Amendments ChHnge: Orders, Work. Change Directives, Field Orders and ENGINEERS written interpretations and clarifications issued pursuant to paragraphs 15, 3:6,1 and 16.3• cm or after the Effective Date of the Agreement Shop Drawing submittals approved ,pursuant to paragaphs -6: 76 and ;6.^_7 and the reporis and drawings referred -'to, in paragraphs 4.2.1 and 3:2.2 are not Contract Documents, I.fl. Cbnlraci Price —The moneys payable by OWNER, to CONTRACTOR for completion -of the'Work in accordance with the Contract .Documents .ns.stated in the Agreement (subject' to the provisions of pant_ aph I.l 9.1 in the, MSC of,0nit Brice Work); 1.12: Comrucl Times -The numbers of drys or the datcs.stated'in the Agreement: (i) to.achieve Substantial Completion, and (ii) to Winplete the Work so That 'it is ready' fpr fihat payment as evidenecd'hy hlNQ1NKFF:R's written recommendrition` of final payment in accordance wOi paragrnph 1413, 11 _i: C'0,V17L 1'ft1R- 'Elie person firm or, corporation with whom OW1IPR has entered into the Agreement 1,14. de rtive—an adjective adhich `when modifying the word Work refers to Work that is unsatisi<actory, t'aulty or deficient in that it does not: conform to the Contract DocumenB, or does not nacet the requirements of any - inspection reference standard test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recomm'en lation•(if final payment (urileSs msppnsihility for the protection thereof has hcen assumed 'hy OWNER at Substantial Completion in accordancc with parau:tph l 4_i; of 14;1,p). 1.15: Drawings --The drawing' which show the scope, extent and character of the Work. it, be tarnished and l5erfornied by CONTRACTOR and which Have been prepared or approved by 13NQILNL-1 R 5nd are referred to 'in the Contract Documents. Shop• drawings are. not Drawings as so defined. l:lb_ Effiective Date. ijf the. lgivement- .he.. date indicated'in the Atp•eementon which it becomes: effective , but if no such date is indicated it,ciaeans the•date on nvhiclt the Agreement is• signed and delivered by the .last of the two parties to sign and deliver. 1.17: ENGINEER -The person, firm or copgration named as such in the Agreement. 1.18 ENGh1V Ek 's Con3whant"A person. firm' or corporation having sa contract with ENC 0,TEER to furnish services as c:;`;'G:INEE 's independent professional assoc:i5te or copsuidinl with _respect,to the. -Project :rn&wh6 i:Pidenfilied assuch in the.Supplementary Conditions. f.19. l geld Orzler=A written order issued by ENGINEER which orders miner changes in the Work in acc6fdancc with pnragraph,9.5 but which!does,not involve a change in the Contract Price.or the'Contract Times., 1 2Q �lerteraf Itequtranrentr�$actions of Division I of the Specifications. 1.21. mrza a&ru FVasie--T he term Iiazarclous Waste shzill have the meaning provided'in Section .1004 cif the Solid .Waste. Disposal Act. f42 US(:'Section 6903) as amended from Larne .tolime. 1.21a: Lays and Regulatiurrs: Lams ur ReVdations--P,,ny and all applicable ' laws. rules. re6*ulations ordinances. codes and •ordiers of any and <ill governmental " .1' agencies. authorities and courts having jurisdiction 1."Ib. LeEal flolfclays"shall be those Holidays observed Iv, the 0tv of F'ort`Col liris. .I.21 Liens -Liens, charges, security interests- or cnqumbranecs upon real property or personal property: 1,24_ Afilestgne--.A principal event specified in the Contract Docuawnts relating to -an intenned ipte completion date or time prior tdi Substantial f ompletiori of nil the Work, L•35: Notice of;fivarii—A written notice. by OWNER, to the apparent 3ucciS:ful liidder:stating tltiat.upon compliance by the apparent successful bidder with the _conditions precedent. enumerated therein, within die brute specil cd, -OWNI F•.R will sigh and deliver the Agreement. 1.26. .Notice to Proceed -A written notice givers by OW,\IE;R to CONTRaC OR.(with a.copy to ENUINFsER) fixing the, (Lite, on which die, Contract Times will commence to,run and on which CONI 'RX(TOR shall start to per6an C*TR:ACTOR'S obligatiorts wider the, Contract Documents, 1.1.7. OPILVER=The public body or authority, corponotion, ;issociation, firm or person with whom CONrTRAC-TOR has entered into the Agreement-and'for whom the Work is.to be:provided, I.N. Parrial tltdiiativrr—Use by OIVNCR of a substantially completed part oi' the Work t'or the purpose lbr which it is intended (or a related purpose) prior to Substantih l_ Cpmplet ion cif all the Work- 1.29,. PCBs—N.lychlorinated 4iphenyls. 1-30. Petroleum-=Petnilewn, includ nt- crude oil or any fraction the whii:h is liquid at standard conditions of temperature and pressure (60. degrees Fithienhea and 14.7 pounds per square. inch absolute), such -as oil; petroleum: fuel oiL oil sludge, oil refuse. gasoline, kerosene .and oil mixed with duper non-Haztrdotrs Wristes cndlcrude oils;. 1.31. Project —The total corutruction,of which the. Work. to be pro6ded Unikr the•'Contract:Documents may he Ihe. wh6le. or a part• es indicated elsewhere in the Cont.mcf Documents: 1.32,a..Raclibactive Haierial—Sourcc. special nuclear-•. or byproduct material as defined hythe _Atomic l nergy Act of EJCUG GE;v(RfU,.i;bNU171 ONS:I'i I r1-R 1 I llU Edlitiat i wl U IT OF. FORT COLLI NS MODIFICATIONS (1tE V.4, 2-IM) 1954 (42-LIS(,' ,*action 20 11 et seq) .as amended from time. to time. 13'_':b. Raztdar IKoikfne N6urr-Re£U4tr workine hours are defined as .7 OCImt .to 6:00Ettt unless otherwise ecitieat in the General Requirements_, 133, Reyidem. Piojyct Rej,rexenfirtiw?The abthorized representative of ENGENTMER who tt-ay be assigned -to the site.or any part thereof. 1.3=4.. Scanples—Physical examples• of materials; equipment, or workmanship that are representative of 'some- portion of the Wdrk and which- establish the standards by 'which such portion of the Work will he judged 1.35: Shop Uraning.r—All drawings, diagrams. illustrations, schedules and other Data or information which are TOR prgiarcd or.a.wnibled, by or for CONTRACTOR .lurid .submitted by CON'f.RACTOR. to 11ii_strate spline Portion of the Work. 136; ,tipeeireatinrrs-'those. portions of the Contract Documents.consisting of Nvrittcn technical descriptions of ,materials equipment, construction systems standards and w6rkmartship as applied to the 'Work and certain administrative details applicable thereto: 1 3T Stdieonhwctor- Art individual, tine orcorporation finvingn direct contract with CONTRAG'rOR orwith any othcr.SuScontrnctor for.the,performance 6f-a part of the Wcuk at the site. I38`. Suh.euuatial' Comp'letivn-=The Work (or a specified port thereof) has progressed to the pointwhere, in the opinion of ENGINEER. is evidenced by INGM ER's definitive certificate of Substantial Completion, it is sulliciently complete, in accordance with the Contract Documents, so that the Work (or specified ptirt) can her utilized Kir the purposes for wiliest it is -intended;. or if no such certificate is -issued. when the Work is complete _ arid ready for final' payment. as evidenced by FNt,i ER'.s written recommendation of {inal payment- in ace"clance with paragraph 14] z: 'The terms. "substantially complete" and "substantially completed" as applied to all or pat of the Work,refer to .Substantial Completion thereof, 1.39. .Sttpplementary Condilions=The part of the Contract Di*xumew$ which amends or:supplements these. General Conditions. 1.40. Supplier -A manufacturer.. fabricator. supplier. distributor, materialman•orvendor havinga direct contract with CONTRACTOR or with. any Subcontractor to. furnish materials or equipment.to be incorporated in the Work by CONTRACTOR orany 'Subcontractor. 1:41. Unckogipund Facilities —All .pipelines. conduits, ducts cables: wires, manholes, vaults, tanks tunnels or.other such facilities orattachmenm and am• encasements containing such facilities which have been installed underground to furnish -any of the following sen6ces or materials; electricity, gases, steaait. liquid .prtrotzutn products,. telephom or other communications, cable television, sewage and drainage reemohreL tn3tTic or other control systems or water. 1-42, I/nir.Price Work-\N(ork.to he paid fiir on the hisis of unit prices. 1.43. lair -The entire completed construction or the various -separately 'identifiable parts thereof required tobe furnished under the a Cintract D6cuments. Work includes and is the result of perforating; or l'umishin5 •labor and. Furnishing.and incorporating materials and equipment into the construction..and performing or fumishiitt services and furnishing, documents, all as required by the Contract Documents, 1.44, lf,ork Change Directive -A written directive to. coN,r 2ACTOR, issued an or alter the Ef fictive Date of the Agreement and sigricd'hvOWNER', and recommended bj. ENGINEER, ordering an uddidan. d'eletion.or revision in the Work; or responding to differing, or, unforeseen physical conditioris under which the Work is to he pertomied as provided .in jzrrayraPh 4,2 or a.3 or to enhcrecncics under- paragraph 6.23- A Work Change Diraxtive will not change the: Contract Price or•thc,Contmct Times, but: is evidence that the parties expect that the ,change directed or documented by. a Work Change Direoti' e will be, incorporated in a subsequently issued. Change Order followingnegntiations by the parties as to its, effect: if any, on the C;ontrmet trice or Contract Times as Orovidcd in liaragraph 10.2. 1.45, 111ritt2n-AnrenOneitt--A uT¢ten .amendment. of the C ontract Document, signed by n\VNFR and CONTRAC70R on or after the Effective Date of the Agreement and normally dealing with the nonongineering or nontechnical rather than strictly construction,related .aspects of the Contmei.DtictimCnts. ARTICLE 2=PRELMITINAR V MATPERS Derive!& of Bon&. .1. When. CONTRACTOR delivers the. executed .Agreements, to 0WN L CON'CRACTUR -shall' .als6 daliver•to OWNER such i3chnds a,% f0RTRACTOR may he required tti fumish.in accordance with pantgraph 5.1. Gorier of 000amenIN. : (h\1ti,f13R shall titmish_to.Ctw fRf1GTOCi up to [en copies (unless, utherwtse ,specified in the Supplementary Conditions) of the e-Vnt<act..Documi nts a,, - are retisdnably necessary forthe execution of the Work. AdtfitiorhaI copies Still be furnished, upon request, at the .eost.of reproduction. ,Commencement of Contract Tiines; Notice to Proceed• _' 3. The Contract Times: will commence to run on the thirtieth,day.after the EtTective'laate•ot the Agreement, or, e�e•�c u�z+NxAt. C'Gvutnorls t i 0-s t i9tr Ectiliuu w�a crn� or rorir c�t.0 vs ��toon�t t:.�Ttotss'r ii tau •r ^txio} if;a Notice: to Proceed is given, on: the day,uld cited in the 'Notice to Proceed: A Notice to Proceed' may be given at: any aline within thirty days -after the Effective Nis of the Aareemcnt.—ir ,a--eveat c�xttrirr HER the .5%1 4:thoo }- r lkr c6v of-[3id upenine-or the thirveth day after tl _6iFaetiva•Nte oFthe,Agrmtettt; whichever-elan-israrlier: Starting the Work: 14- C7laTRAOTOR• shall start to perform the Work - ,on the date when the Contract Times•commence to run. but; no. Work shall be done at the site prior- to the date on which the Contract Times commence to run. ljefore:SYarting Construc;tmt: -'•j, Before. undertaking each part. of .the Work: C:ON'r-RACTOR "shall carrfull} study and compare the Contract Documents and cliccic and verify pertinent figures: shown thereon and all applicitble field measurements. C ONCRAC• OR shall. proniptly report in writing to FiN INTE R' any,contlict otror, ambiguity or discrepancy 'which (,;()NTRAC:TOR- may discover and shall obtain a written interpretation or ,clarification from FNGrNT,FR before pnxcedahg with any .York affected thereby;, however, C•ON'f ft 4 7-TOR: shall not he ',liable to ONIVNTER or ENGINI M R for failure to rolmrt•any conflic( error, ambiguity or diserepanq in the Contrael Documents unless C=ONTRAUrOR knew or reasdnably should have known thereof_ 2:6. Within ten drys after the Effective Datc.of the. A&ccment (unless• otheni+isc specified in. the Cccncral Rrgtiircmcnts); CC) TRAP TOR shall submit. to LNGINEER,for review- G.L. it prelunitiary progress schedule indicating the tuncs.(numbers 6f days or da[s) for starting and completing the various stages of the Work; inAtling any NWe. ones specified "in the Contract Documents 3.6.2, a preliminary schedule of Shop, Diawing and Sample .submittals. which, will, list 'each required submittal and the times for submitting, reviewing and processing such subm ittal; 16:-7.1. .In, no : case. will 'a schedule .be atccr table which allows less than 21 culertdar days for -each review by Cn6neer. 2.6.3• A preliminary schedule of values for all of the Work which will include quantities -arid prices of -items aggregating the Contract Price and iyill subdivide the Work into component purts.in sullicient detail to serve as the basis• for progress payments durti6, construction. Such prices will _include tan appropriate amount of overhead and profit applicable to each item of Work. 3.7, Before any Work at .the site is. started. C 6Nn*R__\c,r0R a fKl444r46Rv, shall rash deliver to the ethrF OWNER. with copies to c�tslradciiFieaaaR-iaisureel ideFftitied at tlaez5ttpplamentAry (;o-oiu- - CNiifllt M certificates of irtsurance,(and. other evidence of insurance ,vhish—zi—H the nr- or— arty—a�itiensl—etl -miry teasenably-- Uest' requested by OWNE which CUTyTRACTOR {wd C3L[�'�1EFtiwspesttvalYtfre is required to purchase and maintain in accordance with par¢graphg �.3--a:o-an35-7; Preconstraction Conference. 2.$._ Within twenty days after the .Comma Times start to run, but before any'Work at the. site is stunted, rj c briference attended by CONTRACTOR.CGN1 'EI EEFi and .others as appropriate will he held' to establish a working understand ng among the parties .as to the Work and Jo discuss the schedules referred to in paragraph 2.6, procedures for. Handling Shop Drawings and •adaer submittals processing .applications for, Payment and mniritaining required.records. (trio L(vAcceptableSe*edules: ?:o. Unless, otherwise prcividM in the Contract' Documents, at l2esEtertAays heftarc sttl7t►tissitart e€-tliz- E p}alieatian ter- imieiri_t Before anv work at the site begin a confcrcncc attended by CONTRA( [*OR ENGINEER and"ofJius as rappreprirate dasignatcd by OtVNT R will be held to review for acceptability.to ENGINFER as,provided below the schedules 'submitted in accordance, with pEinagraph 2.6, and Division 'i - General I z4luirements. CONI'KAC'FOR shall have an additional ten days to makc correction and adjustments and to complete and resubmit the schedules. No progress- payment shall be made to CONTRACTOR until t}te schedules are, submitted tcv and :acceptable to FN(;1NPk'R, as provided .helow, The progre>c schedule will be acceptable to FNFi1NTF.FR as .providing_ an orderly progrsion of -the Work to coniptetion within ,any specified Milestones and the Contract T imes, but stach acceptance- will heithcr•inapose•.on GTiGLvEGR responsibility lot the setluencin • saedulin& or •progress, of thci Work nor mterfcre wit or relieve CONTRACTOR froni CONTRACTOR'S. full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to F.NCTNFF.R. as providing a workable arrangement for reviewing and .proce;ssirig, the required submittals COVi rRAC'TOR's Lhedple of valiies will be acceptable to UNG IN U Ras to foriii and substance. ARTICLE 3--CONTRACT DQCUNM-NTSr hNTCNT, ANIENDIiNG;"RE[ISE. Intent: 3.1, The Contract Documents. comprise the entare mmxment between OWNER and CONTRACTOR concerning- the Work. The Contract Documents are, complementary_ what is:ctilled for by -one is:as'binding ass if called for by all. 'rhe 'Contra& Documents will .be' construed in.accordanee with the law of the piace.of the Project 1 2. it isthe intent of the.. Contract 1Jgcuments to 6JCi)taC,LNk: XL.CONDi'nCiNS:i9i(t-ftttJJoEditort wicail'OFFoiurMUNSMODIFICATIONS Q2LV-000n) describe a functionally coalplete Project (or frirt thereot) to be constructed 'in accordance with the Contract Documents. Any Work, mat_eriats or equipment-tlrit may reasonably be. iiif rued from the. Contract Documents or .from .prevailing custom or trade usage, as.being required to prgducc the ihiended result will be fimislidS -and performed whether or not' :cpecilically called for. When words or phrases which have a well-known technical or construction industry or trade .meaning- •are 'used to describe Work, materials or equipment, such words or. phn.shall be inwrpreted in accordance: with that meaning. Clrifi acations andinterpretaiions_ of the iontract (Documents -shall be issued by ENGINEER as provided in paiagniph 9A, 3.3.. Reference :tm Vandardc and Spegfzcatigte.v if Cechnical ' Srx�eties: Reportitrg imd Resulting Dbvcrepaneies: :3_3- 1. Reference to, standards, spccitications; manuals or codes of any technical:society, organization gr.assoc:iatiok or to the laws or. Regulations `of'any govcmmcntal authority, whether such reference •he. specific; or by Implimotion, shall mean the latest st Hirai speciticaii'on, manual; c idc or l.aw's or Rciulafion,-in cRect.itt die time of op ening.pf F3 d.4 (oar, on the Effective Cute of the Agrcenient. if'there wore no Bids), except as may be.otherwiwo specifically stated in the, Contract Documents: _3:.3..2. It', during the performanceor. the 1Vork, •CONl'RAC TOR discovers any conflict; error, ambiguity or' discrepancy within the Contract Documents or :between the',Contract ,t9ocujnents and any provision of any such i.aw or Regulation .tpplicnble to the.perfortnance of the Work or,of any such stanclarck speciticatiun, iitanual or codc or of any instruction of any'Supp6er refeiTed'.to, in paragraph 65, CONTRACTOR shall rej5urt it. to. Gi,idi— E R in writing at once; and, CONTRACTOR. shall not proceed with the .Work' affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement w the Contract. Documents has been issued by one of, the niethod_s indicated in grtl ngraph3u5 ,or 3,6, provided, however, tliat CONTRACTOR shtilh not be liable to O<Yi UZ or EINGINEER fir failure .to report arty such. conflict, error, ambiguity or discrepancy unless CONTRACTC& tonic fir reasonably. should have knownthereof 3.3.3. Except as otherwise• specifically stated in the Contract Documents -or as may be provided by amendment or supplement thereto issued by one of the methods indicated im parag uph 3.3 or 3.6, the provisions of •the Contract LIocuments shall take ec predence in rt sowing any conflict, ,error; ambiguity or.discrepaney between the provisions of the .Contract Documents and_ 3;.3.3.1. the- provisions of any such. standard, specificatior;. manual, code., or instruction (�vhcthcr or not specifically incorporated by reference in the Contract Doeumentsy, or. 373:3,2, .the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of .the provisions of the•Cuntntgt `Documents would result, to violafion,ofsuch Law or Reaulation). No provision of any such standard, specifLation, manual; •code .or .instruction shall be effective to chamm the :duties and re-sponsibilities, of QWNhR, CONTRACITOR or ENCHNFi N, or .any of their :subcontractors, consultants; :agents.or emplcwees from those set forth in the Contract. Documents, nor shall it be ctTcctive to assign to OWNER, 'FNO NF.ER or any -of ENGl],QTF.R's Consultants, agents Or -employees any.duty or authority to supervise or direct the fumishing or picrlbrmance of die, Workr qr any duty or •authoriy to :uhderttike responsibility inconsistent with die provisions of paragraph 9.13 or any other provision.of the Coritmet Documents. 3A Whenever in the Contract Documentsthe�teruts "as ordered', "as directed "asrequired% 'as allolved", "as .approved" or terms of like effect or import are used, or the IdJectives "rewnable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or itf1por . are used to describea requirement,. r direction, review o judgment ol'LNGIINEER`as to the Work, it ts.intendecf that such requirernem, direction; review or ludoient witl'be. •solely tit evaluate, .in- general, the einiipleted Work .Riir cxmiplian"ce.with the reg6iremertts of and information in the Contract Documents .and confomtance with the design concept of the completed Proj''ect as•a functi'gling whole as .shown or indicated in die Contract Documents (unless there is a, specific statement indicating otherwise). The use of any such term or adjective shall not be effective to ussieri to GNGINFEER any duty -or authority, to,supervise or direct the fumishirtg or performance of the Woik or any duty or mitliority to undertake responsibility contrary 'to the provisions of paragraph 9.13.or any.other provision cif the Contract Dooiiments, imenilrng turd Supplenrenring•CvAWucI Docummnnt 15. The 'Contract Documents may be amended to providioit e for additions, deleh6ms and`reviss,in the'Work or to modify, the'tzmts and.coriditions thereof in one' or more of the,follovving ways: 3.5.1.. a fomialWritten•Amendment; 35.1 a Change Order (pursuant to paragrph 10.4). or rJCD(:UKN LALC:CNDMONS19tU-3.(Il4t)Bdtitti) wL CITY OF FOfCF C.YILLINS Nt()DIFICATIONS iIREV 4Q1.94J.) 3.5:3; n. Work- c, hnnge Directive (pursuaq to l aMLTdph 10.1). 3.6. In addition, the, reiluirgmenN •of the C_'ontract Documents may= be 'supplemented: and minor variations :and cfeviatiops in the Worl.; mare he.nud mired, in tme or more of the following ways: 3.61. A rield Order (pursuant to paragraph 9.5), a.&`�, ENS; GNFE)'R's approval' of a SHOO UrM6.Ig 9 sample ,pursuanuo paragraphs 6.26 and 6 27).•or 3.63. EN,GI lEER's written interpretation or clarification (pursuant to paragraph 9.4); !reuse of Oaruntenb: 3.7. CONTIRACTOR, and ;any Suboontm.adr or Supplier or other person or or�anr3tion performing or .furnishing tiny of 'the Work dncler t, direct or indirect wfitrict'wtth (MINER.(] shall not. have or ncquire any title to or ownership rights in any of the Dmwings; :Specifications or other doeuntents :(or copies of any thereof) prepared hy.or hearing the sea( of FNGINF..F:R or 'ENO-WEER's Consultant and (ii)•shall not reuse any•cif such Drawings, Specifications, tithcr•docunients.or espies on extensions of the Proidet or any other project without written consent. of OWi IM andENGNEER and'spec(fic written vcrif catinrt or adaptation by ENOINFM ARTiC'LE.tt- AVAILABILITY OF:LANDS; S[1ILSt,tk2EACE. AND PHYSICAL .CONIN'rIONS; RF,FFRF..i`FCE POINTS li•uilubilihi bf L•antk 4.1 OWNER shatHuniish, as.indieated in the Contract. Documents, the lands upon which the -Work is to be performed; ri i"f-way and easements. for access thereto, and such other lands which arc 6;;ignated far the use - of CONTRt1CTOR Lipcxt•reasotiablz-writien•request �!�`Dc-�ivrss-r,..._:..i, •Cn�rrv-.�r'rc�'�'rurn-�`aciec! stittetiient•of-reccud-legal-title-and-legal-dessript ion• �f--the lands -upon -which. -the• -timer! -is -to -be -performed -find c-�l.•V1rER's-tnt�es!-Iliercin-as-neec s.9aary-CpF tri v:rig-rwfi cz o€-or-filing-a-tnzeheriic's.-lion-agaitisl-such-lands-in tttsrarF#tries-wit#r-aryplic�.ry--���-H, n '.,-� - r, OWNER' shall 'identify uny encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which MINITRACTOR wvill have -to-comply in, performing the •Work., Casements'• for permanent structures or permanent changes vi existing Jac-ilities iviltbhe obtained and paid for by 01UNER, unli ss otherwise provided in the Contract Documents. If CONTRACTOR and OWNEK are tunable to agree on entitlement to of the amount or extent of any adjustments in the Contract Price or the Contract Times as a. result of any dclay.in U1tvNi FR's fumishing these, lands, riglits,6f- way or easements. CONTRACTOR may make, a claim therefor as provided in Articles I I and.12' CONTRACT,Ok shag provide.'for all additional Intick and access -thereto that may be required for temporary construction facilities or storage' of materials and equ ipment, 4. Z. Subsirrjgceanrt Pl?Vsical f'onrAtivnc: 4.2:,1. Repgrls and Drawings: Reference is made to the<SUpplementary Conditions for ithntiticationof: 4,1 1;1 Strb.�mface-Cunh'tiorrs: Those reports of explorations andtests of subsur6ce conditions at or contiguous to the site that have been utilized by FT:RfIINEER in preparing the (cmtract Documents: and 42.1.2. Physical Conditions 'Those drdw ngs of physical conditions in or relating to.existine surface Or subsurface structures at or contiguous to the site Ie"ccpt Underground Facilities) that have 'been utilizer! by ENGINEER in preparing the Contract, Vocuments. 4.2 2: Li/niired .Xeliattce by COA71t 1 .71OR Atitlro imck Technical Data: CIJNf I AG TOR may rely upon the general. accuracy of the "technical data" contained in such, •lictrts and tiratvings but, re tkyrts and drawings air, not Contract Documents. Such "technical, data" is identified in the Siipplcmentary.ConditYons• _Excg1t tier such reliance on such"technical data", CONTRACITOR may not rely upon or make any claim againigO \?NHR,ENGINFI R or any of FNGINF':ER's Corumltarits'with respect to: 4.2.2:1. the completeness of such repo ru and drawings for (?ONTRACTOR's purposes, inclucki but nol limited to, any aspects. of the, mans; methods, tcchniqua>, sequences• and procedures of construction to be. employed by LOiVTFL\cC.T0t2 and safety precautions and programs incident tlereto;.or t':''. other data; interpretations;. opinions. .andirtlortttation,conhined in such report's -or shown. or indicated in such drawings or 4_'12.3_ any CONTRACTOR interpretation of or conclusion drawn from amp "technical data" or, any such data,,, interpretations. opIntons or. information. 4.2:1 Notice of Differing Substirface or Physical Conditions. if CONrkAc7r R believes that any subsurface or physical condition at. or contiguous to the site that is uncovered or revealed. either:, 4.2.3.1. is of such a nature as to establish`that .any "technical ,data" on which MNi TRACTOR is 'entitled to rely as provided in parag-aphs 4.2.1• and. 4.'2.2 is materiallv'Taccurate, or 4:2.3?. is of such a mature as to require a -change in -the Contract locuments, or 4,2_3;3: differs materially' from, that shcnvn or E,ICDC ULNER AL.CONDt TIONS 191048.. (I Jw Ecficim i avf U IT C)F FOR r COLLI NS ModwicATI ONS 0tEV 4 r OOU) indicated in the Contract Document.,, or 4:23:4. is, of an unusual nature. and differs materially from conditions ordinarily encountered and generally rcco'uzed as inherent in work of the clracter lyovidzd for 'in the C onmtr Documents-. then C01\7112ACTOR shall, prentptly immediately after becoming aware thereof and before- further' disturbing conditions affect'ed' dierebv 'ar performing. any Work in connection therewith '(except an an emergency as permitted by pamgmph6_23), notify OWNER and ENG[NEER, in wntutg about such condition CON'I'R�AMR shall not further distirh'such conditions or perform any \Vorkin connection therewith'(ex ept as aforesaid) until receipt of written order to do so. 4:2.4. E2VOINEER's Revlon �l'40h R will promptly review, the pertinent conditions, determine. the necessity of OWNERs:ohtairiingadditionalexploration.or tests with respect thereto -And advise OWNER-ili writing (nvith a, copy to C,ON'I' ItAC O R) of E NCII 1FFR's findings and conclusions: 42,j, .Poxpihla C;c.)nlrggt D�minran& �C hartge: If 'FNc;INFFR concludes that a change in the Contract Documents is rcquired as a result ON ccuadition thai.mects one or more of the categories in paragraph 4.2.3• a Work ('hinge Directive or a Change Order will be issued as. provided in. Article ii) to 'refletst and document the consequences of such change,. 4?.6, Axoc hk Price and Times .4if]rstnrants: An equitable adjustment in the Contract • Prix or in the Contract. Times, or. both, will be.ollo.kci to the extent. dint the existence of such uncovered or revealed condition causes an. increase7or decrease in CONTRACTORS cost of. or time required torperforrriancGOf the'WorL subject; however; to the following; 4.2.6.1. such condition must meet anyone or motr of the: categories described in ptragrapins4.'2,3.1 through 413.4, inclusive 4.16.1 it change. in the Contract Documents pursuant to partrg~aph 4.2.5 will not be, an automatic authorisation of nor a condition prudent to entitlement to :any such adjustment; 4:2-6.3. with reset to Work drat is paid for on• a Unit Nrice Lasts, Any adjustment in Contract Brice will be subject to the piovisions of paragraphs ).1 f) and t lb-, and 4.2.6,4. CONTRACTOR shall not be -entitled to :any. Adjustment in the Contract Price or Times if. 4,16.41. CONCRACTOR knew. of' the existence of such conditions at. the time CON'rRAC:fUR made a Final commitment to *UWNER in respect of Contract De-ice and Contract Times by the submission of a bid or braoming bound under anecotiated contract; or 4.2.6.4,,1 the existence of such condition could reasonably have been discovered or revealed as a result of any examination, •investigation._ exploration. test or 'study of the site and contiguous 'areas required Iry the Bidding Requirements,or Contract,Ubcuments to be: conducted by or for CONTRACTOR prior to djl\TTi2ACTORs mak-h., such final commitment; or 4.16,43 . CONTRACTOR failed to give the written notice within the:timeand us required by punigraph 4.23. If OWNER and CONPI RACTOR are unable to agree on ,entitlement to or asto the amount or Icr>€th of any such .equitable adjustment irr the 'Contract Price or Contract, rime,, ;a claim may :be madetherefor as provided in .Articles 1.1. and 11 •However, OWNER. ENGIKEER.wid ENGIAfEFR's Consultants shall not. beliable to C01Wf1 AUF,0R for any claims, costs, losses or damages sustained by C..ONTRA(70R cn,& in a)nnection kith airy ,other projector anticipated project. 4.3. Physical ConrCtions--Underground Facilities 4.3.1. .Shortstor,/tOcared: The,information.anddata shown or indicated in ,the ,C dtitract Ooetrmcnts: with nspeeC to existing Underground Facilities at or contiguous to the site iwb.ased on information and data furnished to OW`t\T .}2 or ENj GiNF.F,R I y the•o«ners of such Underarounct Facilities or by others. Unless it is otherwise expressly provided in the Supplemerittry Conditions: 4.3,1.1. OWNERZand']�iGtNEER shall not be responsible for, the accuracy or -.6mpletenes4 of any such information or data; and 43.1.2. The cost of all of the following will be included in the Contract Prig. and CONTRACTOR shall have full responsibility for- (i) reviewing and checking all such irdormation and data, (ii) locating adl Linderground facdilies shown or indicated in the CgntractDcx wnents,(iii)..coonl naticm of the Work with the :owners of such underground Facilities dining construction, and (ii•),the safety and protection of all such Underground Facilities as, providedin ptragraphii'0 and repairing any damage thereto resulting limn the Work. 4.3.2. Not'.Shor n• ur In ccated If an Undergound Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the. Contract' Doctim&nts, COivT LACTOR "IL. promptly immediately alla• becoming aware thereof and before further disturbing conditions affected thereby or performing,any Wbrk to conn&tion therewith. (except in an emergency as required by paragraph 6.23). identify the owner of such Underground_ Facility and EXL)UGEVERALCONDITIONS 1910•8 (199l) Edition) µ1 CTIY OF foR'P CCILLINS MODIFICA'rIONS tIWV VZ(910) give written gotiee.to tit owner and'tg QV i\�R and MgGRINMER l 4GP1 FER will promptly review the Underground .Facility and determine the: extent. if any, to }which a change. •is required in the Contract Documents to reflect Anil document the consequences of the existence of the- Underground Facilit}? If INGINTLER concludes that a change in the Contract Documents is required, a Work Change. Directive,or, it Change 0rderwill be;issued,as provided'in Article 10 to reflect and document such consequences. During such time. CONTR_AC•TOR shall: be responsible for the safety and protection of such Underground I-'acility as provided, in ragraph 6.20. CONTRACTOR deli may be allowe_J an mcre'ase in the Contract Price or .an extension of the. Contraci 'Dimes, or both, to the extent that thcy:are attributable to the•existence of any Undergound Facility that was not shown or indicated in; the Contract [)moments and that coz,,rff2ACTOR did not know.of and: could not reaVlahly have been expected to be, aware of or to have anticipated., If -OWNER and CONTRAC>TOR are unable to agree on entitlement to or the, amount or Iength.of any such adjusweriL in Contract fries or Contract Times, (6,N4uAGTOR may, Make a elaiin therefor as provided in Articles 1 1 and 13 However; OWNI-'R, �TCrTNFFR and FN10TNFF.R's Consultants shall not be. liable to l: ONITR.AC OR' for any,claims, sing kisses or darriages incurred or sustained 'by i701 I RA 701Z on or in connection with any other project or -anticipated project. Reference Points.- 4,1. t)1�lr-,rFR shall provide engineering surveys to establish reference points for construction which in E LKEER's judgment are necessary to enable C0N*fRAC'fO1Z to proceed with," the Work. CGNTRACTOR shall be responsible for laying out the 'Work shall protect and preserVe the established reference points and shall Tnake no changes or relocations without the_ firior written approdril of OtVi\T R- CONTR_,AGTnR shall report to ENG[NEER whenever any reference point is lust or d%stroyed cir- requires. relocation because of nee- s-ir y changes in j racks or locations, and shall fie responsible for the accurate. replacement or relocation cif such reference points by ,professionally qualified personnel. 4.5. ' Asbestos. PCBs, Petroleum, tlazardinis.11. z 4eeor Radiaaetiwe miiterial: . i.1. OWNER shall tie responsible for any Asbestos, .PC.Eis, Petroleum- .Rarardpus Waste or Radioactive Material uncovered or revealed at the site which was not shown or .indicated in Drawing -or Specifidii0ons or identifiedin the Contract Documents to be ithin the, scope of the. Work and which may present a substantial danger to•Persons or, proppeerty CXPO$ex: ed th&Cto in.conntion with the Work at the sda. OWNIM shall not be responsible f r-any such materials brou& to the site by CONTRACTOR. .Suhcolaractors, Supplicrs� or anyone else for whom CONTRACTOR is responsible. 4-, -we Etr�srdatis-windition And try atdfeA b as fequif-j--by—p OAqSMr. and 9 fil"l-i ...... tYjnsLdt-with-SNGINEF-R- cont-,erning- the- Mwessity-fbr eon&ie�n-ww sttEM Aft­A*--'-'OV . �1- �btirid and-Mwered to wn tielik- @speui�ytFl thatguPh onnditio .. .... r,eidered �3H�-fer- 6e --r t-f-- wafk-,, . Me"well 6R--end djtmm e 0,,---9mtmni; Ar- --44ent a�El' steppage-OF ---ip,[ Gonditiens-tender-lFdiiEh .rakvofk- R4Pl-(:)W-4&4ie--fe.%ffwd- 44.4. To . I -OWWM�Ala4 v:1.n, mnily-paid -hod ENGNT-ERE is and - th loges -and damages --arising- Ul%-.€tom- such wSL---elHma_e isAttributsbla•to-brrtlily injury. HSO-"Hth; '—OFW iI I P 16 OF tldstn Mean laRgible- ..-L il1, Z: including-t re;&MWtheTo and (ii)nothing-in-thi3-subptitagrHph-4.-5.4---hgfl-,.obli,,tiLe ow t-n 0 g 11i gVIC C-. 4 5 5 Th - pravisieias-ef F%Fagmphs 4.2 aiiid 4.3 Hk- ekuffl- or Fevea�-�- LX10t; CONLR, , WCONNTIONS 0104� ('11096 Ecfidwl WN C11YO'Olt I fOOLLINS MPL)IFICATtONS Ut.LV .-writ,L.E 5=!30NDS AND 11JNS�MAINCE' Perf-I'lumck, Payment send Other.Blonds. 5.1, 'CONT R-ACTOR shall furnish Perfornlance and -Payment Bonds. each iri in, amount a0east equal to the. Cynttact Price as,seetIriiy for the faithful l5er(onfiiince and �uymcnl of all QQN1 RA(--7rOK's oblivatkins under the Contmet'Docurnent& Thesk Bonds shall refiiiiin in elTeci. at least*. *unii for c*- year 'aftWffid' JaILA­en final paiv'ruen't becomes due, except as provided othenvise by La*%vs or Regulations or by ;the the Coritruct Documents, -C)N,rR.AcrOR shall also furnish such other Borxik as arc required by the SupplementarwConditions. All Hoods %fiaH be in'the. form prescribed l3v'the to Contract Documents Lxct as provicicd.otherwise by Laws or [Zcgulation:% and shallbe executed by such sdreties;as 'are na�rncd,ih the current rrent list of Tonl' nic.s `H'bldina Cenif-Ic-ateq of AUthority as :acceptable Sureties on Federal, Bonds- and as �A� Reinsuring- Companies" as puhlished in '"P 'ce"' c -au 1,,57(,l (amended) by the Audit. Staff, BEire of Croverninent financial, 0 r-v r, itionr, US -Treasury 1),ormient., All, Bonds signed by an agent- niUsL he q ac ompanicdby,nurtific . W to act. 52 If the •sur&y kin. any Bond turnished by (7ONTRACTOR is &claecd a. bankrupt or becomes - insolvent orits right it) do hu.sinesq is terminated in, any state whcre,nny part ol,the 'Prdjcct i.fl6cated of it ceases to .meet the. requircments,of paragraph 5.1, CONTRACTOR sKj!l, within fen days thereaftcr substitute another. Borld and surety; both of which must be -acceptable to QWNTR: ij. Licensed Surelies.and Insurers; C'erfiftules of Insurance., i.11', All Bonds and 'irisurinee- required by the .( ontmet Docu6qn;§ to he purchased'--aild hinihiained by oxymiR or cnwrRiVftbR,'shan be obtamj froill surety or insurance owiionies that are duly licensed or authorized in the jurisdiction in.which the' Prciiect is located to issue Bond-s.orinsurtince policies for the limits and coverages so required ,Such surety and insurance donipinic,% shall also meet such additional rei-juirements and quatifications as m,.iy'he provided in the 5uppleni6ntary Conditions. 3.3.1. CoNTRACrOR shall deliver to OWNIE-rc %vitivcopies to each additional *insuredidentiCied inillid Supplementary, CQndiiiPris, .certificates of insurance land other evidence of insurance requested by Q%VNER or any other additional insured) which CONiTrIZACTORis required to purchase.and inaiiitaiii in ordanct tvilh p iragraph 5-4, OWZNTR-shall eafh Wd Of d-FdklaesWd laiv r.QNTP-,kC-T-QR th; : ddi1,: 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. Rev 10/20/07 Section 00100 Page 2 ,C_O&Tn4CTOR's LiabM0? lnsumnee: 5A, -(.O 1TR.aC TOR,shall purchase and maintain Such liability and other insurance as mappropriatefor the Work tieing perforated find furnished and as will provide protection from claims set forth below which may arise out ,of or result .front CO1V�I`RACTOR's, performance and furnishing •of the lVork and CONTR:AC COR's other obligations under the Contract Document.-,. whether it is to 'be perfgrmcd or furnished b_v CONTRACTOR, any S'ubccxttnidor err Supplier: or by anyone .directly or indirectly employed, by any of them to ,perform or fumish .any. of & Work. or by•ariyone for whose acts arry of them ,may be liable: 5A.1: claims under workers'compensation, disability beneftsand•other similar ctnployee,benefit acts; 542. claims for damhecq,because of bodily injury, occupational sickness or disease; or detith- 'of COWRAC:TOks, employees: S 43- .claims for damage because of bodily .injure, sickness or disease; or death of any person other titian C C)NCR ICTOR'seniployces; %4-3--claims-�feF-damages---insured-•lw--eustrrn ary pzr�Rt> k-iril4cry-Ei�iltfy-aav;rt c��Yhieh-tice-scis�rtc�#e `�' ^„^ piirson a4 a rant}lt of at�tfattse clireeN}OF :InEI}r2Et•iS=fe:at@'�-[i3-f1h': em�{AjxmzRL-Jf-��'tiil-bl� ct tiff PfffK Ma -' 8ilt0i=fc'a3C-1n"; 5:4.;_ claims Por' damages other than to 'die Work itself• li&-auce,pf.injury t. or destruction of tan ble property wherever lrxated., including loss of use resulting therefrcmt;. and ,4-6. claims for damages be,,-tuscrof bodily injury or derith of itny person or property dannge tinning out of the ownership, maintenance or use of .any motor vehicle. The policies -of insurance so required by this paragraph 5A to be;purcttad.'and maintained shall: 5.4.7. with re_-Tjret to insurance required, by paragraphs 5.43 through SA,6 inclWiVe And 5.4_9 include- as additional insureds. (subject to any. Customary "clusitrrt in respect of professional habditv), OWNER: ENGINEER. ENGENEEKs. Consultants and any.oUher,persons or entities.idenlitiad. in the 'Supplementary Conditions, all of whom shall be listed as additibruil. insureds, and include coveraipge for the respxtivi: officers .and employees of all ,such aiiiltiona l ,.insurtils 5AS. include -the specific coverages and be written for not, less than the limits of liabirity provided in the Supplementary Conditions or required by Laws fir Regulations; whichever is greater 5,4 �9: irtcludL completed operatiotu.irisurance; rdCDC C;f•�•`dERAL Ct:tIJliIl1UN5 l9I ll•8 tt J9ll EJitiut). WICI YOI FOR'r MLLI NS MODI GI CATIONS (REV 5.4.10. include contractual liability insurance covering CON LACTOR's indemnity obligations under p iragraphs 6.12,'6.16 find 631 through 6,33; 3.4;11 contain a provision or endorsement dint the coverage al%riled will not be cancelled. materially changed or r'eneWil refused until at least dtiity clays` prior .written notice has limn given to OWN1 R and CONTRACTOR and to cach,otheradditioml. insured identified in, the. Supplementary Conditionsto whom a certificate of insurance has been issued (and .the certificates of insurance furnished bv. the CONTRACTOR pursuant to paragaph.i.3.3 will' so provide); SAUL remain in effout at least instil firm(. payment and at all times thereafter when C�ON,1'1 CTOR.may be correcting; removing or replacing cleJective Work in accordance with paragraph 13; I Z,. and 5.4,13: with respect to completed operations insurance, and anry insurance coverage, written on a. claims -made basis, remain in etY&t for at least two :years Fitter final payment (and (;ONTRA(:FOlZ shall 'ftimi h• Qtl'NTR anti each: rkhcr.addifional insumd identified in the Sup)ilementary C,:onaitions to whom a certificate of •insumncc, has been issued evidence stfist5ctory to C1MER and .any such .additional insured of continuation of such Insurance at final payment and one year therentter). OWNER's Lidliihitylnsarancc• In addition to insurance required to be provided by CONTRACTOR under paragraph 5A, 01wF.R, at. MVJ, FTER's option, may 1iurch4sc and maintain at 15W\riR's,expense OV NWER's owri .liability, insurancz. as tall prptect OWivTR against claims,W&h may aria: f-iuti operaticnq,underthe Contract Documents. Propernp Id urance: a f --[jnlcss-othertrisa-jxovided in -the, 4tip6!ementary �onditior►s,--F):6VtiTrlt shell-pur�nse-rani-maintCtiri of-Ufa--full-reklaceaienF-coSF--thi't di�f- (subject-to-51rc11 ded uiible--amounts--its-may-ba-ptoviElael- in-Uha Supplementary - Gonditivns-or.-require4-by-laws-and Rau lotions): -Phis-i►tsurttrwa•shall= 5:6-1—include•—Ffie---intrresls—ui`—C�WxylEl�: r�rQ'£�p:PiGDIBB { ; 4k R's taswtaftts and any elk a err as of entities-iclentif irci-in-the-Supplementarwtuonditioris .each,oC-wham-is;dented•to•fiAvr�airvtsurable-interrst ttnil-stitll�lia•list.�l�rts dn-.instiracl•c�-adeiitionHl utsurrd= :6:?-6C•'1VIillCn-(in•"ft^13W1EICt'S-'1�LSk= "all:'-fl:ik^^('7F. c�itst-fxst3l-car �+esial-seFtses�leY:-policy--f�i-lhttt 4iltg et k f'>i-physkal=le,s-Of eiarreto the Werk. temwa> k EffW OF - st flan-tallevv'it perils: Ara,, liehttting, a .- added c;�ue�rAgr,-- thafi-Fnri�iaf isnt-ttn�i--ntn{iciwswn�i$c{iief; debris-retHHYdi-d m6lifion weasie of Laws and Regul4tibn- QR,.-ao:,its-RtiEf st+shrtls' as MHt L , sisA�y-r.:�{uirir-�ttp�kAteAtAry-�oaditierLs, >.i5-3-include-•e.�ttxnsrs•�incurrrEl�• in--ihexctptiir-Tor. raplArament•of any•utsurzEl-lie,}�Zrt�(irw{t>tlin�•k�utihit litit3te4-te -Ems__ and uhames--4 angmetTs--iind RfGhItCEi49�:. _ 5:-caveFtrrAtiriel5 irniluignaeitstarc�d et Eiris sites ur et-Another-fESEnticxt ihahwas ngrzrd-terin writing by . a Is Find ded-t6t-SH6il-t}tf:teFl-cYjtilj3ii}e}it- jmvihave-been inB{adad-in-arrr rt - - E-r2eeiRlf►T@rleldd by-F�'ti6 L�tl�llr. RtXt • _ ... Fi be itiAttrtitinyd int et%st-untie {irtAl pAy[nent is made Unles. --- •..-- !`l1,Ri-TD •fir"•TrIT? $.::tTTL'C4 _..;4h th+��cdny�writtert-xFitis�to�nsh-otheFA�dittonAl iitsiued ter w1,Extr +% c rt i• has beet[ issued 3-:�.FZW xT -R= sltelase find aintai ", n `„-be* tend-maehinar-v-ins4ak' ?r At#titiOttttl open ty-ir�.�t ww Rs ntRy-Ih: reyttirecl4l ilte Sul�plententAry �othtitiore;-Eir fMW-it'c'ttitttiNti3-ii`iit�'li-tPtil-tfieitlEi< t�}4WI#�l��cAl�l=r''x-c•�'�ii-.Salx��At;o2i�,�- ��'iEil�tF'•F'sl� 14 rIW:I H#s E t3ttsaltAnts At�d.Anne athaFf�ersrsns or h6ties identified in uhO Caneaeh-44h4ni .t$EIeeme(40-lt8ix2-AfT-tnSiif6bleintewsvand . Wl-be4istcaas, �AIT•itLSElydd•t3F AdtiltiiF)Ftal-4n.4iki'cL �--apt}x-politirs••E3F-ittstitst�a- f Attd -Eh�r� rFtc�titi:-cfr hes-w idatis thar €j raituiradI4a-w-_puwhRfer} nd mairittrined-hy GJW�iFIZ in•n�sordRnsa-with pilint= Rwhs-;:F and `:4 :rill i entdriEt tt Pr"aisir-,r- Acicir�frient-thRt-tHc ,coverage-niForded�will_ not-l�e--win4alled-or materially cliiin�e! uC-Feri�wnl�refusai�tintil•nt~I?est.,thirtvEiny�-liror writ[en--rtOtiee--hasx•-l�zen--givtrt--•to--.tJW�13E1�--•And. GG?cFF RA4_'-T-GR-An4-ter eaeb-etlief: adel;tiertMl-insto'e4is whom- 'heen-issued.ariil-will c?onta in-..-.-waiver--pruvw.isiotls--ln—acetrda nce--with- ��trbrAph�-4,1- :9. OIVNER .shall not be- responsble lix purchasing and maintaining any property insurahee to prolect the interests of CONT16,\G`TM Subcontractors or others in t#i\ c>Flrie tlt�+ e�itant taf-any -dadtwEibla Atneirnts tlut6 Are identifies[-in-tha=Supplementary-,,C-unditions.. Thit- risk -of less-wii#riri-5•ttsh-ic�ant+FinE1-i�telaetib{a{imai,nt-will=lx+-herrte eta-er-Eit hiYn-sulli=rir3g-tYny .such=toes-nnd�i C-Any-O�lhem-wishes-Ptepeny+-insurA ncd i�vrrA�e-;ts�ithirrlht-•limits-Esf-,sueh*iimounts, .rxcfr -mAy purchase-Emet:ntainiHri �iF ett�lhe+liurc}inses�s:own;a�e+iisa. s-1(F:�--•-l1=GU`Jlittl��1•Ul rryur9ts-in-writirt=`-ihel•ollirG s�nsiAl-t�trstrls2-lie=irtAla�il-sir+-the-prEtpet{y�-irL�irttnsr pal;sets-�auiJacE-under-pRta�aplis�-Or--t:��\4'NZ� 4hAl-t�pevik�lr-irtelade-h =insa and the' a •eke . ' _ :'•F�F��4,hy-•tgpri�riRtr. C hanga Pydar Fr-1ltu n_ Amendment brier- t -) EjCDi: ciENEiRi�I;:GUNL?iTliih`5:1.91 R-ii. j lylQ Etlitiinl tJ! @'1'L1` OG.FOR'I'.;'YILLIN5!4tc�l]IL[CA'[iONS QttiV:dltn043} ixtninierxeitt�tit-.3f'•th_e-GYi�rl nWttia•sita=(1V�I�I�-sltRll-iEt "Ulfig-R [ whetter r-not sNeh-fgr insllmm-e-li n-pr{aC-Ui4Ef-!cF= Z-44—4kitiver-~si� 5-1 E=M-i 01,- ER Anil �E11%f 12�CTGil2 intend>thAt Al! policias-lurchasad-in•asccxtlansa-with•pAmgnit+Fisa:t� n GGIS4-R nrr s�nx�ca_�x c�cvr Jubcontraet�xs tsNE}IivEtsl — �1UIt E6h's 'be, iilie &ipplatner�tix'�-^�'itiEfns=►e-{istetl-As insaieds-iiF- AdciitiE,nAl-insuFeds-in-sash-�1 ieirs-And will-pre�t�Rx;i- (else-eind dnniA- eRased bertha Perils -sac red-tharabv-m Si32ii•fttiliLfa-45i1a ,. _ .. . t Fkw awn[ BF�ity�ntnF of xr-Iess-e . nge-the iiisarers wi4l lta ai rights o�reeav y Again;i-tinyw.. iiu,we s uF ad- tic�nti1-irtscireds-tkti�aande� iigAi+3st-aRelr-a!#tct=-Rntl-Flieif-retina--a€ticrrs; dirasti�es--entpleyees-i}nd baths > All ssa AtiEl Elttiriegir�l-bye ii+;tsirt�-Etttt-i�F�re�#4c+ii�-Frain. Rity eF-dta-f+e� is-�Ouared ley-stacL PakeieS and 861. at#ier-�r�ett�i+rai�a-a}tt�fienble-ta•tlie•=littx-lreriik trj-rr�itoi�-tva+te-irll--�uzlr----rigl3t•;-�i�ntnat a[�ee fhRcto be 9sled-fts, tftr —1 r4�i}31 R �rI FFsI;�s C:tliLsultRFlt�And•a{1 cithaFparse}nti-cx antities•identifiad insuwels Ex eclditiE,itAla+zstircds trrtdar sash t�alicies Far l se- and damages-.rr-aused Mwio o r Al3ava ffkffftwHfvers-:Jittll--eK{eiid-ta-EMH-FighLS-tkiat--Rriy--Ixirty )-ltRYa-tA-i.}-I'Wei'2Ei9--Nl. I, fiisaE#i#ie^ ..lac-„c h), �"•r•`1�,'-�•., rx v�.�„-e^[ftOPttiaSC �Yaynbl e• undeFany=lx�l icy-so-issueEL• against GONT[t!\�fC7R .SiiEx ntrRctEirs- EI E:Hat� EPC N _R,-GOfiSU titNS tend -thy otfieem-,direetom-employ ees nnd-agents-�3FRiiv=•c f them; for �.l l.^_.!: 1e39 due liwsirteas itit2rrttpticjrt-lam if'--use-.�t�•otheF-cartseyuentafl I-lix1tiW ixtrridiite beyonal directµ•ph s"iurk-lo_cs-or-•-darnag�--to ErE,rrty or-'t}tz-F4'Efilc ESAad-bv;,. artsuta 06F•u€ot-re5tdting 1'ioiti-tire Est i�tltet aril; tvfirthtir-.E,r-nEit-inrutticl=6}�(�1•�I'>�12„and S.l-1loss-ot=-da [trey-insarArwcett �elisy-tttit+itteined-ram.-err irai�' w^veng an 6". ,-eIHFa.H -NFEE?listClth'neetr l-i(jSs-rC(c'ffl'El-(9-ire-li}iii. ref a. •Attli 11 Mall eantAinrt�reat�isiei t:runt tltAt Ire -tire+ ewrn4-ci[ pa}nrc055Z fiw-er sc?nsc aantini'f.e�xi•,, :-eTS-lti il�ha•ye nP�i•••• ••'• nece,wery- against anv-of-C(-)N rR-A(;:rC)R,-SubcuntiacIors, lteRts-find the 0 cem dttEcs etnok�yers a ma-. Receipt andApplication.oflnutranee Proceeds: 5:13.. Any insured, loss under the: policies of insurance xequirecl by partgmphs5A and 5.7 will be adjusted with ,OWNLR and -made payable to-O4V`TDZ as,fiduciary for the insureds as. their interests may appear. •subjectAo. the requirements of .any frriplicable mortgage clause and of paragraph 5.11 OWNER. shall deposit in a separate account any money so• received, and shall. distribute it in .accordance with such agreement. as the parties in intettst may reach. If no other special agreement is.renched the damage Wort: shall Ia reparrcdor replaced, the moncys.so .received applied on account thereof and the Work and the -cost thereof covered by an appropriate Change Order or Written Amendment. 5.11 OkVINER as fiduciary shall have power to adjust and settle any' Im °with the .insurers unless one of. the parties in interest shall object in writing. within tiftccn days after the, occurrence ofloss to O1V[�1ElR'scercise of :this NN.ver. if such objection be made, ()tVNF.R as fiduciary shall make scttleritent with the insurers in accordance with sucJi agreement as the parties'in interest may reach. If no .such agreement among the parties in interest is reached. ONV'NER as fiduciary shall adjust and settle the loss with -the insurers mwlr4f-rec{trifed-iR- Wit, t -lay a+a} paFt}-+ra -interest r•�--rW;;'k".. ticlaoiet} shall gave-hnRc fee -the p'r41p@f-t7NFtfirR}aRC2-At-6,t}6h:EEkNic 5. Acceptance ofBandcandlnsurwice; 0ptimi:to Replace; S I d, CT` efiltzt- flrx�} fF}6WNEK-c �- o'T. ��T?li j C)\VNFR`has any objection to the ddvcragc atiicnded by or other provisions ofthe _Qork6or insurance required to he purchased .and maintained by the cith�!AY CONTR\CTOR in accordance with Article 5 on the basis �of non-conf6imance with the Contract Docitire ttss, the objecting-partyshall-strnetifa-the•other•parivO_\�'NvLRR will not' ` CONTRACT Q[Z jn writing a'it}tin ten bitten days .44.r recaipt dcliacry of the certificates (or-other-ev-idance requested) to \k_'�L73�as required by paragraph 2.7. or -remedy -the -other pf[rt5�mtty�-erect-tti-ubtairr-ayuivalrrtl Lurrtls�or•=insuran<Y-tu°protect such•other;party's-interzsts•at ttiN-axpein� uF[he-putty-�vho�was,reuluired:w=proi�ide-such sNvaRtw-ttrrl a Fharrr she C�ontraci�Yric�ewtxdingly�: Partial Ulffi;adon-PrupertyTnsurrurce: 5.15. ff :CAV-NER finds it necessary to occupy or,use a portion or portions of the Work prior to Substantial EJGQGGFTdErt.•tL (;(iiJt11T1C�ry I'110-tS.f I')yll Etbticril w`!-CI�IY OF l�0[ZT GY.1LLl td5 �IC7Dn�ICrtfIONS IftiSV b2000! Coittpletion of all the; \4ork, such use or. occupancy may be •accomplished in accordance with paragaph l },10; PProvided that no such use or occupancy shall. commence before the insurers pr6viding the property insurance haVi. acknuwlcdged notice thereof and in wdtin= effecwYl any chapges in. coverage- necessitated thereln•; The insurers providing the property insurance shall consent by endorsement on the policy or policies; but the property •imuni ice shall not be cancelled or permitted to lapse 6h account of any such partial use or occupancy,. rhl2 VICC;E: 64.UN'I'RACTOR1S ,RESPOiiiSIBILITI ES Supen•icion and.%perintendence: 6.-1. C ONTRAC OIZ shall supervise, insspcct :end direct. the Work competently aitd efficiently, devoting such attention thereto and' applying_ such `skills and expertise as may lid necessary to perform the Work. in accordance with the Contract lJocuntents: C�(?N'I'RAC"CC)Rshall ha si�lciy responsihle for thc,means, inrthud _ tcctinigges, tscquenccs and, procedures . of construction. but CQNTRACI'(JR shall not hc-responsible for the- negligence of others in the design or spedification of a specific mcans. method, tei hdique, sequence or procedure of.coristruction which is.shown or indicated in find expressly required by the Contract Document& CONTRACTOR shall 'he responsible to see that the completed Work, complies accurately with 'the- Contract Oocumcnts. (i:2, COi,TTRACTOk siiit4 keep on the Work at all Limes during its progress a competent resident superinten&t it, who shall: not be replaced w ithout written notice to OkWNMR• and "EiG114EER. except under cxtrnordinuary circumstances, The superintendent will he CCh:T12R\CTUR's.represeptitive at the site and.shttll hkive authority to act on 'behalf, of CONTRA&CJR All coutmunications to the superintendent shall be as binding, as it given to•C0NTR\C.TOR, Labor, AlaterihIs and Equipment.: 6.3. CONTRACTOR shrill pro�vida competent, suitably qualified personnel to survey, lay cut and construct, the Work as required by the Contract Documents- CONTRACTOR shall at all times -maintain good disc.pline. and order at the site. Except as otherwise royuirecl [or the safely or protection of persons -or the Work or property :at the site - or adjaOent thereto., and except Us,othenvise, indicated"in the Contract Documents, all Work at the site shall be performed during regular. .working hours and C01\1TR CTOR \gill ,hot permit overtime, work -or the performance of. Work on Saturday;. Sunday or any legal holiday wiihout OWNI gk's. written consent° given after prior written notice to CNGI_TIEER: CONTRAGTOR.shall submit requests to.the: ENGINEER no less than 38 hours in advance of any Work to be performed on Saturday, Sunday. H6li6vs or outside. the Rcaul arWork ina Hours. 6.4, 1litlrss othernvise specified in the General Requirements, CONTIZ-ACTOR shall furnish and ,assume Cull responsibility for all materials, equipment, labor.. transportation, construction equipment and machinery, tools, appliances, fuel power. light. heat. telephone, water: r facilities find incidentar-, necessary for the furnishing: performartce, testing start-up and completion of tie Work. 6.4.1. l'urchasinc Restrictions: CONTRAC."1'OR must comply with the City's purchasint restriction- .A copvof the resolutions are ayailable ,for review'in the offices of the Purchasing and Risk Management Division or the Citv Clerk's office: 6.4:2. Cement Restrictions:, Cit' of Fort- Collins. Resolution 91-1? l require•.; that suppliers.and producers of cement or products_ containing cement ta) ccrtifv,that. the cement was not made in cement kilns, that• bum hazardous waste as a'. fuel: 6.5; All mated-61s -and equipment shall be ol" 9&A equality and new, except as otherwise provided in the (contract 'Document-,. All warranties And guarantee specifically callccffor'hythe, Specifications shall expressly. run.to tltc bLneFwof OWNT,R_ Tf r6g6ircd t*,,FNCjFl TFF.R, C()N1 RAC -TOR shall fumish :satisfactory evidence (including reports .of required tests) its• io the kind, and. qualit, of fnatenats and equipment. :ill materials and .equipment drill .be applied;: installed, -connected, erected;, used, cleaned and conditioned in accordance with instructions of floe at plicahlc Supplier, ;except as otlicrwise .provided'iit the C,ontrtct DOCURIC IM. Progreev &hedule: G.(i, CONTRACTOR shall adhere to the progress, . cChedule.establislled in accordwice with. [erngraph,2.9 as it may be vdf listed ffom time, to time'as provided below; 64,1. CONTRACTOR shall mbinit to GNG@TLGR for acceptance (to the extent indicated in paragraph 19) proposed adjustments in the, pfogr ms schedule thatwill not change'the Contract. Time. (or �Glestonesj 3urh adustments will •axtform generally to Lhe progress schedule then in effect and additionally will comply witli any provisions• of the• General Requirements applicable thereto. -0.6- . Proposed adjustments in the-pr,,Vess scheduleMil that twill change the Contract Times (or "ones) shall be submitted in accordance •withthe requirements of �rartgraph 12.1- Such adjustments may only be, mach. by a Change Order or Written , nwridmcrit in accordance with Article 12- 6.7; Substitutaand "Or-Egpat" Items: ,6.7,1. Whenever an item of inuterial or cquipment is specified or described'in the Contract. Documents by using the rutme of a proprietary item or the name of a particular Supplier. the specification or,description is untended to, establish the typo;, functipn and quality required f3nless..the specification, or description EJCDCG NFR% CONDITIONS'19Irr-S11lJI)Edtiml • w/C.IlYOF'MurCOLLINSMODIFICATIONSOWY4Ii000) eon*rts wis lot lowed. by wot-4�readipg thatno Lithe; equivalent or "or -equal" item or no substitution is permitted: other items of material or equipment. or iriSLertal Of equipment 6f -other Suppliers may- be. accepted by 'ENGINEER under 'the fol6virg circumst1nces, 6,7,1.1. 'Or -Equal": If in ENGINBTR's; We discretion an item of inaterial or equipment proposed by CON1:12.AG'TOR. is furtctibnauy equal io.lhat named.and sufLciently.siniil_ir so that. nochange.in relaied 1�vlvavill be required; it may be considered by hINGfN1 1=R as -on "or -equal!' item, in which case. review and apprpyal of the proposed item may;, in F NGiNEt;R'-,' sole dikcretion, he acconiplislied Without compliance with some or all of the requirements, for acceptance of proposed•suhstitute items: 6.7,.1.2. Substitute. !tens: If in'ENOINEER's sole Discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an''or-equal" item tinder subparagraph 6.7,1 a, -it will be considered a lroposed substitute item. (_'ON':I7rO , RA(R shall submit sufficient information as provided below to allow FI`(UNFFRto>dctcnninc:that ,the item of material orcquipment propcmd is essentially equivalent to that named -and an acceptable -substitute therefor. The pr6cedtire•forreview by the, ENG1'YLER will irielude the following as`supplcmcnted in the General Requirements and as F.NC.INIEW may; dccidc is appropriate under the circumstances,. Requests .for review of proposed substitute items of material or equipment will riot be accepted by F.NGTIATFF,R from• anyone, other than CONTRACTOR If CO1NTRr1('TO[, wishes to fU6iish or use a substitute item of material or equipmznL _t=ONTRNCTOR shall first make %written applic4tiGh to LNONMER for•.acceptancc thereof; ceni lying. t hat the proposed subtw stitute ill perform adequately the functioiis and achieve the results called for by the general'desigri. be aim ilar. in substance to.that specified and be suited to the. same use asthat specified. The application will state the. extent, if' any: to which the,•evaluation and acceptance of ,the proposed substitute -Will prejudice CONTR kC—TOR's achievement of Substantial Completion: on time, whether or not ac eptance of the substitute for 'use in the Work will require a eliange ui any of the Contract Documents (or in the provision.-, of any other direct contract. with -OWNER for work on the, Project) to •slept the. design to the proposed substitute and whether or not incorpor-Ation or use of the substitute in connection with the Work- is subject to payment of any license fee or royalty. rUl variations of the proposed substitute from that specified will be:'identilied' in the, apphcaiion and awailubfe maintenance ri-pair and replacement service will be indicated The application will also contain an itemized estimate, of all costs or credits that wili result directly or indirectly from acceptance o such substitute, including .costs of redesi�i and claims of: other contractors affected by the :msult:ing change., all .of which will be CONTTRe\CTOR shall perform not less than 20 considered by ENG IN-EL'R in .ewiluating. the percent of. the Work with its own fdrees Ghat is proposed substitute. ENGIIv'EER .may require without subcontiactinaa). The _1J petrermt rr�cuirrmrnt CC)NTRACTOR ,to furriish additional data about shall be understood �to"refer to the Work the value of the proposed substitute. which totals n6t less than 217 percenVof the Contract Price. 6.7,1.3_ C 0j%rM9(_70R's Expense.• All data to be provided by CONTRt\GTOR. in support of any 6:8.1 Biddind proposed "or equal" or substitute 'item will be at DoeumrnL; re_qutre _ the identity of certain CUN'f1LAC'CC?l'�; e.tpense. Subcontractors Suppliers .or other persbns or. organizaitians (includin; those.e. who -are to famish the Sie, Clbslinrlonstntctia7 Uelhoits or principal items. of materials or equipment) to be F'rocediire 1f a specific ,means, method, technique, submitted to OWNER in-advance-of�the-specified sequence or procedure; of construction is sh6wia or elate prior to the EflectiVe Date of the Agreement for cated in and expressly required. by the Contract acceptance by ()4Vi� R and Ei`1GINB8K_—and--ii' DocuniC,nt, CEaN t2Ac�1.c�R, may famish or utili'>,c a substitute ,means; method. lechniquo, sequence or, ttessrdartc with--the­SuWeraentwt y—C-ortclitiopts. : procedure .of construction acceptable to ENGINEER. OWNER's or ENGINEF'R's acceptance (either in C.UNACTOR shall submit sufficient information to writinge wor by failing t6 make, objection thereto allow- ENW,INRI.W in ENR; NFF,i; s stile discretion, to by the data indicated far acceptance or objcction in determine: that the substitute proposed is cquivalent to the bidding doc:uments.or the Contract Documents) of, that exotessly called for by the (�bntraiit Documehm. any-sash-Subsentractof_su pl;e�r of#er fxrsdn er The procedure 'for review by ENGINEER will he Fif vpi:,._ .evaked-tBR the similar to that provided in subparagraph [i,7.1.-, . hasi­ ef rl_lz ebjreiie�str du�iregtigatiat - iti--4VF•;..vr�'r,£ic'.�C'01 4•c'1 L� Ar�i"•1��LY�_�,.M.. Itmri—.Ralimit an C> 7 �..EngirretWs Evgluelion: FNIOMrEFR. will he Fici—su}isti#it iIlz Ef»ttrtteg:-PFiPe'will MiOwed a rcasdriable time within which to evaluate adjusted -by 41>e diffffetisa-iri-flw- rt-eeettsie�by each proposal or submittal, mode pursuant to such-suhstitutian-toad-an-aliprapriate Cltnnga t?rder paragraphs.6.7,1.2and.6.7:2. L•NGLNEERWillbethe urd t4-lVti . �111 stile- judge of acceptahility. No "'iir equal" or constitute a condition ofthe(ontract' requi ins the suhttirute will he ordercgt'installed or utilized without use af. they.named':suhcontractors; _suppliers or other F.:41t3fNEER's prior written ar`caPtance which will lie Nrsons or or�aniismtion on the 'Work' unless Prior evidenced, by either,a k-%ange. order• or an approved written,-approyil is obtained &an OWNER and Shop 1,?rawing. Q1Vh1 K. tray require Ei�IG1NE R_ No acccptaticc by OW�1F."".I- or CONTRACTOR to famish at MN7RACTOR's ENGINEFR of any such Subt:nntmctor, Supplier or ex rtSt a special pertiirm nce, guarentee or other other pzrsein �x organiumtiuu. shall crnstitute.a waiver svri nr with respect to any"or-c;qual" or substitute, of •any tight of .O\VNFR or I,"NGINFERto reject �GL!ZER will record' tune required by defeetnle Work. ENGINEER �ancl '.ENGINELft's- Cor&iWints in evaluatuig, substitutes proposed .or submitted by 6.9. (_'nNRt\CTOR.pursuant to paragraphs 6,7,1? and 6.7.2 and in making• changes in the ContrJCt 6.9.1. coNTRACrOR Shall be fully resportsmblr to Doctmients-(or in the provisions of any,other direct OWNER -and ENGI17ECR for all idtsand omissions contract. with. 01vW M for work on the Project) of (lie SuheontmMorq -Suppliers. aild .other persiorls cn;ynsioned thereby, Whether. -or not ENG iKEER and organizatioitc pertorni ing-.or furbishing any of the accepts H substitute- item 4) proposed or submitted by Work iitidar a clirzet or indirei t contract with CONTRi\("TbR, C6NTRICCTOR shall reimbutxe C6NfRACTOR. just asl C611M:1CTDR is OWNER for the: charges of. ENGWEER :ind responsible for CONTRr\C.TOR's own acts and ENG N=- 's Consultants for evaluating each such omissions.. iNothing in the Contract Docamenis shall proposed substitute item: create for the, benefit of ;any such Subcontractor: Supplier or `other Person or organ nation I= & Concernutg, Stibcwtrracturs. Suppliers and contractual relationship between OWNER or Uthers: ENGINEER any such -Subcontractor, Supplier or other person or orgunizalion,. nor shall it ,create. any, 6_8.I. CONiTRt\GfOR shall not employ arty: obliption•on the part of t?\1N R orEN N6ER to 'Subcontractor,, Supplier or. other,personor ortranizaation pay or to see to the payment of'any moneys due any including those: acceptable to OW -R and, Stich Subcontractor, Supplier or other Person or ENGINE Ras indicated is para�aph 6.8:3); whethc� organizauon except as m.zy, otherwise be required by inilially or:as a substitute, against whom &M'41 k or. Luws and Regulations, C3WNER or L'*NlGf&fr ER may L"i 1GINl) R may- have reasonable objection. furnish to:any subcbntrector, supplier or other person CON-MACTOR.shall not be required to employ any or organization evidence .of amounts paid to Subcontractor: Supplier or other, person or organization 'CONTRACTOP- in accordance with to furnish or perform any of the Work,agai t whom CONI RAC7OR'S "Applications. for Payment". (ONTk,Arrop, has. reasonable objection. E�Guc;cJF�ER1I tGNLmITIONSt�tU8.119hpEctiticn) 13. W/ CITYOF FOWFCOLLIINSMODa7CATIONS iRLVJRrAI0) 69,1, 'CQ1N-CPvk(:_70R shall he x)lely responsible for sc hedulirtg and ca rdinaiting the Work% of Subcontractors, Suppliers and other Persons and ofganiantions pafbrming, or furnishing any of the Work under a .direct .or indirect conuaci with C'ON' RAC OR shall require all Subcontractors; Suppliers and such otherpersons and cirgariizaticns, perfgnninb or fue.riishiiL, any of the Woik to communicate with the ENN0Mi R through GONTR AC, l'OR. 6.14,. The divisions and sections of the Specifictitions and, the identifications of any Qm%yin&is shall not control CONTRACTOR in clividing the Work among Suhcontractors or Suppliers..or delineating the Work to be pc!tprm6d by any specific trade, .611. All. Work peribmied fbr CONTRACTOR hy• a Subcuntrlctor or Supplier will be pursuant to an -ap'hetween C:)N",rRA:T0ptand the _s Subcontractor or Supplier which specifically binds the. Subcontractor or Supplier to the applicable terms and conditions of the C'ontrtct Documents, for the benefit of s"Mtewf,:yer t'c* t_ l ;, I Hy-�e—StiEte&vfAetar-err Patent Fees and Rt�lwlties 6.12, CQTJTR.AC:TCIR shall Pay all license. fees and royalties and assume all casts incident to� the use in the perkrmance of the Work or the incorporation in the Wort: of. any invention; design proses, product or device which is'the ,sutject of patent rig}tr, or copyrights held by others. ![;I particular invention_ dxsigm process, product or iitvice is specified in the .ConU`act Docunleants for use in the perfcarmance of the: Work and if tti the actualknowledge of 0WN'ER or.11NONE P, its use is -subject to patent rights -or.copyrig" ktltiii for the payment'ofryny license fee or .royalty, to others, the existence (if such rights shall be •disclosed by'OWNER' in the C�ontrsct'Documents. To the fullest .extent prrntitted by Laws and Regulations. CON?TRaC.TOR, shall indemnify and hold harmless OWNER -.ENGINEER, ENGINE ER:s C'.onsul►cuits and the officers„ directors, zmplo_yves, agents and other consultants of each and any,of them from and against all claims,cclsts, losses and damages .arising out of.gr resulting from any infringement of patent rights or copyrights incident to the 'ttse in the performance of the. Work or, restlting from the incorporation in the Work of any invention, design, process:. product or device not specified in the. Contract Documents. EljcD C:e.1NE\L,coi4Di'n1k7Ns'tc)iIt-Nt1lw.E(utim) w! U1Y OF Mir COLLINS MODIFICATIONS O(EV .1/ 000) Perm it$.' 6,13. Ltnlcss otherwise provided in the Supplementary Conditions CCRN.rrRACTOfZ shall'o_htam' and pay for,all .construction permits and licenses. OWI�IER'shall assist ('0,%fVRAC:'I'(A, when necesn ,'- in obtainin such permits and licenses: CONTRACTOR shall pay all governaldhtal charges and .inspection fees necessary .for the prosecution of the Work -, ,which are applicable at the _lime- 01 a. riing LaC."l3isl .sir, if there are no t3ids, -on the Effective Nte of the. e�nient CONTRACTOR shalt pay,:all charges of utility owners 'for corince6ons to the Work, and OWIN,LK"shall pny all charges of such utility owners for capital costs related thereto such as plant investment fees. 4l4. LawvandRegailadons, 6.1.4.1. C oim'RA( :`l'Uk shall give all notices and Simply"with all Laws and Regulations applicable to Curnishing and performance of the Work. Except where otherwise z�-pr6sssly required fay applicable La% ss and Regulations; neither M`I ER .nor F31400N ER shall be .responsible for monitoring MNfRAC'MR's compliance with ' any Laws. or Rghulation:& 6.142. If C(.)NTR-:1C;'roR perfbrins any Work khowing or having reason to know that it is contrary to I;aws or Regulation (',ON'CRA(.RC)R. shall Bear all claims; costs. losses and damages .caused by arising.out of or resulting, therefrom;' however, it shall not be CONTR)ICTOR's primitry .respo sibility to make certain that the Spec itieagons and' 1) awings.are 'in accordanx: with Laws and Regulations, but ihis shall not. relieve CONTRACTOR of CC)NTRAC'fOR's obligptions under partgraiih 3.3.2, Tares: 6,15. CONTRACTOR shiill lily, all sales, aims nitr, use Find other similar taxes required to be paid by ['0N 'R NGT0R in accorchrice, with the Laws and Regulations of the Plug: of the. project wliich are applicable during the,performance of the Work. 6.1 5.1. OWNER. is exeiiipt fr6fri Colorado State and local sales. and usetaxes on materials to be permanently inKorgorated'into lkc project 3sid [axes 4ial]Lnot be included to the. Contract Price: Address: Colorado Department of Revenue .State Capital Annex 137.5:Sherman Street Denver! Colorado_ 80261 ~ales and Use Tales for the State of Colorado. Regional Transportation District. fRTD) and certain Colorado, counties are collected by the State. of Colorado and are included in the Certification of E±xemptton. All appliWblc Sales and .Use Taxes (including State collected taxes), on anv',items other than. construed on and building materials physically incoEMrated into the protect are to be paid by CONTRACTOR and are to be included inappropriate bid items. Use pf, Premises:. &K CONTRACZTOt, shall t:onfric construction equipment, the stomge. Of materials and equipment and the operations of workers to the site and land and areas identified in arid.petmiued by 'the Contract Documents and other land and. areas permitted by l:awsand Regulations, rights-cif.way,. liermits and .cascmcrits, and shall nit unreasonably encumber the premises with construction equipment or other materials or equipment. -CONT.R\CTC)R shall assume hill responsibility for any damage to any such land or area: or to the. owner or. ,occupant thereof, or of any adjacmf land or'areas: resulting from the pertimiatice of the Work. 'Should any cleun be made by -any-such owner or occupant hecatisc of the performance of the Work,,(-'ON'I'RA(.",FOP,slmll promptly sixtle with such- other party by negotiation or otherwise restilve the elaitn,by-tu-bitration.or.other dispute resolution prpeccoing or at low. (7()iNTRAC'ro k,,shall, to the tullcst extent permitted by laws and Regulations, indcninify and hold harmless OWNIU' I?7GliVEEFLNGL1TEER's Consultant and anyone- directly 6r indirectly employed by any of them 6om, and against all clai s..eosts, losses and (himages ai sing out of or' resulting from any claim or actim legal or equitable, broughtby any such owner or e)aut+ant do, inst (Nf fER 'LNGJNE-ER.or any other party indemnified hereunder to the extent -caused by or based upon COINTR\CTOR's•performance of the Work. 6.17, During the progress of the %Vo k..CONTRACTOR . bhrtll keep the premises free from accumulations of waste materials, nebbish and other 'debris- resulting from the Worlc_ At the. completion of the Work C.Oi 171LACTOR shall remove all waste materials; rubbish and debris from and about,the premises as well as all'tools, appliances Wnsfruction equipment -arid machinery and surplus materials. t,ONTRAC,,rbR.shall leave the site clean and ready for occupancy by OWNER at Substantial -Completion of the Work. CONTRACTOR shall" restore to oriWri. condition all property. not desigriawd for alteration liy the � oritract Docum ants. 6.18. CONTRACTOR shall not load nor, permit any part o[ any struc--turc, to be. loathed in any manner that Will endanger the strudure: nor. shall CONTRACTOR subject any part of the Work or adjacent ,property to -stresses or pressures that will endanger it. Reeord ncxumenrr hdCDC. ()Q%'ERAL CONDITIONS 01040 99t) f 1 ilim) W1 CITY 01; FOf(T COLLINS MODI Ft CATIONS (REV 4POW) 6:19. COtiTiZA :TOR sli all matnmin to a rife, place at the site one record copy,ofall Drawings, Specifications, Addenda,.'Written nizndments. Change Orders. "fork Chanee Oirec6ves, Field Ordersand written interpretations and clarifications (issued pursuant to paregrsph 9.�) in: coos" order and . annotated to .show all` changes. made during constntction These. Tecord documents tivether with all .approves" Samples and a counterlart of :all' approved Shop Drawings will be available to:ENGLNEER for reference. Upon completion of the. Work, and prior to release of final payment, these record documents: Samples and Shop -Drawings will be delivered to ENG113.EER 1'orOWNF:R. Safety and Prol.pelian:. 6:20. CONTR.At_"l'OR shall be responsible, for .initiating, maintaining and .supervising all; sateiy precautions and programs in c.o'mection wall the Work. CC7N'1'RA(: I'OR•shall take all necessary precautions for the safety of. arttt "It provide the necessary protection to prevent damage_ injury or loss to: 6,2.01., all persoms on, the Work'site ear who may be affected by the 1Vork; 6.21Q.1. all,the Work and materials andAuipntenttd be--. incorliorated therein; whether in storage on or off the site: and 6_10—L other -.property at the sits or adjacent thereto; .including trees, shrubs. lawns, walks,, pavements; roadways, 'structures utilities aid •Uridergrputul Facilities not designated for rcmo�,al- relocation or replacement m the course -of construction, CONTRAC,roR shall comply with all applicable Laws antl Regulations of any public body having jurisdiction Tor safety of parsons, or property or 'to 'protect them Yom damage, injury or loss-, and shall crec:t and maintain all neces&& y 5ateguards 'for such safety and protection. -CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may nftect them, and shall ccwpeinte with them i'n the protection, removal, relocation ithd replacement of their, property_ All dam ige; injury or loss to any propeity referred to in paragraphs 6 20.2 or 6:203 (7dsed, directly or indirectly, in.whole.or in part; by COIN TRACTOR, anv Subcontractor, Supplier or any other person or organization directly or indirectly emplt?j•ed by any of them to perform or fumish any of the Work or anyonefor'whose acts any of them may be liable. .shall be rem 'tidied by CONTRACTOR (Ckcept damage or loss attributable to thefault of Drawings or Specifications or to the -acts or omissions of C)"VN T-,R,or ENGLNELR or E1V ]WEER's Consultant.ur anyone, rn�ployetl by rmy of them or:anyone for whose acts any of them maybe liable, and not attributable., directly or, ind.ire*ctly; in whole or in part, to,the fault or negligence of C:ONTIt.AC OK' or any Subcontractor; Supplier or other pt:rson .or organization directly or indirectly employed by any of therri). G'C?NTR.,kQ'I'(•)R'a.duties and responsibilities for the satety and protexuon of the \fork shall continue. until such tittle. as all the Work is completed and ENIQI.NEER has issued a 15 notice to GMNj T R And CC)NTR:'AC TOR in accordance with parii*raph 14'] 3 •that the Work is. acc eplable (exxcept. as ot(ierwise• expressly provided in connection with Substa niia t`Ctmt pletion). :6.21. SaJerjr fleli> eseitmtivt!: CONTRtAC"1'OR shall desimite a qualifiM and etperienced safety representative at the site whose duties .and responsibilities shall be: the prevention of accidents and the maintaining and supiervising of safety preciutioree tact program. _ . , Ntizard Conrnrunicatiori.Prugrants- fi22, -CON.TRAC'L'OR shall be responsible for -coordinating any e.ehange.oCmaterial safety data sheets,or tither. ,hazard communication, intonnation. required to he, .made available to or exchanged behveen or among .employers it the site in' accordance with laws or Regulations. Emergencies: 621. In .cmcrgencics.affccting tlmc satciy or protection of persons or the Work or property tit the jit L oc'adjacint l R thereto, CON AC OR_ without special instruction or authori rnion.from OWNFR or FNC:TiiNT.FR,, is tibligatcd to act to prevent, threatecied' damage, injury or loss. C;(')NI'KAC-T(.)R shall give ENGINEER prompt written .notice if CONTRACTOR- 'believes that_ any significant changes :in the Work or variations from the Contract Documents Have been, caused therebb, If ENGINEER determines that a change in the Contract 131ocumenp; is required Ix,&iuse of the action taken by°CONTRAC3TOR• in response, to such on emergency. a Work Change Directive or Ghange C)rder will he issued to. document, the -wri equences of such action. .6,24. SholrDrawingsand Srrniplev: 6.14.1. CONTRACTOR' shall submit Shop Drawings to ENGI14130Z for revicw and approval in accordance with the, accepted. schedule• of Shop Drawings and Sample submittals (.see paragraph 2.9), All stlbmittaLs wall.be identified as EN'C7Lt,=-R-may. require and in the number of copies specified in ,the General. Requirements: The data shown.on the. Shop Drawings will be complete with respect. to quantities; ilimens.ions, specified performance and design criteria, mateTials and similar data to show ENI GMER the materials and equipment CONTRACTOR proposes to provide. and to ertablc:-GNTGCiRiEER to, review the information for the limited purposes rcctuired by paragraph 6.26. 6.24:2: C'ONTR:ACTOR-sh ll also submit Samples to LNGINEL•R for review .and approval to .accordance with said accepted •scluMule of Shop Drawings, and Sample. submittals., Each Sample will 'be identified clearly as to material. Supplier, pertinent data such as catalog numbers and the use for which 'intended. and otherwise as ENGrNTEER may •require to enable. FNGINH'Rk to review the submittal for .the limited EJCi)C:ULNERAL,CONDITIO.N3 191Q-8I1990Editim). w!UITOFFOwrCOLL1NSMODIFICXHONSj1tEV-tP Q(,Hl) purro5es. required by ptlratgnlph 6;26; The numbers of each,Snmple to be. submitiedwill=be as specified in the. Specifications. 6.2- Submittal Procedurev: 625.1. 1366re submitting; each, Shop Drawing, or Sarttple, CONITRACTOR• shall Have determined and vzrif wd' 625,1-1- tell field measurements, quantities, -dimensions sped Pied performance criteria; installation requirements. materials, catalog numbersand similar information with •respect thereto_. 6.25:1?. all materials with respect to intended use, fabrication; shipppping, handling,. storane, .•a,�;sembly, :and •installation pertairutae Co the licrforniancc.of the. Work , and 6.25.1.3. all ink* intion relative to CONTRAC;CC)f2:s sole -. "ponsibilitics in respect of metins, methods, technique sequences and procedures of construction and safety prccautioms .aiid programs incident thereto, CONTRACTOR shall also have. :reviewed and coordinated each Sloop Drawing cir Sample with other Shop Drawingq and Samples and with the -requirements of the Work and .the -Contract (Documents, 625.2- Fach submittal will bear a:stamp or•specitic written, indication that CONTRACTOR has satisfied CONITRACTOR's obligations under the. Contract Documcntswith resliect 1:6 CON'rR.4G3*dWS'rcview and approvaLof ftit submittal. 6.25:3. At the Time of each submission, CUNTR,\GTOR shalf give .ENGINE) it specific writtennotice of such variaficros.,if any, that the Shop Drawin_ or Sample submitted may have- front the requirements of the Contract Dpcuments,,sudi notice to lie- in .a written cammwmicntion separate from the submittal; and, in addition; shall cat'j-d' a _specific notation to be •made on each Shop Drawing and Sample submitted to LNI GR�rT ER for review and approval of each such variation. 6;26 ENGINFI R will review anti approve Shop Drawings andStmiples in accordance with the kliedute•of Shop Drawings and Sample submittals accepted by 04GINEER as required by paragraph? `_`i. MNGINTEER's review and approval will be only toidetennine if the items covered by the submittals will, alter installation or incorporation in the Work: conform, to the information given in the Contract Documents and be compa(ible with the design concept of the completed I?r6ject as 3 function nL, whole as indicated by the Contract Documents, ENGiNEER's review and approval will not extend to means, methods, technique sequences or procedures. of construction (except where a particular mettles methntJ technique, sequence or procedure of, construction is specifically and eepressly called for -by the 'Contract Documents) or to safety precautions or programs incident, thereto. .The review and approval of a. serrate item as such Nvill' not.indicate approval of the Hssemhly- in which. the- item functions. CONTRACTOR shall make corrections.reg6red by FNQfjN. iR, and shall .return the required number of corrected: copies of Shop DrHwings and submit as required new'Sampies for eeview and approval. CONTRACTOR shall direct specalcattention in writing to revisions other than the corrections called for by .ENGINEER on previous submittals. 6:"T. ENGINEER'S review and approval of. Shop pr IN s.or Samples shall not relieve CONTRACTOR front responsibility for any variation from the requirements oE.the Coronet Documents unless CC; N'RAC:I'OR has in writing wiled "ENGINI ER's attention to each such variation, at the time. of submission as required by pai-agraph 6,25.3 and BNG NEER, has ,Liven. 'written approval of each such variation by a specific written notation thcreofincotporated in or accompanying the Shop Thawing or Sample approval; nor will any approval by F-NE;INFhR relieve C0N.TkAM`(A. from responsibility for complying with -the requirements of Nra� ph 6.26.1 _ 6;28, Wlicrc a Shop pntwirag or Sample 'is required try ,the t. ontract Documents or the s6hcdiile. of Shoe Drawing and Sampic sulimissions acc oted by ,ENGINEER as .required by piaragrapli 29, any related Work performed prior to FNGNf:RR's review and approval of the.pertinent, submiml will hee at the.sole.e-\ rise and responsibility of C'ONNRAC -TOR. Can Mining the lVark. 6,29. CONT.RACTOTZ shall Garry on the Work and adhere t6 the: progress schedule, during, all disputes or. -disagreements with OWNER. No Work shall be. delayed or postponed pendine resolution -of any disputes or .disagreements, incept as permitted by paragraph 155 or im OWSTFsR :Ind CQNTRf\CTOR. inay otherwise agree ui -writin_. 639.. CONTRACTOR's. General i arraniv and Cugrnntze; ,5Jo.1, C(3Iv,TR.\CTOR ;warrants and guarantees to Mir1q , l 1GlNTGRanrl ENGINEER's Consultants that all Work will be in accordance with the Contract nocuntent, and. will nut N ckfactiv;': CONTRACTOR's warranty and guarantee hereurder excludes defects, or damage Mused by: 6;36A,.1. abuse, modi6tiation or. improper maintenance 'or operation by persons other than. CONTRACTOR - Subcontractors or Suppliers; or. 6.30.1.1 nuMal wear,and tear under normal usage•. 6.30;2. CONTRACTOR's.oblimticur•to perform and ciamplete the Work in accordance with the. :Contract - Documents shall be absolute. None of -the following will constitute an acceptance of Wort: that is not in E.iGDt; t;E»"�ER�IL �:Ci-`1t31T1 G[JS 1 Y I i�-8. t I l9V E�liticnt WtCITY 01;FORTCY)LL1NSNtODtt%1G.-x`hoNSi.REv•I2Ut)tli accordance with the ( oritract Doctintznts or a release of CONfRAC.TOR's obligation to perform the'Wprk in accordance-Mth the Contract Documents:: 6;30.2.1: observations:by EVG)1i iEER; 6,34 2.2, recommendation of any progress- or final payment byUNGINEER.. 630.2.3, the issuance of a certificate of Substiintiai Compleytm• or any payment by OWNER to CONITR.=iC:TOR under the, Contract Documents, 6 30,2- 4 - use or, occupancy of the Work,or any [cart thereof: by QWN6R; 6,30, ,: , , ,cceptance. by•C)WNtF or any failure to do so 6:30.2.6. any reyie}v and .pppro kil of, a Shop. Drawing or Sample submittal or the issuance OFF notice- f acceiKahili,ty by ENGINF R: pursuant to paragraph 1 4: I ; 6 30,17, any ,inspection; .�,st or .approval by others- or 6.30.2:5, any correction of ct Iieuiic Adel; by [; WNTFR_ Indemnification: 631, To. the fullest extent pcuilitted by Laws. and Regulatioris, C0NTRACTOR shall indemnify' and !told Harmless OWNS 1M, F_NGl NTER ENGPNr_—ERs Consultantti and the officers, directors- employees: agents .mil other eonstjltants of each;and ,my of -them from and against all claims. costs; losses and damages (tncludmr but not limited, to, all fees and charges of `engineers, nrchitects• attorneys and other pi•otessionals and all court or arbitration or other dispute resolution cus4) caused by, arising out of or resulting from the performance, of the. Work, provided that any such claim; cost, loss or damage; (i)'is :attributable to bodily injury. sickness, disease .or (eath, unto .injury to or destiuct.ion of twigible property (other than the \York itselt), including the loss or -use resulting therefrom, and (ii) is catuszd iri whole or in part by any negiigent.act or omission of CONZ TRACTUJ _ -any Subcontractor. any Supplier, any person or organization. directly or indirectly employed liyanv of them to perform or.furnish any of'the Work or anyone far whose_ acts. tiny of them may be liable: regardless of whether or not caused in part byamy negligence or omission of person or entity indemnified hereunder or %66ther liability is - unposed! upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity, 6:31 In any kind all clans against OWIV 1ER or 040M,ER ur any of their respective consultants, agents, oflicers,•directors or employees by any employee,(or the. survivor or personal representative of such employee) of CONTRACTOR; any Subc cintiactor. any Supplier, any .Person or o ganimdon directly or'indirectly employed by, 17 .mv of them to perf6riw or, 'Furnisl ,rimy of the work or anyone for whose acts�,ttny of them may be: liable. the indemnit7calion obligation under paraiaph 6.31 shall. not 'be limited in any way by any limitatiofr on the amount or type of darndges, compensation or •6ent6ts payable by or for C'O1NITR.ai_'1'OR tv aq'such Subcontractor; Supplier or other person or organization under workers!' compensation acts, disability benefit acts •orother a» ptoyee benefit acts. 6.33_ The indemnification obligation of COI f12ACTOR undei par,gryph631 shall notekuend to the liability of ENUL\rEER and. ENdfNLR's.`Coni ultaats. officers, directors, employees or agents caused by the professional negligence, errors or om wions of any of their„ $un ralof0blrga?ions,.- Ci:34.. Ail representations; indemnifications, warranties• attdguarantecs made iri required by or given in.accortlance. with the Contract PocumenK as wcll.:as all pontinuine obligations indicated in the. Contract Documents, will survive final payment. Lompleti6n anid acceptance of the Work and. tenninmioo-or completion cif the Agreement. ARTICLE' 7--,OTi[ER:WORK Related I6 ork at,Siie: '7:1, OWNER may perform other work related to the 'Proj,xt at tho.site by OWNI ER's own forces, or let other direct contracts therefor which shall contain .General Conditions similar to these, orhave 'other work performed by utility owners. If the fact that such other work is to be. Ixrformcd was,not noted in the Contract;Docwnent's .then: (i) written, notice thereof`will fx given to CONTRACTOR pnoi , to sLirtine any such other Work and (ii) CONTRACTOR may make a claim thercror as provided in Articles 11 and l3 if CONTRAC_'TOR believes That such performance will'involve additional expense to GOt;fRACTOR.or requires additional time and the parties .arc unable to agree as:tothe amount or, extent thereof. T) CONTIR-ACTOR shall atrord each other contraittir who is a, party to such a direct'contract and each Utility owner (Fnd OWNER, if OWI CR' is, perlorming the additional work with OWNT_R's employees) props and safe tu:cess to the site and a reasonable opportunity for the iritrodUgion and storage of materials and equipment, and the,exewlion of such other work and shall pruperly connect .and° ccxirdinale the Work with theirs, finless otherwise provided in the Contract Documents. COS TFRACTOR shall do all wttint: fitting and patching of the. Work that may be required to make its several parts come together property and integrate, With Stich other work. CONTRACTOR shall nuts endanger any work of others by cutting, excavating or otherwise altering their work arid. will' only cut or altertheir work with the written consent or FANG NEER and the others whose work will, be infected. '1'hc.dutics and reTonsibditics of CONTRACTOR under this paragmph are lot- the benefit of such utility owners and other contractors to the .exient that .there are. comparable L:JC:Uccte?l::R: u1 GONDI'r)ONJ't 4111-Yk (VAI)O Edtim), 1' t wt G11Y OF,FORT COLLI NS MODILI(XHONS OWY 4,7'000) provisions'. far the benefit of CONTRr CTOR Itt $ai l direct contracts between MNER and such utility owners and other contractors. 7.1 If the proper execution or results of any part of CONTRACT )Ws Work depends upon, work performed by others under this article 7, CONTRACTOR shall inspect such other work and promptly report to ;GN!;l CER'in writing any delays;. defects.6r deficiencies in such other woik that.render it unavailable or unsuitable [or the proper execution and results or CONTR-ACTOR's work.. CONTR:•\CTOR's failure. ­ so to 'report will constitute an acceptance bf such other work astit and proper Cor integration with C'U1VlRACftJR's Work except for latent, or ndnapparent defects and deficiencies in such other work, C: aorTffnatlon: 7.4. If OWNER. contracts with others for the performance'of:other work.on the Project at the site, the following will ne set forth in Supplementary Conditions: 7.1.1. the person; firm or corporation who will hqa e authority anti responsibility for coordinationof-the activities among the vatiqus prime contractors will he identified; 7.4.-. the specific matters to he covered by such *ithority`and responsibilityavill be hemired:.and 7A.31. the extent of such authority and res1w. sibilitieg will bc provided. LJnlcssg othentnse provided in ,the :5uppletncntary Conditions, OIVNFR shall have stile authhrity and responsibility in respect of'such coordination, ARTICLE- 9--01VNER'S .R-ESPOYS[13ILr1'IES• R.1. Except as otherwise, provided itt these- General Conditions; OWNER sliaR issue all aimmunications to CONTRACTOR through CNGI. TC1 R, 8:1. In case of termination of the •etuploymient of ENGINEER, OWNER %[tall appoint an engineer against �vhum�L.(�NTILaCT01�-mal:�i-nu-reaswta6laobjre! ion: whose sttitus under the Contract Documents shall be that of this: form erENGENE ER ti 3; O ?vrER :shall furnish the data required of OWNER under the Cuntmet Documents promptly and shall make payments to COI\fTIZACTOR promptly, when they ge•due as provided in paragraphs 14.4 and 14.13. SA: OWiTER!s.•duties• in respect of providing lands Find easements and providing et&rering surveys to establish reference points are set forth in paragraphs 41 and 4.4. .Paragraph 4^ refers, to OWNER's identifying and making nvadable to C 0NTR4(:To*R cx)pies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of 'the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Rev 10/20/07 Section 00100 Page 3 strueturesator contiguous.to,the..site that have been utilized by bJGNE ER in preparing the Contract Documi:r m. s in resa3e6to 6. Asir a» �rErtxr�-insureriee-t+rc�4 firili.tmdArfigranhs 5-S•thioush3-1 8 0,. (_)WRIER is obligated to execute Change Orders -is indicaledin parap7aph 10.4. 8.1. OWNGR's resrk)rtsibility in respect .or certain inspections, tests and Approvals is set forth in paragraph 1:3.4.. &.8- In connection wiih Ole NER's right to stop SVork or suspendWork, sec, fnragraphs 1a Ill and 15,1. Paragraph 152 deals with O NER's r rJtt. to terminate services of CON'rRAGI'OR: under, certain.circumstanc s. 8:9_ The OWNER shall not supervise, direct or have control or authority over, nor., be, responsibler .for,, cQN`CRaCR_)R's means, methods, rechnique_s., sequences •or procedures of -construction or the safety pr-autions and proanis incident thereto; -or ,for any failure ot; C,16, "ItAC rbk to comply with t,;aus and R&-ulations- applicable to .the furnishing or pertonnance of_the Work OWNER will not be responsible for CON'1'R.V,'170R's failure to perform or famish the Work in accordance with the Contract Documents. h-lc;�9L1tt'�I,l�'s-r�panstL�i4iiy--art-respast-�ttnctiw{eszd A.,he Aes. Pq>:3s� Retrlaum. Ra-mfdous—Wrote- eF R�tdioaetiv 4ateriaas one ever «=el,4011 at-tive-sit" seE-ft�El�iriteraph-�'' C(�r'L'-FZ:A�l=C7l�--Cease•,tutLila-�•,;u,'�lee--tkset=-tirtartsiaJ err{trtgematxs-leave-been=-made-to-s<�t isfy--Glk'PFGR's. responsibility-in-raspec,t-tltereo�will-lie-nsset fcxth-in-the $upplainanter�-�.ond iYioits= ATTCLE. 9=FNGiiNFER'S. STATUS DIIRTVG. CONSTRUCTION: OiIlVER's Representntive:. ,91. ENGINEER will be OWN_ ER's represenultive -during thel construction period, The duties, and responsibilities. and .the. 4imitatioos of :authority of ENGINEER. as Oki NNERs representative during construction are, set forth in'the Contract Documents and shall not: be extended without written consem of OWNICR andL-Nt GINEER. I -bits (0 Site: 9.2: 1 ENGINEER will make visits,to the site at. intervals appropriate to the. various stages of construction as E INP EER deemsnecessary in order -to observe -as an experienced and qualifiLd design professional the proms ess EJc:.uU QL',ERAL C0ND1TI(_J% I 0 0-8. (1' 9k) Etlili(n) W I CITY bF FORT COLLINS MODIVI CATIONS (REV -VZ(A)a) that has.been made, and.tl e qualm` of, the various as}kcts of c_'ONTRACVAZ-s- ttxeecutetl Mork Based on information obtained during such .visits and observations, LNGM-ER will endeavor for the benefit of 0W%rER to determine, in general. it the Work is proceeding in accordance, with die Contract ;Documents. ENC,,fNVPR will not -be required to make,exhaustive or continuous on - site imspections'to check the.�cptality or quantity of.the Work. L•'NGINEER's efforts ,will be directed toward providing for OWNER a. greater degree. of confidence:ihal the completed "fork will conform generally to the Contract Duruments. On the basis of such visits and on - site observations, ENGINP,pER will keep OWNER informed of the progressof the Work and will: endeavor to guar"d Cy1VNFsR against defecting. l Ir FN(;INh, Ms. visiLa and on-sitc'olKcryatis,ns arc subject to all the limitations on ENGLNEER's authority and'responsibilily set forth in paragraph.y;13', and particularly, but without .limitation. dunrn or as a result of CNGINI?ER's on -site Visits or 'ohscrvations of COLVI'RACTOR's Work ` NGIN MER will not supervise. direct., control or. have ,authority over or be responsible for COMI'12.A TOR's means,. methcids„ techniques; sequences,or procedures of construction; or the safety precautions and' programs 'incident thereto, or for any failure i)f'( 0NTR'AC,T0R. to wnipl}}` \Vlth Laws and .Regulations applicable to. the furnnshtng or pertoartance ofthe'Work. Project Representatiye.- 9:3.. if O) VNFR and FNIGiNTREl2 agree, I NIGINRPK ,vill. furnish a Resident .Project Representativ6 to assist FINGINEER in,providing more continuous oKservationof the Work. 'Chc responsibilities. and :authority and limitations thereon of any ;such Resident Project Representative and assistants will Ix as. prnVldetl in paragraphs 9.3 and 9,13 ttrtd ire the,-,Sit�ierrient�j+ Conditions. of these .General Conditions, if CANNER designates another representative or agent to represent OWNER it the site who is not. ENGiN.rEER's Consultant, agent yr emplgyee; the resl�nsibihties and authority and limitations. thereon of such other person will be as provided in tl+ ttppletttzrKm +tttLitiRtts fir. gophI 9:3:1. The Re�ntative's dealings in matters a� tkllNng to the.on-sits work will in) eneral, be with the eNGMER and CONTRACTOR But the CtgDressuntative will keep. the. OWNTR . opzrl}r advised about such matters. The Representative's clealinits with subccintractors will only he throueh or with the full knowledge. and approval of ;the. CONrrF ACTOR. 9.3?. . Duties and Responsibilities. Representative tvill: 93.11_Schedules. Review the progress schedule and' other schedules prepareit by the CONT&- C:.TOR and consult with the ENvIlVEER concemina acceptability. 9.3.2.1 Conferences and :Meeting - _Attend meetina with the•CONTRACTOR such as preconstruction cbnlarenexs,_prvrTLs§ meetings and, other job conterences and preoare and circulate co�irs offmminutes of meetings. 93:3=1..Liaitiim 9.3.1:3.1... Serve as ENGINEE:R'S' liaison with CONTRACTOR. wvrkirur; tmncitxrlly ihrouah COt4l* kA( 'fOR'S:sueerintendent to. :ass6,uthc CONTRACTOR in understanding 'the Contract Dmuments., 9.3 2.3.2. Assist in obtaining front (7Wi` it R additional .details or infortttatibm when -requiie,LL for proper execution of the Work. 9.3.2;3:3. advise. .the ENCTfNEf R. and CONTRACTOR of the commencement of ,anv Work requiring a Shop Drawing- or ample submission il' dte suhmission has not 'hceti ;twoved br' the-F.tiiilNkiER_ 9.3_ .2.4. Ravieiv • of Work .Rejeeti In of Defective tVork _Ingpcctions and -rest% 9.3,12.4.1. Conduct on -site observations of the:Work in progrress to -assist tlu ENGINEER in�dctcrniining that die, Work is ip ocecding in accordance «jth the.C'ontract-I)ocwncnts. 3._'.4:3, AccomL. visions ms ctors representinb public or other agencies luqving juris2liction over the Project, record the results oC these inspections and report to the ENG WEER. 9325, intertxetation of Contract Documents. Re to ENGii\EER' when clarificMiyris.'and interpretations of. the Contract Documents are .needed' and tram*mit. to hONTRAGFOR clarification and interpretation of the .Contract• Documents as issueel by the. 2gGTVEER. 9.3:2.4.. tufodikaticuis. Consider -and evnlunte (:OIJTRACMWS suggestions. for E1Gbc, CifNi;RAL.�;UyD171UNS�t9111-st l ly'l8 Eclitimi tv! C11Y 06F4R'� CFJLLI NS Mc70lI�ICA1'IONy (ttt1V 4RntH1) modification in Drawings or Specifications and repon. these, recommemhtions toEINGfNECit Accuratelv transmit. to CONTRACTOR decisions issued by theENI (MMER 9:3.2.7'. Records. Q:3:2.5_ f�rpory,, 9:3:?u8.L. Rimish.ENGINEER periodic reports. as__ _requirect of the proms of tttt Work and of the CONTRACTOR'S con�pl�nce�'ith tllz progrzss xrecjule�anc! schedule ,of .shoes f ntwirw .and samplC s_ubnittils , 9 z'_S, Con_s}dt with ENGINE -r- ul advance: tit schedulirg_ major tests inspcctibrts,or• start of in jportant phases of thz Wcirk. 9.12.831 Draft woposed Change Orders and WgrrL Direr: je Changes; obtaining lzrokup malerial from the CONTRA(�TOR and recommend to EN,rG1NGER Change•. Orders Work Directive -Charles and Geld orders: •9:32.€A. Report itnmedialel4 to ENGMER and OWNTR the occurmce of any'accrdent. 9.3.2.9. Pavment Requests. Review. applications for MMeni.ttith CONTRACTOR for compliance with the establish6t procedure for their submission and forward' with recommendation to ENNGINEER. noting particularhv the relationship of the pavinent requested'to the .%,hedule of values, work -completed and materials and equipment delivered at 'the site but not. incorporated in the ttrork. 9.3.111). Completion. 9.3:^_.ltj:1._I3eforeENCINELR issues a Certiticaie of Substantial Completion. submit to,C'ONTRACT,OR. a list of observed items reauin correction or completion. 0.3.1.16.1. Conduct final inspection in the c6niria6 of the ENCINEER_ OWNER and CONTRACTOR and prepare 'a final list, of items to be corrected or completed. 9.3.2.10.3. Observe that all items on the final list have hcen-corrected or enmpleted and make- recommendations to ENGIlNF.ER concerning acceptance. 9:3.1 Limitation of Authority_ The Reprrsentatide shall not:` 93.3.1. Authorize anN, deviations_ from the .Contract .Documents. or. accept :itiy substitute materials or egilipme� unless atithoitzed ti"v the ENGINEER 9.3.3.2. hkcccd 1imitations of ENGINEER'S authority as set fottli in.tha Crnttract.6ocuments: 9.3.3.3. Undertake .anv of the nsibilitics. ofththe CONTRACTOR- Subcontractors or �Aa�f RACTOR"�sup�t�inttndzn� 9.3.3.4. Advise on or issue direi•-tions rehitive to, or assume control merranv as ect of the meads, methods., techni LL.% sequences or procedures for cotislrliction unless such is specifically t alled for in the Contract Documents. Advise- on or issue directions re ga &ng, -or assume control ..over mtery precluticros and brograms.in connections with the Work. 93.3.5. _\ccept Shop Drawines or sample submittals From anyone other than the CONTRACTOR 9.3:3.7, Authorize MWER to occupy the Work in %Vhole win part: 9.3.3.8. 'Patticipatt ire s ep• cializtd field or lab6ratory tests or iii di6ns conducted by others z�ce A as speciticaliy authorized by tthv. ENGINEER Clurifrcations andjnterpretcitidns 9'.4: ENGREER will issue. with reasonable brapnnesss such written, clarifications 'or interpretations of the owe tiE eRALcoNDrnr%t9Iu-.s,(tggve(mitnt W1 CITY OF FORT CYJLLI Ns NtoDll7c:,a'ri0NS (ktiv-1Rotto) requirements of die Contnict'Documents (in the form of Drawings. or otherwise) as. ENG NZER' tnav cici.ermine necessary, which shall be consistent with the intent of and reasonably inferable Gom the Contract'Documents. Such written clarifications and interpretations will be binding on 01\11913R and CONTRACTOR, If OIVk\r$R or CONTRACTOR believe:; that a written clarification or irks-pretatioajustifies an adjusunent ut the Cdntract.Price or the Contract Times and the parties,are unable to agree 'to• the .amount •or ,e:ctent thereof if any. OWNER or 'CONTRACTOR may ma. ke a'written claim therefor as provided,in-MicteA I orr\rticlt lo. , Authorizer!'Maria, ivnsin'lVork: 9.5. ENC;iNhEl2 may auttoriic. minor variations in ,the ��'ork<: Gom the rayuirements of tho Contract ',Documents which, do not involvc an adJ'ustment in the Contract P6W or the Contract 'times and are compatible with the design concept of the completed P?rojcet as a functiorii'19 whole as indicated by the Contract .Documents. These itiriy lr ac:complished.hv a Field Order .and will, be binding on OWNEi2 and 'also on GON;i,PtN.:POR who shall perform the Work involved promptly. If OWN FR. C (5NTRACGT.OR beicvcs that a Field Orderjustilics an adjbs6nent,'in•tlie,C;ontmet Price or the Contract Timms and the p artics.arc unable .to agree as to the .midwit or .oxtant thereof, OWNER or CONTRACTOR may: make ,a written claim, therefor as provided in Ariicle 1 I or I2. Rejecting Deftctive Kirk-,, 9;0; I NGINE PX will have luthority to dis9}ipro've•or reject \Morkh F. : whicNGIht'FF.R Lxaieves to' be defective' - or that ENGINI ER believes will not produce a completed Proicct that conforins It the C britnact Documents Or that will prejudice the. integrity of the design concept of die completed Project as a functioning while as indicated by die Contract Documents. ENI GINEER will also have authority to require special ,inspection or testing of the Work as provided in parligraph l3;'_�, whether or not- th'- Work is fabricaded, iiutallexi-or. completed_ Shop Drawings, Change Qrders and Alvi cents: :9;7. in connection with -ENGINE ER's authority as, to 5hop.Drawings and Samples, see parigruphs 6.24 through 6,28 inclusive: ,9,5. to connection with E•N3G.LNEERs authority, as to Charme• Ord trs, set Articles I (1. 11. and 12. 9 9: In connection With •ENG iMER's authority as to Applications for Payment. see.Articletl4, UcArriiiiiiatimis fur'Unit:Ilrices. ,...16.. .ENG NEEk. will daerniine the actual- quantities and classifications of'Unit Price. Wcirk Performed by CONTRACTOR.' ENGINEER will review with �:61lTR:\CTOR the E:NGINI l R's preliminary determinations on such matters before, rendering '-.written decision thereon {fit recommendation of an Apiplication for Payment or otherwLse); ENCRgU-R's written decision thereon will be final and binding-. upon 0%iNTER arid CONTRACTOR, unless, within ten days after the date of .any such decision. either OWNER or CONTRACZTOR delivers to the other and to ENGIINTBER written notice of 'intention,to appeal from ION(; I NF'H,R's decision and (i) an appeal from ENG IN -E-R's decision is taken within the: time limits and in. accordance with theprocedures set forth in Exhibit CC :A, 'Dispute, Resolution Agreement", entered into between OWNFA and CONTRACTOR pursuant 6. Article 16, or (6) if, no such Dispute Resolution Agreemen has been entered into, a' formal •proceeding is instituted by the appealing party in a+forum of competent jurisdic►ion to exercise such nghis or remaes:as.the.appealing;party may have with respect to HNGfN?EWs decision, unless othenyisc agreed in tcriting by OV"ii f:R and CCINfRAurQR. Suchappeal willool.besubject to the .procedures of paragraph 9,11., DecLrinns on Dispurec•' -9.11_ 'FNGINI ER. will be the initial .interpreter of the requirements ol`the Contract .Documents and judge of the acceptnhility of the Work thereunder (:Jaime disputes and other matters relating to the acceptability ofthe Work or the interpretation of the requirements of the 4,!ontract Documentspertaining to the performanceand fumishing.ot the Work and dMims•under.Articles 11 and 1'' in respect of changes in the Contract. Price of Contract T•uttes will b, referred initially to h;NGINFER, in writing with a request for a• fornnal" decision in accordance with this paragraph. Written notice of each such claim, dispuei or other matter will be delivered by the claimant to FNG JEER. and the oilier party to the. rlgrcenicnt promptly (but in no event later tinan*thirty days) after the start ofthe occurrence or event giving rise. thereto and written supporting data• will be submitted to FNCYINEEk and the either piilty within sixty days after the start of such occurrence. or event utiless la%TGLNEER allows an .addiiiOni'd period of time for the :subnnisslon pf addiiionnl or more accurate data in. support of -such claim, dispute or other natter, t Ttie opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the ,claimant's last submittal (unlcs.'ENOINTF.ER allows additional time). ENGINEER will render a f(nnal decision'inwriting, within thirty days after receipt of the opposing party's submittal. if tiny, in 'accordance, with this paragraph. ENGINES -Rs written decision on such claim, dispute or other matter dill be final and binding upon OWNtrk and CUNTRACfOR unless: (i) an alipeal from GNGiNECR's•decisioln is takeln within the time limits and in accordance with the procedures .set forth in ExI 9rr GC= "Dispute Resolution. AgreemenC..entered inlo'beiween C)WXER and CONTRACTOR pursuant to Allicle,16, or (ii) if no such Dispute Resolution Agreement has lbeen entered into, a written notice of intention to appeal. from )lINQNEGR's written decision is delii,ered by 0WNER or CONTRACTOR to 'the. other and to ENGMER. within thirty days afler.the date of such decision aril a formal, proceeding is.instituted by the appgtling party in it forum of -campctent jurisdiction to exercise such rights or remedies as.the appealing party may have with respect tq such claim, dispute. or other matter in accordance withappIkable Laws .and Regulations within sixty clays of • the date of such L-:JCL)t.; CtlTiF,R,U;.00NL)I TI o1h5:141 q-X_ 11,14U Editiat t. -- ivi U Y OF FOR•r.COLLINS MODIFICATIONS OWN • /2000) decision„ unless otherwise agreed in writing by C)WNCR artcl CONTR.AC".TOR: 9.1 `'. 'When functioning as interpreter and judge under paragraphs9.10 and 9,1 L ENOINEER will not :shut partiality to,(7CWi, PR or CONTRAC\ T()R and will iiot•I)a .liable 'in connection with any interpretation or .decision rendeted in good faith in :Such' apacityr The,renderin4 of a decision by. 0,,G INEM pursuant to paragraphs 9.Iri or 9.11 with respect to any such claim, dispute or other. .matter (except any which have been waived by the m.iking or acceptance of final' payment as provided -in paragraph 14;15) trill he- a condition precedent to any exercise by 6VNER orCONTkVfTOR of such rights•or remedies as either may:otherwise have under the (:ontract [Documents Or by (,aws'.or'Rcgulations in respect of any such claim: dispute or other matter-pursuanNe trliEla 1'i: .9.13., Lintitatiuirs on EiNC/NELks Ulhorily and Re-,poredhill em: 9,1.3.1. Neither ENURNEF Ws authority or responsibility under this Article. 9 or under arty other provision.of the Contract I)ocunient_s nor any decision made liy J,NGiNrF.R in good faith either to exercise Or, not exercise, such authority or respotisihility,or the undertaking, exercise or perl'nrm;mcc of anyauthoiity or re-sponsibility by FNGrNEER. shrill creates impnsc or give rise- to any unity owed by 1NTCJI`m--rA to (,0NTRACr OR,• any 'Subcontractor, any Supplier, any other person or organiMtion; or to any surety for •or employee or agent of any of thorn, 9.13-21 INGINFE'R will not supervise, direct, control or have authority over or be -responsible for CONTRACTOR's me -arm methods_ techniques; sequences or procedures of corntruction, or the safety precatifions and programs incident ihereto. i�r for any failure of'C'OI ITFC,\CTUR to comply with Laws and Regulations applicable to the fdrnishing or pe forma nx of the Work, UNGDIE-ER will ,not. be responsible .for GONTkAC:TOR's failure to _perform or furnish the Work in.accordance with the Contract Documents. 9.113- GNCiII EER will naL be responsible ftfr the acts or omissions. of CONTACTOR or of airy Subcontractor, any Supplier.• or of any other persomor. Organization :performing or furnishing any of the Work. 9.13A. ENCUNTEER's retie%• of the final .application for Payment and accompanying documenL•ition and all maintenance and operating instruction,;.. schedules, guarantees. Bonds and certilicalesorinspection; tests and appr6vals and tither documentation required tube delivered' by tstragr:tph 14.1? .will only, be, tit determine genendly-tha( their.cdntent complies with the requirements•ol: and in the case, of certiffwtes of ,inspections. tests and approvals that. the results certified. indicate corn ,Pliance with. the Contract Documents.. i _*31 i. `fhe limitations upon authority and responsibility set foith:in this paragraph 9, IS shall also apply to-CNGftM R's ComsullantS, Resident Project: Representative and assistants. �fi'IrICL.F:' 10-CHAt�IGES'li�t THE NYORI i0.1_ Without invalidlaling'ihe Agreement and without notice to anysurety- OWNER may, at any time or from, time to time. order additionsl deletions or revisions in the Work. .Such additions;. deletions or revisions will he authorized by a Written Amendlment, a Chans e Order. or a Work Change Directive. Upon receipt of any .such documcnt�:C'ON.CI'RAC;1'M shall promptly *, cccd with the Work involved w ich will be performed under the. applicable conditions.of the�C:ontract Documents (-cept,as othervise specifically provided). 102. if OWNUER'and. CONTRA- C7—OR are unable to agree. as to, the extent, if any, of an adjustment in the Contract Price .or an adjustment of the Contract 'f imes that should be.allowed as a result of a Wort: Change Directive; a claim may he made therefor as -provided in'Article 1 i or Article 121 10.3. CONTRAC;TOR.shall not be entitled to an incr;nse in the CMtrtct,Price or an extension of die. Contract Tlnles with respect to any Work-performed'that is not required by the Contract Documenm as amended, modified and supplemented as provided in paragraphs 3:5 and :3.6, except in the case of an emergerioy as provided in paragraph 6..23 or in the case -of uncovering Work as provided in paragraph 1:3:9. 10.4. OVVNE;R and CONTRACTOR shall c:�eurte appropriate Qhanse_ Orders recommended by ENGIf- R (or Xvi-itten Amendments) C�overingf 10.4,1, changes in- the- Work which are (i) oideredi by O\VNLR pursuant to par graph 10.1. (i) required because of acceptance of defeefive Work under. paragraph 13;13 pi: correcting *feciity Wcjrk: under parngrrtph 13;14,.or tiii) agrecdi to,by the parties: 10.4,22. changes in the Contract Peici or Coritract Timesavhich are ageed tobythe parties; and 10;4:3. chances in the Contract Price or Contract Timis which embody the substance of any %ritien decision rendered by ENGINEER pursuant to paragraph 9-11; provided' that_ in,lieu or executing any such Change Order. an .appeal in -ay be taken Gum any such' decision in .accordance ivil}t the provisions of the Contract Documents and applicable Laws and Regdilations, but ilurirlg any such ap((xxaI- i OM ThAC I'Ok shall carry on ,the XV(Tk €end tiilhere. to the progress schedule. itsprovided in paragraph 6.29. 10J. If notice of any change affecting the general scope. of the Wort: or the provisions of the Contract Documents EJCDGQUE ' ALe6NUITIONSI91U-S.094t)&titianl W1 CITY Of FORT MLLI NS 'MODIM CATIONS'I.R(s-V -IMA' [n (including, but notlimited to, Contract Price or., Contract Time is required by the provisions of any .Liond to be 6nven to a surety; the giving of any such notice will .be CONTRACTOR's responsibility, and the amount of each •applicable Bond will be adjusted accordingly; .AW11CLE 11-CHANGE OY CONTRACT PRICE Il:l. The Contract 1?nce. cohstitutcs the total CA) m,pcnSation (suhjcct to dtuthoriicd adjustnienLs).payable to CONTRACTOR fix preforming the Work All duties; re,q-,gnsihilities and obligations assigned to or undertaken bycam-rkA rokshall he_at(.UNd'.RA( T0R'sexpense ,with6ut change: in the Contract Price, 11-.2' The Contract. Price may only he changed ly a Clwge Order Lv by ar Written Amendnieni Any claim fur:an adjustment in the C6fitradx Price.shall be trisect on written notice delivered by- the party making the claim to the other laity and to ENGI\TEER promptly-(but'in no event lifter than .thin}: _clays) alter the stat or the 0CMITertcc or event giving rise. to the claim and gating the general tifit'bre of the c6im, :-Notice of the attiount of the claim with supporting data shall be delivered within, sixty days after the :start of such TNoccurrence or event (urdess FNGUR allows.additional time for claimant.to:submit additional or more accurate data in support of the claim) anal shall be accompanied by.claunant:s written statement that t1w:adljustment claimed covers all known amounts to which the claimant is entitled ns a xesult or said occurrence or event. All cla ris for :adjustment in the Contractprice slralf be determined by LNGINEER in accordance -with paragraph 9.1 1 if O4WTMR and CrjAfl`RAC'fOR cannot otherwise agree on the.amount involved. No- claim :for an adjustment in the: Contract Prig will be'"valid'if not submitted in accordance, with this. paragraph I I ^. 113. The value of, any 'Work- coveredl',by a Chanee Order or oi'any claim for an adjustment do the Contract Price will be determined as follows: t L3.1. where the Work 'involved is, covered by unit prices contained) in the. Contract Documents. by application &such unitprirxs to the.quanti6es of the items involved (sulijzct to the provisions of ''3 partfgmphs I l y_ l through I L9.3, inclusive); 11,3.2. where the Work involved is hot: covered .by; unit prices contained in the Conti -Act Uoctiments, by'ii mutually agreed payment bcrsis, including lump stun (which may include an allowance fqr overhead and ,profit .not necessarily in accordance with paragraph'1.1.6:31 11.33. 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 paragraph 1 1.3.2 on the basis of the Cost of the Work rm (deteined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR'- fee for overhead and profit (detcmiined as provided in pataVr raph 11,6), Costofthe Work- 1 1A The terns Goss of the \York, means the sum .of all costs necessarily •incurred and paid by CONTRACTOR in the proper performance of the Wbik, Except as otherwise. My he agrecd'to in writing by MVNER, such costs shall be in :nmounts: no higher thain those prevailing in.. the locality of the Project, shall include only the. following items and shall hot includc.any of the costs itemized iii paragraph 11.5 11A.1, pavr011 costs for employees iri the direct employ of CQNTItAC O ;in the perfommance of the Work under schedules of job classifications agreed upon by OWNlik and, &ATRA- cr iz. Such employees shall include without limitation superintendents, foremen and other pertnnel employed full-time at the site. Payroll cost% for - employees not; einployeJ hill4ime_ on the Work. shall tv apportioned on the hasis of their time spent on. die Work. Payroll costs: -shall include: buuio>t be limited to: salaries and tviiges plus the cost of fringe benefits whiclt shall include -social scourim, dintributioni ; uneniplovmeiit, eaase snot payroll taxes wockzrs' compensation m health an&retireemmus nt benefits;-bes; s ids+ -pay applicable, thereto. The. expgnses of pertomtina Work attcr regular working hours, on Saturday. Sunday,or legal holidays, shall be include&in the above to the extent •authcirized by0WvER. 11.4.2. Cost of all materials and equipment furnished and incorporated in 'the Work; including costs of transponation,ard storage thereof. and Suppliers' field services requircil in connection therewith All cash discounts shall Accrue to CONTRACTOR unless, OWNER. deposits funds with CONTRACTOR' with which to make payments; in which case the. cash discounts shall au:rue to OWNER. :VI trade discounts; rebates herd refunds and returns. tiom sale.of surplus .materials and equipment. shall accrue to OWNER. and CONTRACTOR shall make,provisions so that they miry be -obtained. 11A 3. Payments ,made by CONTRA(''TOR to the: Subcontractors for Work perfbrmed•or furnished by Subcontractors, if required by OWNM,. � 4 E.iCDCUE\I!}`ItALCONI)inO.N''iiyirrs2tt,1lUE66Lom� w/ CI IY OF.FOItT QOLLI NS MODtI JCALnONS tl(lV.d / .000) CONT10\GTc,IR shall obtain opmpetitive.bids. from Subcontractors acceptable to ' OWNER and CONTRACTOR and shall deliver .such bids to COMER who will then determine; with the, advice of ENGINEER. which bids: if any, will be accepted: if any %uhcortrnet provide- that the Subcontraetor'is to be paid on the basi's of Cost of the Work plus a fee, the .Subcontractor's Cost of the Work and' lee shall be determinedin the same manner as CONTRACTOR's Cost, of !lie Work and fee- as provided in paragraphs 11.a, 11 S ll_6 and 11.7. All %ubcontiatls shall br•subject to the other provisions�of the Contmet Document§ insofnr as applicable. 11-44. t'osts of special consultant% (including but not limited to cngifte&s, architects testing lai ionittiries; surveyors; aitorneys .nnd. accountants) employed for ,sen ic&s &citically related to the Work. 114.5. 'Supplemental costs including !tie fcillowing 1 1..4 5:1. The !)roportion of necessary trnnsportntiort travel and subsistence -,expenses of C(.,)N`fhA(;F0R's ' employees incurrcd in discharge -of duties connected With the Wqi k, 11.4.5:2. Cost, including transportation and maintenance. of ;all •tttatertals. supplies, equipment, machinery, appliances; office and tempornry.facilities at the site and hand tools not owned liy the w-ork-cm tdhicli.arc.consumcd in the performance, �of the Wbrk and cost 'less market value of such items used but not onsumed which remain the property of CONTRACTOR. 11.415f3, Rentals of all construction &fuipmett and machinery,aml'the parts thereof whether rented froth C9NTRAC:TOR or others in accordance with. rental agreements approved by OWNER with die ac.lvi4e.ofENGINCER; arid the costs of trains; rtationn loading. unloadinc, installation, dismantling and removal thereof —all 'iri accordance' with terms of s?id rental agreements, The rental' of any such equipment, machinery or purrs :shalt cease when the. use 'thereof is no longer necessary for the Work. 11.4.5.4. 5Wes . consumer, `use. or similar taxes related to the Work, and tcir_ which CONTR;\CTOR,is liable, imposed by Laivsand Regulations. 11:4.5.5. Deposits. lost for causes other than negligence. of C0NTRAC T0R. any Subcontrac t,or or an 'one directiv or indirectly e,mplmiyed hy.i]my of them, or for whose. acts any of'the.in may be liable, and royalty payments and lees for perniits:and licenses, 11-4.5.6. Losses and .damages (,and related eNpenses) caused by damage to the Work, not compensated by trtsuranceorothmvise,sustained by CON 'IRAC:TOR in connection with the pertormanee and. furnislting of the Work (except losses and damages within the deductible.nmounts of property insurance established by OWNER in accordance with pars&gaph.S.}), provided they have resultedfrom causes other than 'the pegiigence of CI()NTRACUOR� any Subcontractor, or anyone directly or indirectly .employed by any of them or for whose acts any of them may be liable. .Such losses shall include, settlements made with the written consent and aipprovg! of OWRcUZ No such .losses, damages and eepenses shall be included in the Cost -of the Work. for the purpose of determining CONTRAC'rOR!s fee. 11 however. -any Such loss or dantrrs_e requires r_econsmicnon and CONTRA( Ir,( is placed in c,wgc thereof; COiNTRACMR. shall bepaid for seivices• a fee proportionate to that stated in paragraph 11,62 4 1A5.7: The cost, of utilities, fuel and :sanitary futilities at the site. 1.4.E 8. Minor expenses .such as telegrams, lone.distanee telephone calls, telephone-service•at- the site, expressage and similar petty cash items in connection nviih the Work, 1 IA i.9. Cost of premiums for additional Bonds anti' insurance regiiired b&iAti-w of changes in the Work. i I.:. The term.Cost of the Work shall not include any of -file followiric I IJS1. Payroll cost% and other .compensation of CONTRACTOR'S offoers, eNeeut ves, principals (of, In,artnership and sole proprietorships)i generalmanagers; .engineers. architects, estinlat6rs. attonieys, •auditors; aicciiintants purchasing and contracting .agents, ey.)editers, tanckeepers, clerks and other persautel einplo4ed by MNTRACTOR whether at the site or in CONT'RACTOR's principal or a branch office for general administration of the.Wurk and not specifically included in the agreed' upon schledule iif job classifications referred, to in paragraph 11AA or specifically covered by paragraph 11 4 a -all of which are to be considered administrative costs covered by the CONTRACf OR s'fee. I I:5.2, Expenses of C.C)NTRAC:TOR's principal and '.branch offices, other than CCl_NTRACTOR's office. at the site. 11.5.3. :any part of CONITRACTOR's capital eyienses, 'including interest on CONTRACTOR'S capital employed for the Work and charges .against CONTRACTOR for.deliinNerit payments, 11.5.4, Cost of premiums for .all Bonds and for all insurance whether or not CONTRACTOR is. required by .the. Contract Documents to, purchase and' maintain the same (crccpt for.the cost of premiums covered by subparagraph 11.4.25.1) above). EJCDCUENERAL eGNDITIOM 1911l-8 elks) Edlim) cot MY OF FOA'r COLLINS MODIFI CATIONS' kEV 4MAJ01 I.I;i:S, Costs clue to the negligence of C_`.ONTRAGTOR• any Subcontractor, or anyone directlyor, indirectly employed by., any of them or for whose acts any of them may be liable: including but not limited to. the correction of ci'refedive Work, disposal of materials or equipment %%Ton¢ly supplied and making guod any damage to property. 11:5.6. Other overhead Or general expense -costs of any kind and ihe•costs.of any item not specifically and expressly includ2Ii in pankgaph t.1,4. 11.6: The CON'1 RAGTO.R's fee sllowed to CuN1TP, CTOk for overhead and profit shag be determined ss follows: ITA 1. aamutuallyacetptable'Fix ed fee: or 11.6.2. if a fixed fee is.not agreed upon. then.a tee leased .on the following percentages of the various portions of the Coq ,)f the work: - 11 (i `.1. for costs incurred under at ,ph:- 1I,4.j and I t:t,', the 0Nf RAUrOh's fcc shal I he-6tiecn percent 11.6:2? £cir costs, incurred under p atagraph 11.4.3, the C:ONTR\C'TOR's:fee shill be five percYnc, 11.&2 J. where one or mere tiers of subedntracts,arc on the basis of Cost of thcW6rk plus a tee and. no .fixed f�c, is agreed upon, the intent of paragraphs j l .A.1, 11.4:3, 11_4 i and 11.6.2 is that. the, Subcontractor who netwilly pertoims,or furnishes the Work, at whatever tier, isill'bc paid a fccaf fifteen percent.of the costs incurred by such Subcontractor under l nragraphs II Aland I1,4.3 and that. any higher tier Subcontractor and CONTRACTOR will each be 11.6.2.4. no fee shall be payable -on the basis of costs itetiti&d under paragraphs I.I.4A. 11A.5 and 11.5: 11,6.2.i. the remount of credit to be allows d by C.ON,rPAC'rOR to OWNER for any change which results in a net decrease in cost will bethe amount of the :actual. net decrease in cost plus a deduction in CO�NRACTOR's tee by tin remount equal to five, percent. of suchnetdetrease., and 11,6.2 ;h_ when both additions and credits are uTvblyed 'in any one change, the adjustment in cOmnACT.Ows fee shall'tie computed on the basis of the net change in accordance with paragraphs 11.62.1 through.I IA-2.5;.inclusive< I LT Whenever the cast of any work is to be :25 daterltiinecl pursuant to panwMphs 11r4 and 115, C,b1NrtRACTC)Ce will establish and mainutin records thereof in accordance with. generally accepted accounting practices.and submit in form .acceptable to ENGINEER an itemized cost breakdown tugether, with supporting data. Cash.41tuivances. i 1:8': ft is Understocd.that CU,%JlRACTOR has included in the Contract- Price all allowances so named in thc. Contract focuments and shall cause the Work so covered to. be furnished and .perfminIed fur. such,.sums as may be acceptable,to'OWNER and IRNc�CNE;FR. U ()tJflt C"rOlt :agrees that: l l jn 1, the allowances include the cost to CONTR.1i."CUR (less any applicable trade discounts) of materials and equipment required by the.allowances -to be delivcred at lhesite.:and all applicable taxes: and 11.8:2. CONTRAC.TOR's costs for unloading and handling,on the site, labor;, insmilation-costs, overhead, profit andother expense-, Lantemplated for the allowances have 1_k:en included in the Contract Price and not in the allowances and no .demand for additional payment.bn account pf any of the'foregoing will In valid. Frith to GnaI payment. an appropriate Change Order will W issued as reconunended.by tN GI:NFFR.'to reflect actual amounts due CONTRACTOR on•acccxtnt of Work covered by, allowances, and the Contract :Price shall be airrespondiiigly adjusted. 4 tA. Unit Price lk-orir:" f 1.9.1. Where the Contract DoLurnef s provide tktt all or path of the. Work is to be Unit Rice Wort:, initially the, .C:ontract"Prior: will he deemed to include for all Unit. Price Work an aniqunt equal 'to the sum of the established unit. prices for each sep irately identified 'item .of Unit Price Work times the'esiimatedquantity of each item as indicated in die Aureenient.. The estimated qumitities of items, of Qnit.Prim Work fire not guaranteed and are solely for the purpose of comparison of LBids a id determining an.init.ial Contract Price: Determinations of the actual quantities and classifications of Unit Price. Work. performed by C04NTRACTOR will be made by ENGRTM-R in accordance with paragraph 9.10- 11.9,2. Fach-unit price will be dccmcd to include an amount considered'by CONTRACTOR to be adequate to cover CQNTR-kCTOR's overhead and profit fur each separately identified item•.. l 1,9:3, OWNER: or CONT1,U\CTOR may make ci claim for an adjustment in the Contract Price, in aceordanc:c with Articld 11 tC 11.9.3.1. the quantity .of any, item..of Unit Price Work rforntcd 'by CONTRACC QR differs materially and signilicantly from the esumated quantity of such item indicated in the ,Agreement; I;XOC ULNE V. .Cdidl?1TIONs 19w.x 69'9t) Ediiinl. 26 w! U IT OF FQIUr COLLINS MOD114CAT10NS OWY 4 .000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; and 11.9.33. if CO' TRACTOR be ievec that CONTRACTOR 'is entitled to an .increase in Contract Price .as a result of having incurred additional •expense or O Wi'[R' believes that O,WNEk is entitled to�a.deereaw in C.ontniQL,Ptice find (he parties. are unable: .to at,ffi_ its to the Amount of any such increase or decrease: I:9:3:4. CONTRACTOR acknowledees that the 0WNFR has the rieht to add or delete items in the Bid or change: quantities at OWNER'S -kile discretion without affecting the Contract' Prig of anv rcmaininQ item zn` on a the deletion or iUim does not reseed twenty-five perdent. of the,original total (:ontmdt Price, . ARTICLE 12—CHANGF OFC0N*rRACa'." I;1MES i ".I. The Contract Time (or Milestones) may only be changed by a Change Order or a Written. Amendment: Any c4ijin for an ail ustitierit of the Contract Tuiies (or Nhlestones) shall he hased on written nnticc delivered by the party making the claim to the other party and to ;ENGINEER promptly (but in -no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of' the extent of d.ic claim with supporting data shall'be delivered within 4Nty, hays after such occurrenee (unless kiNGINFER allows 'additional time to ascertain more accurate data in support .of' the..clauti) and shall be accompanied by flue, claimanes written statement that the :adjustment claimed is the; attire adjustment to which the claimant has riason to tact eve it is entitled asa restilt of the occurrence of said event. All claims for adjustmenLin the Contract Times (or N,filestones)'shall be.determined by FNGfNF.F.R. in. accordance with paragraph 9,l 1 it OWNER and CQNTRACTQR y-annoi otherwise agree. No claim for an adjustment in the Contract, Times (or Vfilestones) will be valid if not subhiitted in accordance with the requirements of this parag aph II L 111 All tinie'lunits siated in the Contract Documents fire of the emertce of the.t\greement 12.3. Where. CON!'RACfOR is prevented from completing any part of the, Work Nvitlun (he- Contract Times (or NGlestones) due tar delay':beyond'the control or CONTRACTOR; the Contract Times (or Mili sAones).will be extinded in'an amount, equalto time lost due to such delay if a claim ismade therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include:, but not be limited to; acts or neglect by. OWNNEK acts or neglect of utility owners or other contractors performing other work as contemplated by .Article 7, fires. floods,, epidemics, abnormal weather condiiiorve or facts of C3od_ Delays .attrihumble to and "ithi r the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR- 1 Z4. Where CONTRACTOR is prevented friml completi ig any part of the Work within the Contract Times (cr lvlilestones). clue to de -lay 'beyond die control of hoth OWNER and CON P—ACTOR_ . an extension of the Contract Times (or \-filestones) in an amount equal to the time lost flue to sucludelav shall be CCNZ FTRACTOR's sole :and exclusive remedy .for such delay. In no event shall OWNER be liable to CC)_s3TRACTQF7 any 56bcontmctor, any Supplier, env other person.or�organizaliorn or to any surety for..or employee or ,agent of any of ,them, for damages.ansing out of or resuleing from ,O delays caused liv -or within thecontrol of the CONTRAUM-R, 'or (ii) dcLays beyond the control of both parties, including but not limited tb, fires, flood- epidemics: abnormal weather conditions, acts of'God or acts -or neelea by utility owners, a other coritraclors perform ing other work as contemplated by Article 7. Awr,icu* t3—'CF;.vrs AND INSPEC TIONS; C:ORRECTIOiN, RE\tOVA7: OR ACC EIII'AiNCh) QF D111 I;C'T1V1:•\VORK 13.1. Notice of Defects: .Prompt notice of all defective \Gork of which OWNCsR or FN'Gl\,fF'ER. have actual knowledge will In given to C'QNITRACTOR. All defectiIv -Work may be rejected, corrected or acccptcd as provided in'this Article 13- Areq.qIn 112.. OWNEK ENGUIMR, 04(SINLTXs Consultants; other reFiesenwtivcs• and personnel of OIVNGR, independent nesting laboratories and govermnental agencies with jurisdictiaml interests will hive access to die Work at. rzastmablz- t►mes for then olistrvation inspecting and testing. CONTRACTOR slt.ill provide them proper and safe conditions Con such aces and -advise them of CX)NTRt\.C.TOR's site-,atety procedures and programs so that they may comply them ith as applicable. Teas and Inspections., 133. CONTRACTOR shall give GNGIIvRER timely notice of readiness of the Work,for all required ins pauiorts, tests or approvals, and shall cooperate with inspection -and testing personnel to facilitate. required,inspections or tests.. 13:4, 01�W-e�IER shall employ -and pay for the sery ices of an •indePendent testing laboratory to Perform all inspectiims, tests, or approvals required by thu Contract Documents except: 13.41. for inspections; tests or approvals covered by paragraph 13.5 below-, 13A.2. that costs incurred in connection with tests• or inspection§ conducted pursuant to parauxiph.1.3 EJCI)(; C)EI.fiR:1l: �:GNL11l70NS I'l 11i-3 {'t J�lr Euitrat) w4 C IY Oi' PORT COLLINS MOMFIOATIO tS (REV 4200.) 1vioW s4aill be paid as provided in -5�2id paragraph 13:9::and 13,4.1,as otherwise .specifically provided in the. Contract Documents. 13:5: if Laws or Regulations of.any, public Vocly.having jurisdiction require any Work (or. part thereof) specifically to be .inspected, tested or approved by an employee or other representative of such public•body COMCRACTOR shall assume full responsibility .'for arrgnging and. obtaining Such insp- ections, tests or approvals.. pay all costs in connection therewith, and furnish FNC.,I.NU.R • the required certificates of inspection., or .approval. CONTRACTOR shall also be responsible. for, •arranging and obfainii _ and'shall lny all costs. in connection .with any alspecuons. tests or approvals required for OWNER's and.E'NGiNEE:R's acceptance of materials or equipment to be incorporated in the'Work, or of materials.•mt.*i designs, or equipment submitted for approval prior to CONITRACTOR's purchase thereof for ihcorpyration in the Work. 3:6, if any,Work (or the wort; of others), that is to be inspected, tested or approved is covered by C'ONf R.1C;TOR. without written concurrence of FiNr,INF..'F:R. it must, if requested by FNGIIYF.F;R, be uncxivered for observation., 11T l.lncoverirtg Work as provided in lxtragraph 1:3•,6 shall he at CONfRACCCIR's expense unless CONTRACTOR has given FNOINFER timely notice of CONTRACTOR's intention to .cover dw same. and JE'N 1NEPR.. has.not acted with reasonable promptness in response to such notice: .gncorwingWork.- 13:s', If any Work, is covered contrar}; to the written request. of ENGINEER, it must, if requested by aj(i.WEER, be uncovered for-ENGINCCR's observation and replaced at COMTR:ACTOR's expense. 1 :9_ if F.NCYTI TEFR_considers it.necessary or advi4-�Ible that covered Work be observed by ENGIIN ER or jgspccted or .tested by others, COI�TTRACTOR, at L'•NGUEER's request; shall urteciva, expose or oihenvise make available for observation, inspection or .testing as tNIGINMER may require; that -portion. of the, Work in question, tumishing all necessary labor; mnteiial and equipment If it is found that. such Work is 'defgarve, COMRACTOR shall pay all •claims, uosb, lasses and damagescaused by, arising out of or resulting, from such 'uncuverine, exposure, observation, inspection and testing and of satisfactory, replacement or recoristructicut, (inetudih'9 but not limited to all. costs of repair or replacement of work of ethers); .and OWNTER.shall -be .entitled to an appropriate decrease in the Contract Price, and, if the parties arc unable to agr2e;as to the amount thereoE may make a claim' therefor as provided in Article 11. If.. however, such Work is not. found to be dg/inctnr. (CONTRt?i:MR shall be,allowed an incrcase. in the Contract Price or an extension -of the Contract Times (or Cvtilcstones), or both, directly attributable to such. 27 uncovering eepasurg, observation, inspection, testing; reph;cment uric} reconstruction; arid. if the panies are unable to agree as- to. the amount or eAent thereof. C01NTRAC.fbR mat 1 m'ake a claim therefor tts;pro dvd Ln Articles 1.1 and. f2, 0 TPIVER Afav Stop the Work: 13.11), If the, Wotic•is iklf tivor. C.Oh''1'kACTOR fails to -supply suflicient.skilled workers ursuitable. materials or zcluipment,.or fiiils to furnish or,perforni the Work rn such a way that the cumpleled, wurk will conform to the Contract Documents, OWNER may order CONTRAQ_'TOR• to stop the \York, or.anyportion thereof, until the cause for such order has been eliminated howLvw r, this right of'OWNHR to'stop dieAVork shall'not give rise to,any duty on the part of O\VINSR to exercise this right for the 'benefit of CONTRAC O.R or any sur ry.or other arty. C.orrecrion ar Removal ofDefecHre Il/nrhr 13.1.1. If required by FNCIINFER, CQN'1'RACi•OR'sliall promptly; as .directed either correct all. defective Work, whether.�x not fabricated instflllgd err coinpfetzd qr, if the Work has been rejected t;y HMG11vFF•<<, remove it from the site and replace it with, Work that is not defzcyivz.. CONirrR'ACI'0R shall 'pay all claims. costs losses and .damages caused by or resulting .from such correction or .removal( including but not limited to _all costs of repair or replacement of work of -others': 13:12.. l:'orreetif�n Perio& 1-3:12.1. I within � hyo .ycats-after the. datc of Substantial Completion or such longer period of time as rilay be, prescr'itied by Laws or Regulations• or by the - terms of any° applicahlc'spccial guarantee required try the Contract Documents or by anv specific prgvision of the: Contract Documents, .any '\York is found to be �>cfectivc CONTRACTOR shall promptly; without cost to OWNE R ariil in accot�,bhce. with 0\Vi\T)1R',s %vrittan instructions:- (i) correct such defective Work, or, if:it has been rejected by OWrNTER. remove it from'the site. and refilace it with Work that is riot .(-k ct&?, •and (ii) atisfactorRv corrector remove and replace any damage to other Work.or-the. work of others restiltingtherefrom. If ct�NTRACIOR does not -1?roniptly comply with the terms of such instructions, or in an emergency where May would cause serious risk of loss or damage, OWNER may have,the defective Work corrected or the rejected Work removed Arid reoNcec.1, and all claims; costs, ' losses dndl damages caused by or resulting from such removal and replacement (including but not limited to all costs of repiiir or replacement of work of others) will b. paid by,CO% RACTOR. ,111 2,11n specs€tl' circumstances .wher.e a particular item of equipmenv is placed in continuous service before :Substantial- Completion of all the \Volk, the correction periotl for - that item may start: to tun from 'an earlier date, if so provided in the'Speeifitutions or by Written Am-endment l 3'-12:.3, Whera dgjecrive Work (and damage to other racuc: ce`;vk�u:.co,ipi Tt C,i`'s: i q t n-ri i t aw Edirim) N. wlCITY OF.f:oft•r,00ttitSMOiia;tCA'natvSOWN -trzotxr) Work resulting therefrom) lime been. corrected, removed or replaced under this• paragraph 1112. the correction period hereunder with rGspect,to such Work will be extended for an, additional' period of Erna--yien• two vears after such correction or removal 'and replttcenient has been:satisthctr riN completed, rtcceptant,r. nf.Pefecti�e l4'vrk:- 13;13, lC.instead :ofrequiring.correctton or,removaland •repliiceffient of defrctAy Work,.'Ot41wMR (and, prior to ENGINEER's recommendation -or final paymenk also FNGIiV ER) prefers to accept it, QWNER may, do CONTRACTOR shall pay all claims, costs•, loa-ses and damages .onriNtable to C'}I\NKIR s, evaluation of and determinatioh.to accept such defective Wbfk- (sueh•costs to 'be approved by E'NGINELR as -to reasonableness). If any such acceptance occurs prig to F:NGANFH.Ws recommendation of fuial paymrent, a C:;hange Order will be issued incorporating the necessary revisions in. the Contract .Documents with respect .to- the Work,. -and 6\VNFR shall'be entitled to an nppropdate decrease'in the Contact. trice, and; if the-partics are unable to agree as to the amount thereof;:OWNFR may makee n claim therefor as provided in Article 11. If'the.acceptance occurs after e:uch recommendation; an appropriate amount will be pa't'd by i'_'ONTItAI.�I'C)It to �)�VNtR_ QU,iVER;lluv Qefeethie Work 1114. If CONTRACTOR tails within a reasonable time after written notice from F:NGINKER to corTxt dqj c&A•e, Wort` or to remove and replace rejected Work as recpiired ljy.M'4N TIN'FFR :in,accordanectvith paragraph 13:11,,or if CONTR-\C'TCA fails to perform the Wroik in accordance with the Conttac't Doc imeijv, or if CQNTRt\CTOR tails to comply with any .other ;provision of the Contract Documents, OWNCTZ may; after sweet clays' written notice to CONTRACTOR correct and remedy ,arty such deficioley, In eeercising the rights and remedies under this para`mph OWNER shall procoed ex 'ditiously_ 1n ,connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all -or part of the site, take lxrssession. of all or prat of the Work, and suspend CQNTR AC.-ORs services- related thereto. take .possession of CON TRACTOR's toolk appliances, .construction equil-m1 eat and machinery at the- siie and incorporate 'in the WForlc.all materials- and equipment stored at the site, or for it•hich OWNER has paid CONTRACTOR but which are stored elsewhere. <'OIttTRACTOR shalt allo\v O\VKER OWNERS representatives; agents and employees OWNER's other contractors. and ENG DC- M and ENGfNrEERs (:onsultints access to the site '.to enable 6WNER to exercise: the rights and remedies under this parngrrph_ All cltrinis, costs; losses and'damages incurred orsustained. by O\VIVGR in exercising, such rights and. remedies will be charged against C6NTRAC%TOR and a Change. Order will by issuecl;meoro6rating the necessary revisions in the Contract Documents with respect to- the 'Work and OWNER: shall teentitled to anappropriate decrease in the Contract. price, and, if the parties are unable to ace as to the amount thereof.OWNER may make a -claim therefor. as provided`in, .Article 17 _ Such claims, cows, losses and