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PACKET Town Board Study Session 2009-04-14
TOWNBOARDTuesday,April14,20095:00p.m.to6:30p.m.Room130170MacGregorAve.AGENDA1.StanleyFairgroundMulti-PurposeEventCenterandIndoorArenaRFP.2.SecurityIssuesandPlOOffice.3.Miscellaneous.NOTE:TheTownBoardreservestherighttoconsiderotherappropriateitemsnotavailableatthetimetheagendawasprepared.STUDYSESSION JackieWilliamsonFrom:EPAdministration[ir3045@estes.org]Sent:Thursday,April09,20098:26AMTo:JackieWilliamsonSubject:JobDoneNotice(Send)***JobDoneNotice(Send)JOBNO.1410ST.TIME04/0908:19PGS.1SENDDOCUMENTNAMETX/RXINCOMPLETETRANSACTIONOK6672527GregWhite5869561KEPL5869532TrailGazette5861691Channel86353677ReporterHerald2247899Coloradoan5771590EPNewsERROR1 TOWNoiESTESPARIçREQUESTFORPROPOSALSFOR30,000s.f.MPECAND22,000s.f.INDOORARENAApril17,2009DRAFT NOTICEREQUESTFORPROPOSALSTheTownofEstesPark,Colorado,respectfullyrequestsseparatesealedProposalsforConsultingServices—Multi-PurposeEventCenter(MPEC)andIndoorArena.Proposalswillbereceiveduntil5:00p.m.localtime,Wednesday,May20,2009inthePublicWorksDepartment,TownofEstesPark,P.O.Box1200,170MacGregorAvenue,Room100,EstesPark,CO80517-1200.ProjectDescription:ThesuccessfulproposerwilldevelopseparatedetaileddesignandbiddocumentsforimplementingMPECandIndoorArenatobeginJune19,2009withthegoalsofcompletingtheMPECandIndoorArenaconstructionbyJune27,2010.ThisRequestforProposals(REP)containingtherequiredScopeofServicesmaybedownloadedatwww.estes.orgunderRFPs/RFQs.LateProposalswillnotbeacceptedunderanycircumstances.AnyProposal(s)receivedafterthescheduledtimeforclosingwillbereturnedtotheproposingfirmunopened.SoleresponsibilityrestswiththeproposingfirmtoseethattheirProposalisreceivedontime.TheTownofEstesPark,ColoradoreservestherighttorejectanyandallProposals,inpartorinwhole,andtoawardtheProposal(s)tothemostresponsiveandresponsiblefirm(s)asdeemedinthebestinterestoftheTownofEstesPark;further,therightisreservedtowaiveanyformalitiesorinformalitiescontainedinsaidProposal(s).AnyquestionsconcerningtheProjectshallbedirectedinwritingtoScottA.Zurn,P.E.,DirectorofPublicWorks,FaxNo.970-586-6909,E-mail—szurn(estes.org,8:00a.m.to5:00p.m.,localtime,MondaythroughFriday,excludingholidays.Thedeadlineforsubmissionofclarifyingquestionsisten(10)calendardayspriortothedatesetforsubmissionofProposals.FirstAdvertisement:April17,2009EstesParkTrailGazetteSecondAdvertisement:April24,2009EstesParkTrailGazetteThirdAdvertisementMay1,2009EstesParkTrailGazetteLastAdvertisement:May8,2009EstesParkTrailGazetteSigned:____________________________Date:_________________ScottA.Zurn,P.E.DirectorofPublicWorksPage2of29cD PROPOSALINSTRUCTIONSTheTownofEstesPark,ColoradoissolicitingwrittenProposalsfromfirmsforConsultingServices—30,000s.f.Multi-PurposeEventCenter(MPEC)anda22,000s.f.IndoorArena.Theseprojectswillbefinancedwithaportionof$2.7milliondollarsinthetown’scommunityreinvestmentfund.ThesuccessfulproposerwilldevelopadetaileddesignandbiddocumentsforimplementingaMPECandIndoorArenatobeginJune19,2009withthegoalsofcompletingMPECandIndoorArenaconstructionbyJune27,2010.ThisProjectwillinvolveworkingwithseveralTownofEstesParkdepartments.ItistheintentofthisProjecttouseasmuchexistinginformationasavailable,includingthefollowing:•VisitorProjections/Demographic•StanleyParkMasterPlan•CulturalAspects•StanleyParkParking•PopulationProjectionsLot/TransportationHub•DemographicData•StanleyParkDrainageMasterPlan•MissionStatement•StanleyParkDesignCriteria•ComprehensivePlanINQUIRIESANDCORRECTIONSAllinquiriesrelatingtothisrequestshallbeaddressedinwritingto:TownofEstesParkAftn:ScottA.Zurn,P.E.,DirectorofPublicWorksP.O.Box1200170MacGregorAvenue,Room100EstesPark,CO80517-1200Phone:970-577-3582Fax:970-586-6909E-mail:szurn(äestes.orgIfaproposingfirmsubmittingaProposal,subsequenttothePre-ProposalConference,findsdiscrepanciesinoromissionfromtheRequestforProposal(REP),orshouldrequireadditionalclarificationofanypartthereof,awrittenrequestforinterpretationoforchangemadetotheREPwillbemadebywrittenaddendumandwillbecomepartoftheRequestforProposalandofanyContractawarded.TownofEstesParkwillnotberesponsiblefortheaccuracyofanyotherORALEXPLANATIONS,INTERPRETATIONS,ORREPRESENTATIONS.Allinquiriesshallbemadeinwritingandallresponseswillbeprovidedinwritinginanaddendum.Tobegivenconsideration,inquiresmustbereceivedatleastten(10)calendardayspriortothedateestablishedforsubmissionoftheProposal.AlladdendawillbeavailablefordownloadontheTownofEstesPage3of29 Park’swebsiteathttp://www.estesnet.com/publicworks/TownProjects/TownProjectsPaqe.aspx,orbyfacsimilebycalling970-577-3588andrequestingtheaddendumbefaxed.ItshallbetheresponsibilityofeachproposingfirmtoverifythateveryaddendumhasbeenreceivedpriortosubmittingProposalsandtoacknowledgetheaddendainthespaceprovidedonExhibit1,AcceptanceofConditionsStatement,whichissubmittedwiththeProposal.II.SUBMITTALDEADLINEANDLOCATIONAllProposalsmustbereceivedinthePublicWorksDepartmentattheTownofEstesPark,170MacGregorAvenue,Room100,P.O.Box1200,EstesPark,CO80517-1200priorto5:00p.m.,localtime,Wednesday,May20,2009.Proposalsmustbesubmittedinasealedenvelopeplainlymarked“REQUESTFORPROPOSALSConsultingServices—MPECandIndoorArena”,andaddressedtothePublicWorksDirector.Ill.LATEPROPOSALSLateProposalswillnotbeacceptedunderanycircumstance,andanyProposalsoreceivedshallbereturnedtotheproposingfirmunopened.Inaddition,and/orProposalssentbyelectronicdevicesarenotacceptableandwillberejecteduponreceipt.ProposingfirmswillbeexpectedtoallowadequatetimefordeliveryoftheirProposalseitherbyairfreight,postalserviceorothermeans.IV.PROPRIETARYINFORMATIONAllinformationincludedinanyProposalthatisofaproprietarynaturemustbeclearlymarkedassuch.TheTownofEstesParkshallbeheldharmlessfromanyclaimsarisingfromreleaseofproprietaryinformationnotclearlydesignatedassuchbytheproposingfirm.Ingeneral,itisnotacceptabletotheTownofEstesParktomarkinformationotherthanfinancialdataproprietarywithouttheDirectorofPublicWorkswrittenauthorization.FailuretoadheretothisrestrictioncouldresultinrejectionoftheentireProposal.V.DEFINITION,CONTEXTANDGENDERUnlessotherwisespecifiedinthisdocument,allwordsshallhaveacommonmeaningunlessthecontextinwhichtheyareusedclearlyrequiresadifferentmeaning.Wordsinthesingularnumberincludetheplural,andinthepluralincludethesingular.VI.CONDITIONSOFPROPOSALSUBMITTALA.AllProposingfirmsshallcomplywithallconditions,requirements,andspecificationscontainedherein,withanydepartureconstitutingsufficientcauseforrejectionoftheProposal.B.TheProposalmustbesignedbyadulyauthorizedofficialoftheproposingfirmsubmittingtheproposal.Page4of29 C.NoProposalwillbeacceptedfromanyperson,firmorcorporationthatisinarrearsforanyobligationtotheTownofEstesPark,orthatotherwisemaybedeemedirresponsibleorunresponsivebytheTownofEstesParkorBoardofTrustees.D.OnlyoneProposalwillbeacceptedfromanyperson,firmorcorporation.E.Allpricesquotedmustbefirmforaperiodofninety(90)calendardaysfromtheProposalsubmittaldateanduntiltheworkiscompletedontheproject.F.TheTownofEstesPark,ColoradoreservestherighttorejectanyandallProposalsoranypartthereof.TherightisreservedtowaiveanyformalitiesorinformalitiescontainedinanyProposal,andtoawardtheProposaltothemostresponsiveandresponsibleproposingfirmasdeemedinthebestinterestoftheTownofEstesPark.G.AllProposalsshallbepreparedinacomprehensivemannerastocontent,butnonecessityexistsforexpensivebindersorpromotionalmaterial.H.Allcosts,includingtravelandexpenses,incurredinthepreparationofthisProposalshallbebornesolelybytheproposingfirm.I.TownofEstesParkreservestherighttonegotiatefinaltermswiththeselectedProposerthatmayvaryfromthosecontainedinthisdocument.J.TownofEstesParkreservestherighttorequestaclientlistfromtheProposer,forthepurposeofdeterminingpotentialconflictsofinterestorforobtainingreferences.Saidlistshallbeconsideredproprietary.K.TownofEstesParkwillnotreturnProposals,orotherinformationsuppliedtoTownofEstesPark,totheproposingfirms.VII.EVALUATIONOFPROPOSALSAllProposalswillbeevaluatedbyaProjectcommitteeassignedbytheEstesParkTownAdministratororherdesignee.ProposalsshallbeevaluatedonthebasisoftheEvaluationCriterianotedhere-in.ThecommitteemaymakeaselectiononthebasisoftheProposalsreceived,ormaychooseto“shortlist”prospectivefirmsforfurthernegotiations.ThefirmselectedfortheawardwillbechosenonthebasisoftheapparentgreatestbenefittotheTownofEstesPark,andnotnecessarilyonthebasisoflowestprice.TheTownofEstesParkMayorandBoardofTrustees,shallmakethefinaldeterminationofthefirmselected.TownofEstesParkmayrequestinterviewsbysomeproposers.Page5of29 VIII.EVALUATIONCRITERIAProposalsshallbeevaluatedonthebasisofthefollowingcriteria:A.ResponsivenesstotheneedsoftheTownofEstesPark,bothintimetocompletetheProjectandintheScopeofServicesoffered.B.ResponsibilityoftheproposingfirmanditsexperienceindealingwithmunicipalgovernmentsinProjectsofsimilarsize,scopeandnature.C.Theproposingfirm’sengagementteam,includingtheexperienceandresumesofkeypersonnelassignedtotheProject.D.ThedegreetowhichtheProposalmeetsorexceedsthetermsoftheRequestforProposal.E.Resultsofreferencechecksandpastperformanceforotherclients.F.Theproposingfirm’sfee(not-to-exceedcost)structurebasedontheservicestobeprovidedincludinghourlyrates.G.Theproposingfirm’sabilitytoadheretotheDeliverablesScheduleonExhibit3.H.Theproposingfirm’sabilitytoutilizelocallyestablishedconsultants/serviceprovidersontheProjectTeam.Localprinciplefirmswillhavepreferenceasaselectioncriterion.IX.PROPOSALPREPARATIONANDINFORMATIONA.Proposalssubmittedshallcontainallinformationasrequestedherein,andanyadditionalinformationnecessarytosummarizetheoverallbenefitoftheProposaltotheTownofEstesPark.One(1)originalandfive(5)copiesoftheProposalshallbeprovidedbytheproposingfirm.Clearlymarktheoriginaldocumentassuch.B.Proposalsshallincludethefollowing:1.Provideacoverletterstatingthename,e-mail,addressandtelephonenumberoftheproposingfirm,andbearingthesignatureofthepersonhavingtheauthoritytomaketheProposalforthefirmandbindthefirminaformalContracttotheTownofEstesPark.2.AlistofpersonnelassignedtotheProjectteam,includingresumeswitheducationandworkexperiencestatedinExhibit6.3.AnexecutedAcceptanceofConditionsStatementinExhibit1which:>AffirmstheacceptanceofallconditionsorrequirementscontainedintheRequestforProposals,>ListsthenamesofanyoftheproposingfirmsemployeewhoarespousesorchildrenoftheTownofEstesParkemployeesorthespouseofaTownemployee’schild,Acknowledgedreceiptofalladdenda.Page6of29 4.AnarrativethatdefinesthemethodsandmeansbywhichtheproposingfirmwillperformtheservicesoutlinedintheRequestforProposals.5.AProjecttimelineoutliningthedatesandspecifictasksnecessarytocompletetheProject;includingthespecificemployeesinvolved.Includean-hourestimate,summarizingtheapproximatenumberofhoursforeachphaseortaskforeachindividualassignedtotheProject,includingSubconsultantpersonnel.6.Theproposedfixedfeeoftheproposingfirm,brokendownbyProjectphases,aswellasratesforanyanticipatedreimbursableexpensessuchasforvehiclemileage,equipment,postage,copying,etc.Therateschedulemustbeascomprehensiveaspossible.Ifreimbursableratesarenotknowninadvance,thosereimbursableexpensesdefinedinthescheduleshallbenotedtobereimbursed“atcost”.Thefixedfeeandreimbursablerateschedulewillbethebasisofpaymentforthesuccessfulfirm.7.AlistofwhatportionoftheWork,ifany,willbesubcontractedusingExhibit6.8.Alistofatleastfive(5)referencesforwhichsimilarserviceshavebeenprovided.Includecurrentcontactnames,addressesandtelephonenumbersandprojectvalue.9.Anyotherinformationdeemednecessarybytheproposingfirm.JO.AnexecutedReferenceAuthorizationandReleaseFormExhibit7.C.SubmittalofaProposalshallbetakenasaprimafacieevidencethattheproposerhasfullknowledgeofthescope,nature,qualityandquantityoftheWorktobeperformed,andthedetailedrequirementsandconditionsunderwhichtheWorkistobeperformed.D.GeneralRequirementsofthesuccessfulproposingfirm:1.ThesuccessfulproposingfirmshallenterintoaContractattachedasExhibit2,withtheTownofEstesPark.TheTownofEstesParkwillgenerateaPurchaseOrderwhichmatchestheAgreementvalue.2.ThesuccessfulproposingfirmwillberequiredtomaintaininsurancecoveragesforthedurationoftheContractperiodasoutlinedinExhibit2tothisRequestforProposal.3.ThesuccessfulproposingfirmshallbeprohibitedfromassigningorsubcontractingthewholeoranypartoftheContractwithoutthepriorwrittenconsentoftheTownofEstesPark.4.ThesuccessfulproposingfirmanditsemployeeswilloperateasanIndependentContractorandwillnotbeconsideredemployeesoftheTownofEstesPark.Page7of29 EXHIBITITOWNOFESTESPARKACCEPTANCEOFCONDITIONSSTATEMENT(DNoemployee,electedorappointedofficialoftheTownofEstesPark,oranysuchperson’sspouseordependentchildhasanexistingorpending,directorindirect,financial,ownershiporpersonalinterestintheproposingfirmofthisRequestforProposal,exceptasfollows:I/weherebyagreetoallinstructions,termsandconditions,andspecificationscontainedherein:IacknowledgereceiptofthefollowingAddenda:______________________________________ProposingFirm:Address:TelephoneNumber:SubmittedBy:(Signature)Title:Date:Attest:MyCommissionExpires:Page8of29cD EXHIBIT2TOWNOFESTESPARKAGREEMENTFORPROFESSIONALSERVICESTHISAGREEMENTFORPROFESSIONALSERVICES(this“Agreement”)ismadeandenteredintothis______dayof________2009,byandbetweentheTownofEstesPark,CountyofLarimer,StateofColorado(the“Town”)andanindependentcontractor(“Consultant”)__________________________________WHEREAS,theTownrequiresprofessionalengineeringservicesrelatedtotheMulti-PurposeEventsCenter(MPEC)andIndoorArena,andWHEREAS,ConsultanthashelditselfouttotheTownashavingtherequisiteexpertiseandexperiencetoperformtherequiredengineeringservices;NOW,THEREFORE,fortheconsiderationhereinaftersetforth,thereceiptandsufficiencyofwhichareherebyacknowledged,thepartiesheretoagreeasfollows:SCOPEOFSERVICESA.Consultantshallfurnishalllaborandmaterialsrequitedforthecompleteandpromptexecutionandperformanceofitsduties,obligations,andresponsibilities(the“Work”)whicharedescribedorreasonablyimpliedinConsultant’sproposaldatedApril17,2009.B.NomaterialchangetotheScopeofServices,includinganyadditionalcompensation,shallbeeffectiveorpaidunlessauthorizedbywrittenamendmentexecutedbytheTown.IfConsultantproceedswithoutsuchwrittenauthorization,thenConsultantshallbedeemedtohavewaivedanyclaimforadditionalcompensation,includingaclaimbasedonthetheoryofunjustenrichment,quantummeritorimpliedcontract.Exceptasexpresslyprovidedherein,noagent,employee,orrepresentativeoftheTownisauthorizedtomodifyanytermofthisAgreement,eitherdirectlyorimpliedbyacourseofaction.REPORTS.DATAANDWORKPRODUCTA.TheTownshallprovideConsultantwithreportsandsuchotherdataasmaybeavailabletotheTownandreasonablyrequiredbyConsultanttoperformtheScopeofServices.AlldocumentsprovidedbytheTowntoConsultantshallbereturnedtotheTown.ConsultantisauthorizedbytheTowntoretaincopiesofsuchdataandmaterialsatConsultant’sexpense.B.OtherthansharinginformationwithdesignatedthirdpartiesaspreviouslydirectedbytheTown,noprojectinformationshallbedisclosedbyConsultanttothirdpartieswithoutpriorwrittenconsentoftheTownorpursuanttoalawfulcourtorderdirectingsuchdisclosure.Page9of29 C.TheTownacknowledgesthatthedocumentscreatedbyConsultantfortheProject,includingbutnotlimitedtodrawings,designs,specifications,reports,andincidentalworkormaterials(the“WorkProduct”),areinstrumentsofprofessionalservice.Nevertheless,copiesoftheWorkProductshallbeprovidedtotheTownandothercontractorsandsubcontractorsshallbeauthorizedtouseandreproduceapplicableportionsoftheWorkProductthatareappropriatetouseintheexecutionoftheirworkrelatedtotheProject.TheWorkProductshallbecomethepropertyoftheTownuponcompletionoftheWork.Consultant,however,shallretainitsrightsinitsstandarddrawingdetails,designs,specifications,databases,computersoftwareandanyotherproprietarypropertyandallrightstoanyintellectualpropertydeveloped,utilized,ormodifiedintheperformanceoftheWork.D.ConsultantshallprovidetotheTownelectronicversionsoftheWorkProductintheformatdirectedbytheTown.Ill.COMPENSATIONANDFINALSETTLEMENTA.InconsiderationforthecompletionoftheWorkbytheConsultant,theTownshallpaytheConsultant.B.If,onthebasisoftheTown’sobservationoftheWorkandtheTown’sreviewofthefinalinvoiceandaccompanyingdocumentationasrequiredbythisAgreement,theTownissatisfiedthattheWorkhasbeencompletedandConsultant’sotherobligationsunderthisAgreementhavebeenfulfilled,theTownwillpaytheamountusingVendorpaymentCutoffDatesforAccountsPayableperTownrequirements.Otherwise,theTownwillreturntheinvoicetoConsultant,indicatinginwritingthereasonsforrefusingtoschedulefinalsettlement,inwhichcaseConsultantshallmakethenecessarycorrectionsandresubmittheinvoice.IV.COMMENCEMENTANDCOMPLETIONOFWORKWithinsevendaysofreceiptofaNoticetoProceed,ConsultantshallcommenceworkassetforthintheScopeofServicesorthatportionofsuchworkasisspecifiedinsaidNotice.ExceptasmaybechangedinwritingbytheTown,theScopeofServicesshallbecompleteandConsultantshallfurnishtheTownthespecifieddeliverablesasprovidedinExhibit3.PageiOof29ED PROFESSIONALRESPONSIBILITYA.ConsultantherebywarrantsthatitisqualifiedtoperformtheWork,holdsallprofessionallicensesrequiredbylawtoperformtheWork,andhasallrequisitecorporateauthoritytoenterintothisAgreement.B.TheWorkshallbeperformedbyConsultantinaccordancewithgenerallyacceptedprofessionalpracticesandthelevelofcompetencypresentlymaintainedbyotherpracticingprofessionalfirmsperformingthesameorsimilartypeofworkintheDenvermetroarea.TheWorkshallbedoneincompliancewithapplicablefederal,stateandlocallaws,ordinances,rulesandregulations.C.Consultantshallberesponsiblefortheprofessionalquality,technicalaccuracy,timelycompletion,andthecoordinationofalldesigns,drawings,specifications,reports,andotherservicesfurnishedbyConsultantunderthisAgreement.Consultantshall,withoutadditionalcompensation,correctorresolveanyerrorsordeficienciesinitsdesigns,drawings,specifications,reports,andotherservices,whichfallbelowthestandardofprofessionalpractice,andreimbursetheTownforconstructioncostscausedbyerrorsandomissionswhichfallbelowthestandardofprofessionalpractice.D.ApprovalbytheTownofdrawings,designs,specifications,reports,andincidentalworkormaterialsfurnishedhereundershallnotinanywayrelieveConsultantofresponsibilityfortechnicaladequacyofthework.NeithertheTown’sreview,approval,oracceptanceof,norpaymentfor,anyoftheWorkshallbeconstruedtooperateasawaiverofanyrightsunderthisAgreementorofanycauseofactionarisingoutoftheperformanceofthisAgreement.E.BecausetheTownhashiredConsultantforitsprofessionalexpertise,Consultantagreesnottoemploysubcontractorstoperformmorethanfiftypercent(50%)oftheworkrequiredundertheScopeofServices.UponexecutionofthisAgreement,ConsultantshallfurnishtotheTownalistofproposedsubcontractors,andConsultantshallnotemployasubcontractortowhoseemploymenttheTownreasonablyobjects.AllcontractsbetweenConsultantandsubcontractorsshallconformtothisAgreementincluding,butnotlimitedto,SectionXl,L.Page11of29 VI.INSURANCEA.Consultantagreestoprocureandmaintain,atitsowncost,apolicyorpoliciesofinsurancesufficienttoinsureagainstallliability,claims,demands,andotherobligationsassumedbyConsultantpursuanttothisAgreement.Suchinsuranceshallbeinadditiontoanyotherinsurancerequirementsimposedbylaw.B.Consultantshallprocureandmaintain,andshallcauseanysubcontractorofConsultanttoprocureandmaintain,theminimuminsurancecoverageslistedbelow.SuchcoveragesshallbeprocuredandmaintainedwithformsandinsurersacceptabletotheTown.Inthecaseofanyclaims-madepolicy,thenecessaryretroactivedatesandextendedreportingperiodsshallbeprocuredtomaintainsuchcontinuouscoverage.1.TheConsultantshallcarry,provideandmaintain,infullforceandeffectatalltimesduringthetermofthisAgreement,atitssolecostandexpense,workmen’scompensationinsurancerequitedforallitsemployees,commercialgeneralliabilityinsurance,errorsandomissioninsurance(professionalliability),andautomobileliabilityinsuranceinconjunctionwiththeperformanceofitsobligationsunderthetermsofthisAgreement.SaidinsurancecoverageshallbeinamountsnolessthantheliabilitylimitsspecifiedintheColoradoGovernmentalImmunityAct,Section24-10-101,etseq.,C.R.S.ascurrentlyexistsormaybeamendedhereafter.2.SuchpoliciesshallprovidethatTown,itsofficers,itsemployeesbeanadditionalinsuredandtheTownshallbeentitledtorecoveryundersaidpoliciesforanylossoccasionedtoit,itsofficers,employees,andagentsbyreasonoftheactsoromissionsofConsultant,itsofficers,employees,agents,subcontractors,orbusinessinvitees.SuchpoliciesshallbewrittenasprimarypoliciesnotcontributingtoandnotinexcessofcoverageTownmaycarry.C.AnyinsurancecarriedbytheTown,itsofficers,itsemployees,oritsconsultantsshallbeexcessandnotcontributoryinsurancetothatprovidedbyConsultant.Consultantshallbesolelyresponsibleforanydeductiblelossesunderanypolicy.D.ConsultantshallprovidetotheTownacertificateofinsurance,completedbyConsultant’sinsuranceagent,asevidencethatpoliciesprovidingtherequiredcoverages,conditions,andminimumlimitsareinfullforceandeffect.ThecertificateshallidentifythisAgreementandshallprovidethatthecoveragesaffordedunderthepoliciesshallnotbecancelled,terminatedormateriallychangeduntilatleastthirty(30)dayspriorwrittennoticehasbeengiventotheTown.TheTownreservestherighttorequestandreceiveacertifiedcopyofanypolicyandanyendorsementthereto.E.FailureonthepartofConsultanttoprocureormaintaintheinsurancerequiredhereinshallconstituteamaterialbreachofthisAgreementuponwhichtheTownmayimmediatelyterminatethisAgreement,oratitsdiscretion,theTownmayprocureorPagel2of29ED renewanysuchpolicyoranyextendedreportingperiodtheretoandmaypayanyandallpremiumsinconnectiontherewith,andallmoniessopaidbytheTownshallberepaidbyConsultanttotheTownupondemand,ortheTownmayoffsetthecostofthepremiumsagainstanymoniesduetoConsultantfromtheTown.VII.INDEMNIFICATIONConsultantagreestoindemnifyandholdharmlesstheTownanditsofficers,insurers,volunteers,representatives,agents,employeesandassignsfromandagainstallclaims,liability,damages,losses,expensesanddemands,includingattorney’sfees,onaccountofinjury,loss,ordamage,including,withoutlimitation,claimsarisingfrombodilyinjury,personalinjury,sickness,disease,death,propertylossordamage,whichariseoutofthenegligentact,omission,error,professionalerror,mistake,negligence,orothernegligentfaultofConsultant,anysubcontractorofConsultant,oranyofficer,employee,representative,oragentofConsultantorofanysubcontractorofConsultant,orwhichariseoutofanyworkmen’scompensationclaimofanyemployeeofConsultantorofanyemployeeofanysubcontractorofConsultant.InanyandallclaimsagainstTownoranyofitsofficers,insurers,volunteers,representatives,agents,employeesorassigns,byanyemployeeofConsultant,anysubcontractorofConsultant,anyonedirectlyorindirectlyemployedbyanyofthemoranyoneforwhoseactanyofthemmaybeliable,theindemnificationobligationunderthisSectionVIIshallnotbelimitedinanywaybyanylimitationontheamountortypeofdamages,compensationorbenefitspayablebyorforConsultantoranysubcontractorunderworker’scompensationactions,disabilitybenefitactsorotheremployeebenefitacts.IntheeventitbecomesnecessaryfortheTowntobringanyactiontoenforceanyprovisionofthisAgreementortorecoveranydamagestheTownmayincurasaresultofthebreachofthisAgreement,including,butnotlimitedto,defectivework,andtheTownprevailsinsuchlitigation,ConsultantshallpaytheTownitsreasonableattorneys’feesasdeterminedbythecourt.VIII.TERMINATIONThisAgreementshallterminateatsuchtimeastheWorkiscompletedandtherequirementsofthisAgreementaresatisfied,orupontheTown’sprovidingConsultantwithseven(7)daysadvancewrittennotice,whicheveroccursfirst.IftheAgreementisterminatedbytheTown’sissuanceofwrittennoticeofintenttoterminate,theTownshallpayConsultantthereasonablevalueofallworkpreviouslyauthorizedandcompletedpriortothedateoftermination.If,however,ConsultanthassubstantiallyormateriallybreachedthisAgreement,theTownshallhaveanyremedyorrightofset-offavailableatlawandequity.IftheAgreementisterminatedforanyreasonotherthancausepriortocompletionoftheWork,anyuseofdocumentsbytheTownthereaftershallbeattheTown’ssolerisk,unlessotherwiseconsentedtobyConsultant.NothinghereinshallconstituteamultiplefiscalyearobligationpursuanttoColoradoConstitution,ArticleX,Section20.NotwithstandinganyotherprovisionofthisAgreement,theTown’sobligationsunderthisAgreementaresubjecttoannualappropriationbytheTownPage13of29 BoardoftheTown.AnyfailureoftheTownBoardannuallytoappropriateadequatemoniestofinancetheTown’sobligationsunderthisAgreementshallterminatethisAgreementatsuchtimeassuchthen-existingappropriationsaretobedepleted.NoticeshallbegivenpromptlytoConsultantofanyfailuretoappropriatesuchadequatemonies.IX.CONFLICTOFINTERESTTheConsultantshalldiscloseanypersonalorprivateinterestrelatedtopropertyorbusinesswiththeTown.Upondisclosureofanysuchinterest,theTownshalldetermineiftheinterestconstitutesaconflictofinterest.IftheTowndeterminesthataconflictofinterestexists,theTownmaytreatsuchconflictofinterestasadefaultandterminatethisAgreement.X.INDEPENDENTCONTRACTORConsultantisanindependentcontractor.NotwithstandinganyotherprovisionofthisAgreement,allpersonnelassignedbyConsultanttoperformworkunderthetermsofthisAgreementshallbe,andremainatalltimes,employeesoragentsofConsultantforallpurposes.ConsultantshallmakenorepresentationthatitisaTownemployeeforanypurposes.Xl.MISCELLANEOUSA.GoverninQLawandVenue.ThisAgreementshallbegovernedbythelawsoftheStateofColorado,andanylegalactionconcerningtheprovisionshereofshallbebroughtinLarimerCounty,Colorado.B.NoWaiver.DelaysinenforcementorthewaiverofanyoneormotedefaultsorbreachesofthisAgreementbytheTownshallnotconstituteawaiverofanyoftheothertermsorobligationofthisAgreement.C.Integration.ThisAgreementandanyattachedexhibitsconstitutetheentireAgreementbetweenConsultantandtheTown,supersedingallpriororalorwrittencommunications.D.ThirdParties.Therearenointendedthird-partybeneficiariestothisAgreement.E.Notice.AnynoticeunderthisAgreementshallbeinwriting,andshallbedeemedsufficientwhendirectlypresentedorsentpre-paid,firstclassUnitedStatesMail,addressedasfollows:TheTown:TownofEstesPark,PublicWorksDepartmentP0Box1200EstesPark,CO80517Consultant:TEDPagel4of29 F.Severability.IfanyprovisionofthisAgreementisfoundbyacourtofcompetentjurisdictiontobeunlawfulorunenforceableforanyreason,theremainingprovisionshereofshallremaininfullforceandeffect.G.Modification.ThisAgreementmayonlybemodifieduponwrittenagreementoftheparties.H.Assignment.NeitherthisAgreementnoranyoftherightsorobligationsofthepartieshereto,shallbeassignedbyeitherpartywithoutthewrittenconsentoftheother.GovernmentalImmunity.TheTown,itsofficers,anditsemployees,arerelyingon,anddonotwaiveorintendtowaivebyanyprovisionofthisAgreement,themonetarylimitations(presentlyonehundredfiftythousanddollars($150,000)perpersonandsixhundredthousanddollars($600,000)peroccurrence)oranyotherrights,immunities,andprotectionsprovidedbytheColoradoGovernmentalImmunityAct,C.R.S.§24-10-101,etseq.,asamended,orotherwiseavailabletotheTownanditsofficersoremployees.J.RightsandRemedies.TherightsandremediesoftheTownunderthisAgreementareinadditiontoanyotherrightsandremediesprovidedbylaw.TheexpirationofthisAgreementshallinnowaylimittheTown’slegalorequitableremedies,ortheperiodinwhichsuchremediesmaybeasserted,forworknegligentlyordefectivelyperformed.K.BindingEffect.TheTownandConsultanteachbinditself,itssuccessorsandassignstotheotherpartytothisAgreementwithrespecttoallrightsandobligationsunderthisAgreement.NeithertheTownnorConsultantshallassignortransferitsinterestinthisAgreementwithoutthewrittenconsentoftheother.L.WorkByIllegalAliensProhibited.1.Consultantherebycertifiesthat,asofthedateofthisAgreement,itdoesnotknowinglyemployorcontractwithanillegalalienandthatConsultanthasparticipatedorattemptedtoparticipateinthebasicpilotemploymentverificationprogramasdefinedinC.R.S.§8-17.5-101(1)(Program”)inordertoverifythatitdoesnotemployillegalaliens.2.ConsultantshallnotknowinglyemployorcontractwithanillegalalientoperformworksunderthisAgreementorenterintoacontractwithasubcontractorthatfailstocertifytoConsultantthatthesubcontractorshallnotknowinglyemployorcontractwithanillegalalientoperformworkunderthisAgreement.3.ConsultantherebycertifiesthatithasverifiedorattemptedtoverifythroughparticipationintheProgramthatConsultantdoesnotemployanyillegalaliensand,ifConsultantisnotacceptedintotheProgrampriortoenteringintothisAgreement,thatConsultantshallapplytoparticipateintheProgrameverythree(3)monthsuntilConsultantisacceptedorthisAgreementhasbeencompleted,whicheverisearlier.Page15of29 4.ConsultantisprohibitedfromusingProgramprocedurestoundertakepreemploymentscreeningofjobapplicantswhilethisAgreementisbeingperformed.5.IfConsultantobtainsactualknowledgethatasubcontractorperformingworkunderthisAgreementknowinglyemploysorcontractswithanillegalalien,Consultantshallberequiredto:(i)notifythesubcontractorandDistrictwithinthree(3)daysthatConsultanthasactualknowledgethatthesubcontractorisemployingorcontractingwithanillegalalien;and(ii)terminatethesubcontractwiththesubcontractorifwithinthree(3)daysofreceivingthenoticerequiredpursuanttothissubparagraphthesubcontractordoesnotstopemployingorcontractingwiththeillegalalien;exceptthatConsultantshallnotterminatethecontractwiththesubcontractorifduringsuchthree(3)daysthesubcontractorprovidesinformationtoestablishthatthesubcontractorhasnotknowinglyemployedorcontractedwithanillegalalien.6.ConsultantshallcomplywithanyreasonablerequestbytheColoradoDepartmentofLaborandEmployment(“Department”)madeinthecourseofaninvestigationthattheDepartmentisundertakingpursuanttotheauthorityestablishedinC.R.S.Article17.5.7.IfConsultantviolatesthisparagraph,DistrictmayterminatethisAgreementforbreachofcontract.IfthisAgreementissoterminated,ConsultantshallbeliableforactualandconsequentialdamagestotheDistrict.INWITNESSWHEREOF,thepartiesheretohaveexecutedthisAgreementonthedatefirstsetforthabove.OWNER:CONSULTANTTOWNOFESTESPARK,COLORADO____________________By:____________________________By:________________________MayorTitle:PresidentAddress:_____________________ATTEST:ATTEST:By:_____________________________By:_________________________TownClerk(SEAL)(SEAL)Page16of29 QOtherPartners:Page17of29 EXHIBIT3TOWNOFESTESPARKCONSULTANTSSCOPEOFWORKGENERALINFORMATIONA.IntroductionThepurposeofthisdocumentistoprovidequalifiedinterestedpartieswithinformationtoenablethemtoprepareandsubmitaproposalforthedesignoftheStanleyPark30,000s.fMulti-PurposeEventCenter(MPEC)anda22,000s.f.IndoorArena.TheMPECandIndoorArenaforthepurposesofthisRequestforProposal(RFP)includestheproposedbuildingsthemselves,thesurroundingsitedevelopmentandsupportiveinfrastructurenecessarytotheMPECandIndoorArena.TheMPECandIndoorArenawillbelocatedontheSouthWesternportionofStanleyPark.TheStanleyParkareaisboundbyFourthStreettotheWest,StateHwy.36totheNorth,CommunityDrivetotheEast,andManfordAvenuetotheSouth.StanleyParkisacriticaleventandequestriancomplexfortheTownofEstesPark.TheMPECwillbeacenterpiecetotheStanleyParkcomplexanditwillserveasamultipurposeuseandequestrianfacilityforthecommunity,itsspecialeventusersandvisitors.ThisRFPisaresultofthecommunity’sdesiretoconstructanewMulti-PurposeEventCenterbuildingthatwillaccommodateequestrianstallsinthesummermonths(untilpermanentstallbarnscanbebuiltatalaterdate)andeventsfortheremainderoftheyearandanadjacentandindependentenclosedequestrianarena.Bothstructureswillrequireredevelopmentandimprovementstothesiteandutilitiesservingthenewbuildings.Theparkinglotdesignfora450stallparkinglotisbeingcompletedbyMay29thof2009.ThesuccessfuldesignteamofthisREPwillberequiredtocoordinatewiththeadjacentparkinglotdesignandtheapproveddesignguidelinesforStanleyPark.Thisdesignteamshallbeunderthedirectionofastakeholderscommittee.ThiscommitteewillbecomprisedofTownstaffandelectedofficials.Therefore,theTownofEstesParkseeksproposalsfromconsultantswithexpertiseinArchitecture,Structural,Mechanical,ElectricalandCivilEngineeringtodesignandpreparebiddocumentsfortheMPECbuildingandtheseparateenclosedArenabuildingandrequitedcivilsiteimprovements.ThesuccessfuldesignfirmordesignteamwillhaveexpertiseinMultipurposefacilities,Equestrianfacilities,LEEDandGreentechnologies,BuildingandPlanningcoderequirements,engineering,specialeventsandeventcentermarketing.ThesuccessfulconsultantshallenterintoacontactwiththeTownofEstesParkforcompleteprofessionalservicestoincludethefollowing.1.Programdevelopment2.Designdevelopment/schematicdesign3.PreliminarydesignPageJ8of29cD 4.Finaldesign5.Biddingphaseservices6.ConstructionphaseservicesB.ScopeoftheProjectThesuccessfulconsultantorteamofconsultantsshallberesponsibleforthedevelopmentofacomprehensivesetofbiddocumentsandspecificationsinaccordancewithindustrystandardandtoeveryextentpossiblethebiddocumentsshallbeinthebestinterestoftheTownofEstesPark.TheprojectshallhavethreeseparateanddistinctivebiddocumentssotheTowncansolicitBidsseparatelyortogetherforthefollowing.1.Multi-UseEventCenter(MPEC)2.IndoorEnclosedEquestrianArena3.CivilSiteWorkandUtilitiesItistheintentthatthethreeprojectswillbedevelopedtogetherthroughtheprogramdevelopmentstagetofinaldocuments.Totheextentpossiblemeetingswithstakeholderswilladdressallthreeprojectstogethertoreducecostsandincreaseefficienciesforthedesignteam.C.PreliminaryProgramDevelopmentTheTownwillholdtwoprogramdevelopmentmeetingswiththeTownBoard;additionalmeetingswithstakeholderswillbeasneededduringthisphase.TheconsultantshallorganizeandmakepresentationstotheTownboardduringtheseworksessions.Atthesemeetingstheconsultantwillberequiredtobringexpertiseinalldisciplinesbutofmostimportanceisexpertiseinspecialeventsoperationsandmarketing.TheStaffandTownBoardwillaskquestionsandreacttotheexpertiseofthesuccessfulconsultantsinputtodevelopaprogramfortheMPECfacility.PossiblespaceprogramsfortheMPECandArenaarelistedinExhibit4.D.FiscallyconstrainedprogramdevelopmentAfterthetwoprogramworksessionstheconsultantsshallorganizeaflexiblepresentationtoaidthestakeholdersandtheTownBoardinfinalizingafiscallyconstrainedprogram.Itwillbetheconsultant’srequirementtoprovideconstructioncostestimatesandpresentationmaterialstodevelopconsensusfromtheTown’sstakeholdersandTownBoardinthisworksession.Itwillbeatthismeetingthatfundingalternativesandfinancingwillbedetermined.TheconsultantwillberequiredtoholdadditionalmeetingsasnecessarytoreachafinalfiscallyconstrainedprogramfortheMPECandEnclosedArena.Page19of29 E.DesignDevelopment!SchematicPhaseAftersuccessfulcompletionoftheprogramphasetheconsultantshallbeginthedesigndevelopmentphasewiththestakeholdersgroup.ItwillbethedecisionofthestakeholderstodecideatwhatpointthegroupisreadyfortheconsultanttopresenttotheTownBoardapreliminarydesignconceptforinputandcommentfromtheBoardinadesigndevelopmentworksession.Theconsultantagainwillmakesufficientpresentationmaterials,costestimatesandorganizethisworksessiontowardsasuccessfulconclusionanddirectionintothePreliminaryDesignPhase.F.PreliminaryDesignPhaseAftersuccessfulcompletionofthedesigndevelopmentphasetheconsultantTeamwillbeginthepreliminarydesignoftheMPEC,EnclosedArena,andtheCivilSiteWorkbiddocuments.TheconsultantsshallprovidecompleteArchitecturalandEngineeringservicesforbuildingcomponents,mechanicalandelectricalsystems,foundationandstructuraldesign,surveying,civilandgeotechnicalengineering,transportationanddrainageengineering.TheseindividualbidsetsandspecificationswillbeinaformatthatisacceptabletotheTownandinconformancewithindustrystandards.TheConsultantshalldesignthevariouselementsoftheprojectswithinallcurrentlyadoptedbuildingcodesandstandards,TownofEstesParkspolicies,criteriaanddevelopmentcodes,individualutilityrequirementsandStanleyParkDesignCriteria.TheTownwillreservetherighttodirecttheconsultanttopreparethethreebiddocumentstobebidtogetherorseparately.Thedesignsshallbedevelopedconsideringbutnotlimitedtothefollowingcriteria.Thesecriteriaaretobeusedasguidelinesindevelopmentoftheprojectsandarenotintendedtobeconclusiveinalldesignrespects.Thesuccessfulconsultantswillbeencouragedtoexpandonthecriteriainordertoproducethebestpossibledesignwithintheconstraintsoftheprogram,theconstructionbudget,thesiteandthespaceprogramwhileconformingtotheperformancespecifications.F.JDesignQualityCriteriaachievingsuperiordesignqualityinbuildingaesthetics,materialsandconstructionisoneoftheTown’smajorobjectivesforthisproject.Proponentsmustdemonstrateprevioussuccessfulprojectsinthisregard.Duringtheproject’spreliminarydesignphase,thedesignteamshallprovideaminimumofoneinnovativeclearspansuperstructureconceptdevelopedthroughthecollaborativeeffortsofthestructuralsteelsupplier’s,thearchitectandthearchitect’sstructuralengineer.OptionalclearspandesignsdevelopedinthismannerwillbeanalyzedbytheTown,basedonanevaluationofanyextracosts,relativetotheperceivedenhancedinterioraestheticvalue.Theusefuldesignlifefortheprojectsisrecognizedtobe50yearsplus.Page20of29cD F.2StanleyParkCharacterCriteriaThefacilitiesandprojectdesignsshallberequiredtobeinconformancewithStanleyParkDesignCriteriaandincharacterwiththeTownsofEstesParksnaturalsetting.ItisimportantthattheMPECandIndoorArenapromotescompatibilitywithitssurroundingsandestablishessustainablebuildingstandards.F.3AccessibilityCriteriaTheprojectsshallbeuniversallydesignedwithproductsandenvironmentstobeusablebyallpeople,totheextentpossible,withouttheneedforadaptationorspecializeddesign.TheaccessibilityoftheprojectsshallmeetalladoptedregulationsthatgovernthedesignandconstructionincludingthelatestadditionofANSIAll7.1.Theseimprovementsareintendedtoserveallpeopleofallages,sizes,andabilities.F.4UtilitiesSiteDesignCriteriaThevariousprojectswillrequireimprovementstotheutilitiesandthesitetoservetheprojects.TheseimprovementsmaybeneededonboththeStanleyParkpropertybutmayalsorequireutilityimprovementsoffsite.Theconsultantswillberequiredtomeetwiththevariousutilityprovidersanddetermineneeds.TheconsultantsshallassisttheTownindeterminingthebestalternativefortheTownregardingsitedevelopmentconstraintsandutilityrequirements.UponresolutionoftheseissuestheconsultantsshallassisttheTownwithanyagreementsthatwillberequiredbetweentheTownandtheutilityprovidersanddesigntheimprovementsforinclusioninthecivilsitebiddocuments.LegalrepresentationfortheTownisnotwithintheScopeofthisRFP.ThesuccessfulTeamwillberequiredtocoordinatetheSiteDesignwiththeParkingLotDesignalreadycompletedbytheTown.Thisdesignwillbemadeavailabletothesuccessfulconsultantindigitalformat.ThegeotechnicalresearchisalreadycompletedandenclosedasExhibit5.IfadditionalgeotechnicalworkisdesiredbytheconsultantstheconsultantsmustincludethatadditionalresearchwithintheScopeofthisREP.Alsotheconsultantswillberequiredtoprovidethetopographicsurveyandundergroundsurveyssufficienttodesigntheproject,developbiddocumentsandcomplywiththesiteplanrequirementsofthedevelopmentcode.TheTownanticipatesthatthecivilsiteworkwillbebidseparatelyandearlierthantheMPECandIndoorArenatocompletesiteconstructionin2009.Page21of29 F.5EnvironmentalCriteriaTheconsultingteamshallmeetorexceedallenvironmentalrequirementsthatgovernthedesignandproposedwork.Thedesignwillrequireapprovalfromallagenciesthatmayhavejurisdictionoverthework.ThismayincludebutnotbelimitedtotheColoradoDepartmentofHealthandEnvironment,TheU.S.CorpofEngineers,theColoradoDepartmentofTransportation,theBureauofReclamationandtheTownofEstesPark.TheTownwillrequirethattheconsultantsproposedteamwillhavetheexpertisetorecognizealloftheserequirementsandincludetheworknecessaryintheproposaltogettheprojectsapprovedwithallagencieshavingjurisdictionandapprovalauthorityoverthework.TheconsultantshallincludeaTrafficImpactStudy(TIS)inconformancewithCDOTrequirements.TheconsultantshallberequiredtoobtainapprovalfromCDOT.TISwillbedevelopedtomaximizethebenefittotheTownsinterests.F.6EnergyDesignCriteriaTheTownwillrequirethattheconsultantsTeamhavesubstantialbackgroundinmechanical,electricalengineeringandLEEDdesignexperience.TheTownwilllookfortheconsultantstodevelopalternativesinmaterials,HVAC,lightingandrecycledmaterialstoreduceimpactstotheenvironment.Theconsultantsshalltakeadvantageofalltechnologiesinregardtogeothermal,solarandwindenergies.TheconsultantshallprovideanalysisofthesealternativetechnologiesandthecostbenefitsanalysistoassisttheTownindevelopingbothasustainablebutalsoanenvironmentallysoundbuildingsandsite.F.7ConformancewithFunctionalSpaceProgramCriteriaItisimperativethattheproposeddesignmeetorbetterthenetareasassetforthintheprogramdevelopmentphasesetbytheTown.Proponentsmayaddtothenetareasshoulditbefeltthatthefunctionalspaceprogramisdeficientorunderstatedincertainareas.Itmaybethataparticulardesignmayrequiresomeminorchangestotheareaslistedintheprogram.Theseconflictsandminorchangesaretobeexpectedandreworkofthedocumentswillbeinclusiveintheconsultantswork.Areasforconcessionsandrestroomswillbeconsideredessentialprogramareas.F.8PlanningCommissionCriteriaIfitisnecessaryatthispointtime,theconsultantwillbedirectedtoseekapprovalfromtheplanningcommissionandanyvariancesrequiredbytheboardofadjustments.TheconsultingteamwillberequiredtoprepareandproposetheprojecttothePlanningCommissionandtheTownBoard.Itwillbetheconsultant’sresponsibilitytoreachconsensusandapprovalfromtheboardspriortomovingintofinaldesignphase.Page22of29cD G.FinalDesignPhaseAftertheTown’sStakeholdersdeterminethatthepreliminarydesignsaresufficientlycomplete,theTownboardorstaffwilldirecttheconsultantstopreparethefinalbiddocumentsforbidding.Finalbiddocumentsshallbeinconformancewithallcodesandstandardsasgovernedbytheagenciesthathaveauthorityovertheworkbeingproposed.TheTownwillrequirethatthebiddocumentsbeapprovedbytheTownpriortogoingouttobid.Allthreebidsetsshallbecompletewithsufficientdrawings,details,notes,specificationsandconstructionestimates.Thesebiddocumentsshallbeaclearanddefinitivedescriptionoftheworkproposedandthesedocumentsshallmeetorexceedsindustrystandards.ThesedocumentsshallbepreparedinthebestinterestoftheTowninallregardsandshallbedevelopedtoassureresponsiblebiddingfromqualifiedcontractorsmeetingTownrequirements.H.BiddingPhaseAssisttheTownduringthebiddingprocessthismayincludebutnotbelimitedtothefollowing.1.Attendpre-bidmeetings2.Answerquestionsandprovideclarificationduringbidding3.Prepareaddendaifnecessary4.EvaluatebidsandalternativesConstructionPhaseTheTownintendsonprovidingtheadministrationoftheprojectconstruction;however,theTownwillrequirethefollowingassistancefromtheconsultantduringtheconstructionphases.1.Attendpreconstructionmeeting.2.Issueandevaluatesupplementaryinstructions,proposalrequests.3.Reviewandevaluateallsubmittalsandshopdrawingsforconformancewithbiddocuments.TheconsultantshallprovideacopyofapprovedsubmittalstotheTown.4.Conductfieldvisitstoclarifybiddocuments.5.WherefieldconditionsdifferfromcontractdocumentsordisputesariseregardingthebiddocumentstheconsultantshallresolveissuessatisfactorilytotheTown.J.DELIVERABLESBYTASKAlldeliverablesshallbecomethepropertyoftheTownofEstesPark:1.Programdevelopmentphases:Alloftheprogramdevelopmentworkshopsandtheassociatedpresentationmaterialsshallbereducedtoan11inchby17inchprintedformat.Theconsultantshallberesponsiblefortakingminutesoftheseworksessions.Theseminutesshallreflectissuesdiscussedanddirectiongiven.TheminutesshallbeincorporatedintoPage23of29 the11inchby17inchdocumentforeachworksessionandshallbeassembledandacopydeliveredtoeachmemberpriortoattendingthenextworksessionforreviewandreference.ThisdocumentshallbeincolorandaCDofthedocumentinwordformatshallalsobeprovidedtotheTownforrecordkeepingpurposes.2.DesignDevelopmentlSchematicphaseInthisphaseallofthedocumentpreparationrequirementsoftheprogramdevelopmentshallalsobeapplicable.Inaddition,theconsultantshallprovidethefollowing.Developapowerpointpresentationforuseintheworksessionandmultiple24inchby36inchcolorrenderingsoftheexteriorandinteriorelementsoftheproposedMPECandIndoorArena.Againdocumentationandminutesofthedesigndevelopmentworksessionshallbeassembledperthellinchby17inchformatdescribedinSection1ofthistask.Thissummaryshallalsoincludeasuggestedscheduleofconstructionandcostestimates.3.PreliminaryDesignphase:Theconsultantshallprovidetwocopiesofallpreliminarydrawingsandreportsrequiredinthisphaseofwork.Thisincludescopiesofpreliminaryreportswhicharesubmittedtoallagencieswhichgovernandhaveapprovalauthorityoverthework.Theconsultantsshallberesponsibleforprovidingalldocumentsnecessaryforapprovalorreviewbyagenciesthathavejurisdictionovertheproposedwork.InadditionproperdocumentsshallbepreparedfortheCommunityDevelopmentDepartmentreviewandBuilding/PlanningDepartmentreview.FinalreportsanddocumentsrequiredinthisphaseshallbesignedandsealedoriginalsthatbearsealsandsignaturesoftheArchitectorEngineerandshallincludetheapprovalstamporletterofapprovalfromagenciesgoverningtheproposedwork.TwooriginalcopiesofthesefinalapproveddocumentsshallbeprovidedtotheTownandtheconsultantshallincludeacopyofapproveddocumentsonCDinPDFformat.4.FinalDesignphase:FinalreportsanddocumentsrequiredinthisphaseshallbesignedandsealedoriginalsthatbearsealsandsignaturesoftheArchitectorEngineerandshallincludetheapprovalstamporletterofapprovalfromagenciesgoverningtheproposedwork.TwocopiesofthesefinalapproveddocumentsshallbeprovidedtotheTownandshallincludeaCDoftheapproveddocumentsinPDFformat.ThreeindependentBiddocumentsshallbeprovidedforthefollowing.1.Multi-UseEventCenter(MPEC)2.IndoorEnclosedEquestrianArena3.CivilSiteWorkandUtilitiesOnesetofdrawingsinreproduciblemylarformatforeachprojectshallbeprovidedalongwithtwoACADcopiesonCD.Twooriginalcopiesofstructuralcalculationssignedandsealed,andalladditionalreportsshallbealsobeprovidedtotheTown.Page24of29 5.BiddingPhase:Theconsultantshallberequiredtodevelop,preparebiddocumentsandformstotheTownssatisfactionforbidding.TheformatofthesedocumentsshallbeapprovedbytheTownpriortobiddingadvertisement.Theconsultantshallsubmitthesedocumentsindigitalformatsuitableforreproduction.TheTownwillincurthecostofbiddocumentreproduction.Duringthepre-bidmeetingtheconsultantshallrecordanddevelopmeetingminutesandproduceanyclarificationsandaddendumspriortothebidopening.6.ConstructionPhase:a.Providepreconstructionmeetingminutes.b.Issueandevaluatesupplementaryinstructions,requestsforInformation,andproposalrequests.ThesesupplementarydocumentsshallbesubmittedinwritingandorganizedinanacceptableformatwiththeTownsrequirements.c.Reviewandevaluateallsubmittalsandshopdrawingsforconformancewithbiddocuments.TheconsultantshallprovideacopyofapprovedsubmittalstotheTownforreviewandacceptance.d.Conductfieldvisitstoclarifybiddocumentsandresolveconflicts.AllmeetingsandclarificationsshallbedocumentedinaccordancewiththecontractdocumentsandanacceptableformatwiththeTown.e.WherefieldconditionsdifferfromthecontractdocumentsordisputesariseregardingthebiddocumentstheconsultantshallresolveissuesanddocumenttheresolutiontothesatisfactionoftheTown.TheTownmayrequireassistanceinnegotiatingchangeordersanddevelopingdesignchangesfromtheconsultantwhentheTownrequestsachangeinscopeofwork.Theworkrequiredtodevelopadditionaldesign,specificationsandchangeordersshallbeatarateinconformancewiththeagreement.Theconsultantshallberesponsibleforthecostsofanychangeordersthatarenecessaryduetoerrorsoromissionsoftheconsultantswork.K.ProposedProjectTimelineforRFPMay14,2009Pre-ProposalMeetingforRFPMay20,2009BidsDueREPJune19,2009NoticetoProceedonDesignPage25of29 EXHIBIT4ProgramIdeasforMulti-PurposelEventCenterow1vents:AntiqueShowBasketballArts&CraftsShowClimbingWallsAuctions*IndoorSoccerBoat&RVShowInlineHockeyBookSaleKarateCompetitionsBrierHorseShow(ModelHorses)RollerSkatingCarShowTennisx2ConferenceIConvention*VolleyBallCookingShowWalkingTrackDancesWorkout/AerobicAreaDog&CatShow*YogaConferenceDogObedienceClasses*#DollShowFoodFestivals’jçjjndoorAreGraduationBarrelRacingEventsGunShowCHAConference#HolidayHouseCuttingShowHome&GardenShowDraftHorseShow#ModelAirplaneShowDressageShow#Prom/AfterPromHorseShowPublicEmployeeEducationalSeminarsLivestockShowRegionalPinewoodDerbyPleasureRiding#Snow&IceConference**ReiningShowSportsmanShow*RopingEvents#SquareDancesTeamPenning&Sorting#Stamp&CoinShowsStihlTimberShow#TasteofEstes/StoresToolShow&SeminarsToyShowsTradeShowTrainShowVeterinarianContinuingEducationConference*WinterFestival*WoodMarket***denotescoveredarenauseaswell**denotescurrenteventsatFairgrounds#denotesshowsthathavebeencontacted&haveshowinterestPage26of29cD EXHIBIT5GEOTECHNICALENGINEERINGREPORTATTACHEDPage27of29 0GEOTECHNICALENGINEERINGREPORTPROPOSEDSTANLEYPARKMULTI-USEFACILITYN.SAINTVRAINAVENUEand4THSTREETTOWNOFESTESPARK,LARIMERCOUNTY,COLORADOTERRACONPROJECTNO.22075150December10,2007Preparedfor:TownofEstesParkPublicWorksDepartment170MacgregorAvenueEstesPark,Colorado80517AIIm:Mr.ScottZurn,REPreparedby:Terracon1242BramwoodPlace,Suite2Longmont,Colorado80501Phone:303-776-3921Fax:303-776-4041.7rrracon___ December10,2007Mr.ScottZurn,P.E.TownofEstesParkPublicWorksDepartment170MacgregorAvenueEstesPark,Colorado80517RE:GeotechnicalEngineeringReportProposedStanleyParkMulti-UseFacilityN.SaintVramAvenueand4thStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150Asrequested,Terraconhascompletedageotechnicalengineeringexplorationfortheproposedmulti-usebuildingtobeconstructedattheStanleyParkFairgroundsintheTownofEstesPark,Colorado.ThisstudywasperformedingeneralaccordancewithourProposalNo.G2207148datedNovember5,2007.Theresultsofourengineeringstudy,includingtheboringlocationdiagram,testboringrecords,laboratorytestresultsandthegeotechnicalrecommendationsneededtoaidInthedesignandconstructionoffoundations,on-gradeslabsandotherearthconnectedphasesofthisprojectareattached.Furtherdetailsareprovidedinthereport.Weappreciatebeingofservicetoyouinthegeotechnicalengineeringphaseofthisproject,andarepreparedtoassistyouduringtheconstructionphasesaswell.Ifyouhaveanyquestionsconcerningthisreportoranyofourtesting,cbservation,designandconsultingservices,pleasedonothesitatetocontactus.Sincerely,TERRACONCONSULTANTS,INC.EricS.Willis,P.E.EdwardJ.Paas,P.E.GeotechnicalEngineer/DepartmentManagerPrincipal/OfficeManagerCopiesto:Addressee(3) 0ProposedStanleyParkMulti-UseFacilityiterraconN.SaintVramAvenueand4thStreetTownofEstesPark,LarlmerCounty,ColoradoTerraconProjectNo.22075150TABLEOFCONTENTSPageNo.LetterofTransmittaliiINTRODUCTION1PROJECTDESCRIPTIONISITEEXPLORATIONPROCEDURES2FieldExploration2LaboratoryTesting3SITECONDITIONS3SUBSURFACECONDITIONS4SoilandBedrockConditions4FieldandLaboratoryTestResults4GroundwaterConditions4ENGINEERINGRECOMMENDATIONS5GeotechnicalConsiderations5FOUNDATIONRECOMMENDATIONS6SpreadFootings6SeismicConsiderations7FloorSlabs7Earthwork9GeneralConsiderations9SitePreparation9SubgradePreparation9FillMaterialsandPlacement10ExcavationandTrenchConstruction11AdditionalDesignandConstructionConsiderations12ExteriorSlabs12UndergroundUtilities12CorrosionProtection(Concrete)12SurfaceDrainage12GENERALCOMMENTS130 ProposedStanleyParkMulti-UseFacilityJt2rrconN.SaintVramAvenueand4thStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150APPENDIXABoringLocationDiagramAlLogsofBoringsA2toA9SubsurfaceDiagramAlOAPPENDIXBGrainSizeDistributionCurvesBliAPPENDIXC:GeneralNotes:Drilling&ExplorationClUnifiedSoilClassificationC2RockClassificationC3iv 0GEOTECHNICALENGINEERINGREPORTPROPOSEDSTANLEYPARKMULTI-USEFACILITYN.SAINTVRAINAVENUEand4STREETTOWNOFESTESPARK,LARIMERCOUNTY.COLORADOTERRACONPROJECTNO.22075150December10,2007INTRODUCTIONThisreportcontainstheresultsofourgeotechnicalengineeringexplorationfortheproposedmulti-usebuildingtobeconstructedonthewestsideoftheStanleyParkFairgroundsintheTownofEstesPark,LarimerCounty,Colorado.Thepurposeoftheseservicesistoprovideinformationandgeotechnicalengineeringrecommendationsrelativeto:•Subsurfacesoilandbedrockconditions•Groundwaterconditions•Foundationdesignandconstruction•Floorslabs•Generalearthworkconsiderations•SitedrainageconsiderationsTherecommendationscontainedinthisreportarebasedupontheresultsoffieldandlaboratorytesting,engineeringanalyses,andexperiencewithsimilarsoilconditions,structuresandourunderstandingoftheproposedproject.PROJECTDESCRIPTIONTheprojectsiteislocatedonthewestendofStanleyParkFairgroundsneartheintersectionofNorthCourtand4thStreetintheTownofEstesPark,Colorado.BasedoninformationprovidedbyarepresentativeoftheTown,theproposedprojectwillincludetheconstructionofamulti-usesportsfacilityatthesubjectsite.Ascurrentlyplanned,thebuildingwiltinctudeanindooricerinkandtwotenniscourtsforaportionoftheyear(winterconfiguration)andaround248horsestallsfortheremainingpartoftheyear.10 ProposedStanleyParkMultiUseFacilityJterraconN.SaintVramAvenueand4thStreetTownofEstesPark,LarimerCounty.ColoradoTerraconProjectNo.2O7515OWeunderstandthebuildingwillbeasinglestory,slab-on-gradestructureusingsteelframeconstruction(pre-engineeredbuilding)andwillencompassabout60,000squarefeetinplanview.Thesteelframestructuralmembersarereportedtoclear-spanadistanceofabout140feetandwillbeplacedonapproximate20-footcenters.Basement/belowgradeconstructionisnotplannedfortheproposedbuildingandweatenotawareofanysignificantearthretainingstructuresforthisproject.Basedonthesizeandtypeofconstructionplanned,weanticipatecomparativelylighttomoderatefoundationloads.Forouranalysis,wehaveconsideredmaximumcolumn/pointloadsontheorderof100kips.Finalgradingplanswerenotavailableatthetimeofthisreport;however,preliminaryinformationprovidedbytheclientindicatesthatthefloorslabwillbeconstructedaroundoursiteelevationof98to99feet(pleasereferencetheSubsurfaceDiagramincludedintheAppendixofthisreport).Basedonthisinformation,maximumcutsandfillsofabout2%to3Y2feetand2to3feet,respectively,willbeneededtoachieveconstructiongrades.Ifthetypeofconstruction,foundationloadsorsitegradingvariesfromthoseoutlinedabove,oriflocationofconstructionchangesweshouldbecontactedtoconfirmand/ormodifyoutrecommendationsaccordingly.SITEEXPLORATIONPROCEDURESFieldExploration:HghttestboringsweredrilledonNovember19,2007.Theboringsweredrilledtodepthsofabout12Y2to25feetattheapproximatelocationsshownontheBoringLocationDiagram,Figure1.Threeoftheeightboringsencountereddrillrigaugerrefusalingranitebedrockatdepthsofabout12Y2to13feetbelowthegroundsurface.Theboringsweredrilledwithinornearthefootprintoftheproposedbuilding.Allboringswereadvancedwithatruck-mounteddrillingrig,utilizing4-inchdiametersolidstemaugers.Theboringswerelocatedinthefieldbymeasurementswithamechanicalsurveyingwheelusingpropertyboundariesand/orexistingsitefeaturesasareference.Rightanglesforlocatingtheboringswereestimated.Approximategroundsurfaceelevationsateachboringlocationwereobtainedbymeasurementswithanengineer’slevelandrodfromatemporarybenchmark(TBM)shownontheBoringLocationDiagram.Theaccuracyofboringlocationsandelevationsshouldonlybeassumedtothelevelimpliedbythemethodsused.Ageotechnicalengineerrecordedlithologiclogsofeachboringduringthedrillingoperations.Atselectedintervals,samplesofthesubsurfacematerialsweretakenbydrivingCaliforniabarrelorsplit-spoonsamplers.PenetrationresistancemeasurementswereobtainedbydrivingtheCaliforniabarrelorsplit-spoonintothesubsurfacematerialswitha140-poundhammerfalling30inches.Thepenetrationresistancevalueisausefulindexinestimatingtheconsistency,relativedensityorhardnessofthematerialsencountered.In2 CProposedStanleyParkMuIi-UseFacility7h!rraconN.SaintVramAvenueand4’StreetTownofEstesPark,LarirnerCounty,ColoradoTerraconProjectNo.22075150addition,groundwaterlevelswererecordedineachboringatthetimeofsiteexploration,andabout24hourslater.LaboratoryTesting:SamplesretrievedduringthefieldexplorationwerereturnedtothelaboratorytotobservationbytheprojectgeotechnicalengineerandwerevisuallyclassifiedingeneralaccordancewiththeUnifiedSoilClassificationSystemdescribedinAppendixC.SamplesofbedrockwereclassifiedingeneralaccordancewiththenotesforRockClassification.Atthattime,anapplicablelaboratorytestingprogramwasformulatedtodeterminephysicaland/orengineeringpropertiesofthesubsurfacematerialsandthenthefielddescriptionswereconfirmedormodifiedasnecessary.BoringlogswerepreparedandarepresentedinAppendixA.LaboratorytestswereconductedonselectedsamplesandarepresentedinAppendixB.Thetestresultswereusedforthegeotechnicalengineeringanalyses,andthedevelopmentoffoundationandearthworkrecommendations.Laboratorytestswereperformedingeneralaccordancewithapplicablelocalstandardsorotheracceptedstandards.Selectedsoil/bedrocksamplesweretestedforthefollowingengineeringproperties:•WaterContent•GrainSizeDistribution•WaterSolubleSulfateContent•PlasticityIndexSITECONDITIONSTheprojectsiteislocatedonthewestendofStanleyParkFairgroundsneartheintersectionofNorthCourtand4thStreetintheTownofEstesPark,Colorado.Ingeneral,residentialdevelopmentbordersthewestsideofthesite,whilecommercialbuildingsaresituatedtothesouth.Severalexistingmetalbuildingsassociatedwiththefairgroundsarelocatedtotheeastoftheprojectarea.LakeEstesislocatedtothenorthandeastofthefairgroundsfacility.Thegroundsurfaceintheareaoftheproposedconstructionisrelativelyuniformwithagentleslopedownwardtothenorthandnortheast.Amaximumdifferenceinelevationofabout51%feetwasmeasuredacrossthelocationofourtestborings.Surfaceslopesintheareaoftheproposedbuildingareestimatedtobeontheorderofabout11%to2percent.Little,ifany,vegetationwaspresentonthesite.30 ProposedStanleyParkMulti-UseFacilityirerraconN.SaintVramAvenueand4aStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150SUBSURFACECONDITIONSSoilandBedrockConditions:Ingeneral,subsurfaceconditionsencounteredinourtestboringsconsistedofathinlayerofapparentfillcomprisedofsiltytoclayeysandwithvaryingamountsofgraveloverlyingabout1Y2to3.4feetofhighlyweatheredgraniteorgraniticsoil.Granitebedrockwasencounteredinalloftheboringsatdepthsofabout2to4feetbelowthegroundsurfaceandextendedtothebottomoftheboring.Foramoredetaileddescriptionofthesubsurfaceconditions,pleaserefertotheindividualboringlogs.FieldandLaboratoryTestResults:Fieldpenetrationtestresultsindicatethatthehighlyweatheredgranite/graniticsoilisgenerallydensetoverydenseintermsofrelativedensity.Thegranitebedrockvariesfromweatheredtoveryhard,withhardnessgenerallyincreasingwithdepth.Borings4,5and6encountereddrillrigaugerrefusalingranitebedrockatdepthsofabout12%to13feetbelowthegroundsurface.Penetrationresistancevaluesindicatethatthesoils/bedrockonthesitehavemoderatetohighloadbearingcapacity.Drivesamplesoraugercuttingsfromtheapproximateupper5feetofthesoil/bedrockprofileweretestedforgrainsizedistributionandplasticitycharacteristics.Resultsofthesetestsindicatethatthesamplestestedcontainedabout10to16percentsiltandclaysizematerial(materialpassingtheNo.200sieve),52to75percentsandsizematerial(#4to#200sieve)and9to38percentgravelsizematerial(3-inchto#4sieve).Atterberglimittestingindicatesthattheportionofthesamplesfinerthanthe#40sieveisnon-plasticorhaslowplasticity.Indexpropertytestsandoutexperienceintheareasuggestthatthesoils/bedrockonthesitearetypicallynon-expansivewhenwetted.GroundwaterConditions:Groundwaterwasmeasuredintheboringsimmediatelyaftercompletionofdrillingatdepthsofabout6to12feetbelowthegroundsurface.Whencheckedonedaylater,waterwasmeasuredinalloftheboringsatdepthsrangingbetween5%to9%feet.Itisbelievedthatthewaterispresentwithinfracturesorfissureswithinthebedrock,Theseobservationsrepresentshort-termgroundwaterconditionsatthetimeofthefieldexploration,andmaynotbeindicativeofothertimes,oratotherlocations.Groundwaterlevelscanbeexpectedtochangewithvaryingseasonalandweatherconditions,irrigationdemandsonoradjacenttothesiteandfluctuationsinadjacentwaterfeatures.Fluctuationsingroundwaterlevelscanbestbedeterminedbyimplementationofagroundwatermonitoringplan.Suchaplanwouldincludeinstallationofgroundwater4 ProposedStanleyParkMulti-UsaFacilityJterticonN.SaintVramAvenueand4thStreetTownofEstesPerk,LarimerCounty,ColoradoTerraconProjectNo.22075150monitoringwells,andperiod[cmeasurementofgroundwaterlevelsoverasufficientperiodoftime.ENGINEERINGRECOMMENDATIONSGeotechnicalConsiderations:Basedonthegeotechnicalconditionsencounteredinourtestborings,thesiteappearssuitablefortheproposedconstructionprovideddesignandconstructionrecommendationsoutlinedinthisreportarefollowed.Waterwasmeasuredinthetestboringsatdepthsrangingfromabout54to94feetbelowtheexistinggroundsurface.Basedontheanticipatedfloorslabelevation,itappearsthatthefloorwillbelocatedascloseas4Y2to5Y2feettothewater,butforthemostpart,thefloorwillbe6to7feetorgreaterabovethemeasuredwaterlevel.Fromageotechnicalstandpoint,webelievethatthisoffsetisadequateandcanalsoaccommodatesomefluctuationinthelevelofwater.Groundwaterconditionsshouldbeevaluatedpriortoorattheonsetofconstruction.Ifwaterconditionsdiffersignificantlyfromthosepresentedinthisreport,supplementalrecommendationswillberequired.Thesemayincludetheprovisionofasubsurfacedrainsystem.()Weanticipatethatnon-expansivesoils/bedrockortestedandapprovedengineeredfillwillsupportshallowfoundationsonthesite.Consideringthesizeandtypeofconstructionplannedandthesubsurfaceconditionsencounteredinourtestborings,webelievetheproposedbuildingcanbesupportedonconventionalspreadfootings.However,looseordisturbedsoils/bedrockcouldbeencounteredatfoundationbearingdepthandtheseconditions(ifpresent)mayrequiresomecorrectiveworkpriortoformingandpouringfootings.Indexpropertytestsandourexperienceintheareasuggestthatthesoils/bedrockonthesitearetypicallynon-expansive.Basedonthisdata,webelieveslabs-on-gradecanbesupportedonthesitesoils/bedrockorengineeredfilltestedandapprovedbyouroffice.Theownershouldrecognizethatfloorslabsconstructedonthesitecouldexperiencesomedifferentialmovementand/orcrackingundernormalloads,shouldtheunderlyingsoilsbecomewettedorduetotheaffectsofconcreteshrinkage.Recommendationsforthedesignandconstructionoffoundationsandthesupportoffloorslabsarediscussedinthefollowingparagraphs.50 ProposedStanleyParkMulti-UseFacilitylt2rcacanN.SaintVramAvenueand41hStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.221375150FOUNDATIONRECOMMENDATIONSSpreadFootings:ConsideringthesizeandtypeofconstructionplannedandthesubsurfaceConditionsencounteredinourtestboringswebelievethatspreadfootingscanbeusedforsupportoftheproposedbuilding.Footingsshouldbearuponundisturbednativesoils/bedrockoronengineeredfilltestedandapprovedbyTerracon.Footingsbearingonnativesoils/bedrockmaybedesignedforamaximumnetallowablesoilbearingpressureof6,000poundspersquarefoot(psf).Spreadfootingsbearingonapprovedgranularfillmaybedesignedusingamaximumnetallowablesoilbearingpressureof4,000poundspersquarefoot(psf).Theallowablebeatingpressuresapplytodeadloadsplusdesignliveloadconditionsandarethemaximumpressuresthatshouldbetransmittedtothebearingsoilsinexcessoftheminimumsurroundingoverburdenpressure.Exteriorfootingsandfoundationsinunheatedareasshouldbeprotectedfromfrostaction.Thenormaldepthoffrostprotectioninthisareaisassumedtobearound36inches.Continuouswallfootingsfifany)shouldhaveawidthofatleast24inchesandisolatedcolumnpadsshouldhavedimensionsofatleast36inchesby36inchesinordertodeveloptherecommendedbearingpressures.Dependinguponstructuralloadingconditions,largerfootingsizesmaybeneededtoaccommodateactualfoundationloadanddesignrequirements.Lateralloadsmayberesistedbythesoil/bedrockpressureactingagainstthesideofthefoundationsand/orthefrictiondevelopedbetweenthebaseofthefoundationandtheunderlyingmaterial.Theultimateslidingfrictionatthebottomoffoundationsmaybetakenas0.50timestheverticaldeadload.Thepassivepressurecouldbecalculatedusinganultimateequivalentfluidunitweightof600pcfforfoundationscastdirectlyagainstundisturbedsoil/bedrockmaterialsand400pcfforproperlycompactedbackfillconsistingoftheon-sitematerials.Thepassivepressuresandfrictionfactoroutlinedaboveareultimatevalues.Assuch,appropriatefactorsofsafetyshouldbeappliedtothesevalues.Careshouldbetakentoreducedisturbanceofthebearingmaterialsduringexcavationandtheformingprocess.Ifloose,disturbedorotherwiseunsuitablematerialsareencounteredatfoundationbeatingdepth,theexcavationshouldbedeepenedtoasuitab’ebearingstratumasdeterminedbythegeotechnicalengineerandthefootingcouldbearatthelowerelevation.Anover-excavationandbackfi[lingprocedurecouldalsobeconsidered.Over-excavationforfootingsupportwouldrequiredeepeningtheexcavationtosuitablebearingmaterialandwideningtheexcavationlateralTyinalldirectionsbeyondedgesofthefootingatleast8inchesforeachfootofover-excavationdepthbelowthefootingbaseelevation.Theover-excavatedareashouldthenbebackfilleduptofootingbaseelevationwithapprovedgranularfillplacedinliftsnotexceeding8inchesinloosethicknessand6 0ProposedStanleyParkMulti-UseFacility1tirrnonN.SaintVramAvenueand4thStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150compactedtoatleast100percentofthestandardPtoctormaximumdrydensity(ASTMD698).Footingsshouldbeproportionedtoreducedifferentialfoundationmovement.Proportioningonthebasisofrelativeconstantdead-loadpressurecanprovideameanstoreducedifferentialmovementbetweenadjacentfootings.Assumingthatthefoundationrelatedearthworkandfoundationdesigniscompletedinaccordancewithourrecommendations,webelievethatpost-constructionmovementoffoundationsshouldbeontheorderofabout1inch.Somedifferentialmovementispossible.Thickenedslabsectionscouldbeconsideredtosupportinteriorload-bearingpartitionsprovidedthat:•Slabsaresupportedontestedandapprovedsoil/bedrockorengineeredfill,•Loadsdonotexceed900plf,•Thickenedsectionshaveaminimumwidthof12inches,and•Thicknessandreinforcementareconsistentwithstructuralrequirements.Footingsandfoundationwallsshouldbereinforcedasnecessarytoreducethepotentialfordistresscausedbydifferentialfoundationmovement.Foundationexcavationsshouldbeobservedbythegeotechnicalengineertoconfirmthatsatisfactorybearingmaterialsarepresentandthatsubsurfaceconditionsareconsistentwiththoseencounteredinourborings,lithesoilconditionsencountereddiffersignificantlyfromthosepresentedinthisreport,supplementalrecommendationswillberequired.SeismicConsiderations:TheprojectsiteislocatedinSeismicRiskZoneIoftheSeismicZoneMapoftheUnitedStatesasindicatedbythe1997UniformBuildingCode.Baseduponthenatureofthesubsurfacematerials,wesuggestasoilprofiletypeScbeusedforthedesignofstructuresfortheproposedproject(1997UniformBuildingCode,TableNo.I6-J).ASiteClassC(Table1615.1.1)canbeusedforthedesignofstructuresfortheprojectiftheInternationalBuildingCode(IBC2003)istobefollowed.FloorSlabs:Indexpropertytestsandourexperienceintheareasuggestthatthesoils/bedrockonthesitearetypicallynon-expansive.Basedonthisdata,webelieveslabs-on-gradecanbesupportedonthesitesoils/bedrockorengineeredfilltestedandapprovedbyouroffice.Theownershouldrecognizethatfloorslabsconstructedonthesitecouldexperiencesomedifferentialmovementand/orcrackingundernormalloads,shouldtheunderlyingsoilsbecomewettedorduetotheaffectsofconcreteshrinkage.70 ProposedStanleyParkMulti-UseFacility1f2ccicanN.SaintVramAvenueand4thStreetTownofstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150Forstructuraldesignofconcreteslabs-on-grade,amodulusofsubgradereactionof200poundspercubicinch(pci)maybeusedforfloorssupportedontheexistingsoils/bedrockoronengineeredfillconsistingoftheseorsimilarmaterials.Additionalfloorslabdesignandconstructionrecommendationsareasfollows:•Positiveseparationsand/orisolationjointsshouldbeprovidedbetweenslabsandfoundations,columnsorutilitylinestoallowindependentverticalmovement.•Controljointsshouldbeprovidedinslabstohelpcontrolthelocationandextentofcrackingwhichinevitablyoccursduetodryingandthermalshrinkageofnormalconcrete.JointlayoutandconstructionshouldbeperformedinaccordancewiththeAmericanConcreteInstitute(Ad).•Interiortrenchbackfillplacedbeneathslabsshouldbecompactedinaccordancewithrecommendedspecificationsoutlinedbelow.•Inareassubjectedtonormalloading,wesuggesttheprovisionofaminimum4-inchlayerofrelativelycleangranularsoiloraggregatebasecoursebeneathinteriorslabs.Thismaterialcanhelptodistributefloorloadsandcanactasacapillarybreak.Forheavyloading,reevaluationofslaband/orbasecoursethicknessmayberequited.Slabreinforcement,thicknessandotherconstructiondetailsshouldbedesignedbasedontheactualfloorloadsimposedandontheintendedslabuse.•Theuseofavaporretardershoutdbeconsideredbeneathconcreteslabsongradethatwillbecoveredwithwood,tile,carpetorothermoisturesensitiveorimperviouscoverings,orwhentheslabwillsupportequipmentsensitivetomoisture.Whenconditionswarranttheuseofavaporretarder,theslabdesignerandslabcontractorshouldrefertoACI302forproceduresandcautionsregardingtheuseandplacementofavaporretarder.•Floorslabsshouldnotbeconstructedonfrozensubgrade.•Otherdesignandconstructionconsiderations,asoutlinedintheAC!DesignManual,Section302.1Rarerecommended.8 CProposedStanleyParkMulti-UseFacilitylferraconN.SaintVramAvenueand4thStreetTownofEstesPark,CarimerCounty.ColoradoTerraconProjectNo.22075150Earthwork:GeneralConsiderations:Thefollowingpresentsrecommendationsforsitepreparation,excavation,subgradepreparationandplacementofengineeredfillsontheproject.EarthworkontheprojectshouldbeobservedandevaluatedbyTerracon.Theevaluationofearthworkshouldincludeobservationandtestingofengineeredfill,subgcadepreparation,foundationbeatingsoils,andothergeotechnicalconditionsexposedduringtheconstructionoftheproject.SitePreparation:Stripandremoveanyvegetation,debrisandexistingfillsfromproposedbuildingareas.Strippedmaterialsconsistingofvegetationandorganicmaterialsshouldbewastedfromthesite,orusedtorevegetatelandscapedareasorexposedslopesaftercompletionofgradingoperations.Exposedareaswhichwillreceivefill,onceproperlycleared,shouldbeproof-rolledtodelineateweakordisturbedareasatornearsubgradelevel.Weakareasshouldbecorrectedpriortofillplacement.IIunexpectedfillsorundergroundfacilitiesareencountered,suchfeaturesshouldberemovedandtheexcavationthoroughlycleanedpriortobackfillplacementand/orconstruction.Basedonthesubsurfaceconditionsencounteredinourtestborings,nearsurfacesoilsexposedduringconstructionareanticipatedtoberelativelystable.However,overallstabilityofthesubgrademaybeaffectedbyprecipitation,excessivecompactionwater,repetitiveconstructiontraffic,orotherfactors.Ifunstableconditionsdevelop,workabilitymaybeimprovedbyscarifyinganddrying.Over-excavationofwetzonesandreplacementwithgranularmaterialsmaybenecessary.SubgradePreparation:Looseordisturbedsoils/bedrockmaybeencounteredatfoundationbearingdepthafterexcavationiscompletedforfootings.Whensuchconditionsexistbeneathplannedfootingareas,theyshouldberemoveddowntosuitablebearingmaterialsormoistureconditionedandre-compacted.Subgradesoilsbeneathinteriorandexteriorslabsshouldbescarified,moistureconditionedandcompactedtoaminimumdepthof8inches.Themoisturecontentandcompactionofsubgradesoilsshouldbemaintaineduntilslabconstruction.Priortoslabconstruction,thesubgradeshouldbeproof-rolledinthepresenceofthegeotechnicalengineertodelineatesoftflooseordisturbedareasatornearsubgradelevel.Heavyconstructionequipmentsuchasaloadedwatertruckortandemaxledumptruckshould90 ProposedStanleyParkMulti-UseFacilityltc!rraconN.SaintVramAvenueand4thStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150beusedforproof-rolling.Unsuitableareasshouldbeover-excavatedandreplacedwithsuitablefilliftheaffectedsoilscannotbemoistureadjustedanddensifiedinplace.FlitMaterialsandPlacement:Cleanon-sitesoils,processedbedrockmaterialsorimportedsoilsapprovedbythegeotechnicalengineermaybeusedasfilland/orbackfillonthesite.Wherebedrockisusedforfill/backfill,itshouldbebrokendownandthoroughlyprocessedtoasoil-like”consistencywithnoparticlesgreaterthan4inchesinsize.Importedsoils(ifneeded)shouldbeevaluatedandapprovedbythegeotechnicalengineerpriortodeliverytothesite.Ingeneral,importedmaterialsmeetingthefollowingpropertiesshouldbeacceptableforuseonthesite.PercentfinerbyweightGradation(ASTMC136)4”1003”70-100No.4Sieve30-75No.200Sieve15(max)•LiquidLimit25(max)•PlasticityIndex6(max)Engineeredfillshouldbeplacedandcompactedinhorizontallifts,usingequipmentandproceduresthatwillproducerecommendedmoisturecontentsanddensitiesthroughoutthelift.Commonfilland/orbackfillonthesiteshouldbecompactedtoatleast95percentofthestandardProctormaximumdrydensity(ASTMD698).Fillbelowfoundationsshouldbecompactedtoatleast100percentofthestandardProctormaximumdrydensityCASTMD698).On-sitesoil/bedrockorimportedsoilsmeetingtheabovespecificationsshouldbecompactedwithinamoistutecontentrangeof3percentbelowto2percentaboveoptimumunlessmodifiedbytheprojectgeotechnicalengineer.Therecommendationsforplacementandcompactioncriteriapresentedassumethatfilldepthswillbelessthan5feet.Fillslessthan5feetindepth,whenplacedandcompactedasrecommendedinthisreport,willexperiencesomeself-weightinducedcompression/settlement,generallyontheorderofabout%inch.Theamountandrateofsettlementwillbeincreasedifwaterisintroducedintothefill.Inanyevent,sufficienttimeshouldbeallowedfordeeperfillstoconsolidate/compresspriortoconstruction.If10 0ProposedStanteyParkMulti-UseFacilityJterracanN.SaintVramAvenueand4thStreetTownofEstesPark,LatimerCounty,ColoradoTerraconProjectNo.22075150filldepthsexceedabout5feet,weshouldbecontactedtodeterminewhethermodificationstothefillplacementandcompactioncriteriaareneeded.ExcavationandTrenchConstruction;Basedonthetypeofconstructionplannedforthisprojectwedonotexpectexcavationstoexceedabout5feetindepth.Excavationsonthesitewilllikelyencounterhighlyweatheredgranite/graniticsoilandweatheredtoveryhardgranitebedrock.Itisanticipatedthatshallowexcavationscanbeaccomplishedwithconventionalearthmovingequipmentand/orappropriatesizedtrackhoes.However,deeperexcavationspenetratingthecompetentgranitebedrockmayrequiretheuseofpneumatichammersorotherspecializedheavy-dutyequipment,togetherwithdrillingandblasting(ifallowed)toadvancetheexcavation.Careshouldbetakentoavoidexcessivesoildisturbanceand/oroverbreakageofthebedrockrequiringareductioninfoundationdesignparameters.Considerationshouldbegiventoobtainingaunitpricefordifficultexcavationinthecontractdocumentsfortheproject.Groundwaterseepageintoexcavationsisnotexpectedforexcavationshallowerthanabout5to7feetbelowcurrentsitegrades.However,ifseepageoccursorrainorsnow-meltwaterdevelops,itshouldberemovedassoonaspossible.Controlofwaterintheexcavation(ifany)shouldbefeasiblewithsumppitsandpumps.Theindividualcontractor(s)shouldbemaderesponsiblefordesigningandconstructingstable,temporaryexcavationsasrequitedtomaintainstabilityoftheexcavationsidesandbottomaswellasanyadjacentstructures.Excavationsshouldbeslopedorshoredintheinterestofsafetyfollowinglocalandfederalregulations,includingcurrentOSHAexcavationandtrenchsafetystandards.Asasafetymeasure,itisrecommendedthatvehiclesandsoilpilesbekepttoaminimumlateraldistancefromthecrestoftheslopeequattonolessthantheslopeheight.Theexposedslopefaceshouldbeprotectedagainsttheelements.Thesoilstobepenetratedbytheproposedexcavationsmayvarysignificantlyacrossthesite.Thepreliminarysoilclassificationsarebasedsolelyonthematerialsencounteredinwidelyspacedexploratorytestborings.Thecontractorshouldverifythatsimilarconditionsexistthroughouttheproposedareaofexcavation.Itdifferentsubsurfaceconditionsareencounteredatthetimeofconstruction,theactualconditionsshouldbeevaluatedtodetermineanyexcavationmodificationsnecessarytomaintainsafeconditions.110 ProposedStanleyParkMulti-UseFacilitylferraconN.SaintVramAvenueand4thStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.227515OAdditionalDesignandConstructionConsiderationsExteriorSlabs:Exteriorslabs-on-grade,exteriorarchitecturalfeatures,andutilitiesfoundedonthesitesoilsorinbackfillwillprobablyexperiencesomemovementduetothevolumechangeofthematerial.Fill/backfillconsistingoftheon-sitesoilsorprocessedbedrockcanbeexpectedtosettleabout½to1percentofitsoriginalheightevenwhenproperlycompacted.Potentialmovementcouldbereducedby:•Minimizingmoistureincreasesinthebackfill•Controllingmoisture-densityduringplacementofbackfill•Increasingthedegreeofcompaction•Usingdesignswhichallowverticalmovementbetweentheexteriorfeaturesandadjoiningstructuralelements•PlacingeffectivecontroljointsonrelativelyclosecentersUndergroundUtilities:Ifwaterisencounteredordevelopsduringexcavation,temporarydewateringwillberequiredduringpipeplacementandbackfillingoperationsforproperconstruction.UtilitytrenchesshouldbeexcavatedonsafeandstableslopesinaccordancewithOSHAregulations.Backfillshouldconsistoftheon-sitesoil,processedbedrockorapprovedimportedmaterials.Thepipebackfillshouldbecompactedtoatleast95percentofthestandardProctormaximumdrydensityASTMD698.Itisstronglyrecommendedthatarepresentativeofthegeotechnicalengineerprovidefull-timeobservationandcompactiontestingoftrenchbackfillwithinbuildingareas.Undergroundpipingwithinorneartheproposedstructureshouldbedesignedandconstructedsominordeviationsinalignmentdonotresultinbreakageordistress.Utilityknockoutsingradebeamsshouldbeoversizedtoaccommodatedifferentialmovements.CorrosionProtection(Concrete):Wemeasuredsolublesulfateconcentrationsforrepresentativesamplesofthesubsoilswhichwilllikelybeincontactwithstructuralconcrete.Thesulfateconcentrationsmeasuredinthesamplesvariedfrom5to170ppm.ACIratesthemeasuredconcentrationsasbeinganegligibleriskofconcretesulfateattackandthereforeTypeIPortlandcementshouldbesLlltableforconcreteonandbelowgrade.However,ifthereisno,orminimalcostdifferential,useofTypeIIPortlandcementshouldbeconsideredforadditionalsulfateresistanceofconstructionconcrete.FoundationconcreteshouldbedesignedinaccordancewiththeprovisionsoftheACIDesignManual,Section318,Chapter4.SurfaceDrainage:Gradesmustbeadjustedtoprovidepositivedrainageawayfromthestructureduringconstructionandmaintainedthroughoutthelifeoftheproposedfacility.12 0ProposedStanleyParkMulti-UseFacilityIrerraconN.SaintVramAvenueand4thStreetTownofstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150Maintenanceofsurfacedrainageisimportantsubsequenttoconstructionandbecomestheresponsibilityoftheowner.Infiltrationofwaterintoutilityorfoundationexcavationsmustbepreventedduringandafterconstruction.Landscapedirrigationadjacenttothefoundationsystemshouldbeminimized.Exposedgroundshouldbeslopedatapproximately5percentgradeforatleast10feetbeyondtheperimeterofthebuilding,wherepractical.Thegroundsurfaceshouldbeslopedinsuchamannerthatwaterwillnotpondbetweenoradjacenttoflatwork,pavementsorstructures.Backfillagainstfootings,exteriorwallsandinutilityandsprinklerlinetrenchesshouldbewellcompactedandfreeofconstructiondebristoreducemoistureinfiltration.PlanterslocatedadjacenttoThestructureshouldpreferablybeself-contained.Sprinklermainsandsprayheadsshouldnotbeinstalledorallowedtodischargewithin5feetoffoundationwalls.Roofdrainsshoulddischargeonflatworkorpavementsorbeextendedawayfromthestructureaminimumof5feetthroughtheuseofsplashblocksordownspoutextensions.GENERALCOMMENTSTerraconshouldberetainedtoreviewthefinaldesignplansandspecificationssocommentscanbemaderegardinginterpretationandimplementationofourgeotechnicalrecommendationsinthedesignandspecifications.Terraconalsoshouldberetainedtoprovideobservationandtestingservicesduringgrading,excavation,foundationconstructionandotherearth-relatedconstructionphasesoftheproject.Theanalysisandrecommendationspresentedinthisreportarebaseduponthedataobtainedfromtheboringsperformedattheindicatedlocationsandtramotherinformationdiscussedinthisreport.Thisreportdoesnotreflectvariationsthatmayoccurbetweenborings,acrossthesite,orduetothemodifyingeffectsofweather.Thenatureandextentofsuchvariationsmaynotbecomeevidentuntilduringorafterconstruction.Ifvariationsappear,weshouldbeimmediatetynotifiedsothatfurtherevaluationandsupplementalrecommendationscanbeprovided.Thescopeofservicesforthisprojectdoesnotincludeeitherspecificallyorbyimplicationanyenvironmentalorbiological(e.g.,mold,fungi,bacteria)assessmentofthesiteoridentificationorpreventionofpollutants,hazardousmaterialsorconditions.Iftheownerisconcernedaboutthepotentialforsuchcontaminationorpollution,otherstudiesshouldbeundertaken.130 ProposedStanleyParkMulti-UseFacilityiterraconN.SaintVramAvenueand4tHStreetTownofEstesPark,LarimerCounty,ColoradoTerraconProjectNo.22075150Thisreporthasbeenpreparedfortheexclusiveuseofourclientforspecificapplicationtotheprojectdiscussedandhasbeenpreparedinaccordancewithgenerallyacceptedgeotechnicalengineeringpractices.Nowarranties,eitherexpressorimplied,areintendedormade.Sitesafety,excavationsupport,anddewateringrequirementsaretheresponsibilityofothers.Intheeventthatchangesinthenature,design,orlocationoftheprojectasoutlinedinthisreportareplanned,theconclusionsandrecommendationscontainedinthisreportshallnotbeconsideredvalidunlessTerraconreviewsthechangesandeitherverifiesormodifiestheconclusionsofthisreportinwriting.14 00z1/1,/FI1,/I’/1/r•1’/I LOGOFTESTBORINGNO.TB-IPage1ofICLIENTTown_ofEstes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesPark,ColoradoStanleyParkMulti-UseFacility—SAMPLES—TESTSa-Jzw•o00o>c.uw0aDESCRIPTION>i-ZC3•<.OI0-(0LUt—-Zwa.0w,D00-waApp0.a.ozi-z>Oci::UCOD-LUwo<0ZOi—rox.SurfaceEIev.:99.0ft0DZI—a.00.DO(00)3.5_\EXISTlNGFILL—————.SILTYtoCLAYEYSAND,withvarying/GRANITICSOIL•amountsofGRAVEL,darkbrown,brown.—•HighlyWeatheredGRANITEto—495—<—.tan/beige,orangebrown,rust.————m—xGRANITEBEDROCK-5——————X_tan/beige,orangebrown,pink,grey,black,—L..,xweatheredtoveryhard,contains=.occasionalclayeyinclusions.I—•_:—SS50/58‘-10———————:‘‘——.‘-.-115————————.-2020——————BottomofTestBoringItThestratificationlinesrepresenttheapproximateboundarylinesbebveensoilandrocktypes:in-situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ft[RINGSTARTED11-19-07WL11/19/07711/20/017[‘BORINGCOMPLETED11-19-07WLtRIGCME-55FOREMANDJDWLAPPROVEDESWJOB#22075150SF00SaU4000 BOREHOLE9922075150GP]TERRACOI.ECiT11129107GRAPHICLOG0)0_______________=1>(Vrnm—lCDI’)z0—IU),I—Oöm.g0)IozCDcoImXamiF’><CI)ZTB0.(03T0gjzo--o0iG)0-1Lr_t-nm0)<...(D0DI’-’-m—°o8o-rn0)-CD0tpø-z-4D-.0z6-I-30010)0)_rncrCDED—35.QCD-CUE-sI..______(310DEPTh,ft.IlIIIIII1111111I111111111111111’300-‘II-Icin0>3u2W30Oo<G)QI70(J)0o0c-mDCD—I(C-aao0-J--J————00).USCSSYMBOLNUMBERTYPE0)—-RECOVERY,In.m—ci0)’010’PENETRATION0blowsIinWATERCONTENT,%DRYUNITWTpcfUNCONFINEDmCOMPRESSIVECo———STRENGTH,psi’0007-1m0-102G)-zpU)—fIN-Q0)eCoCD‘10)0-UCD-0-,‘——SWELL-CONSOL!SURCHARGELOAD,%/psf0 LOGOFTESTBORINGNO.T8-3Page1ofICLIENTTown_ofEstes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesPark,Colorado—StanleyParkMulti-UseFacilitySAMPLESTESTS—-Jwø000Q>-Ci)U9DESCRIPTIONa--uuowi—D0Q.1j...iOeOC)a.0ZFZ>-Qc‘<Approx.SurfaceEIev..96.0ftSS9ZS’15—.EXISTINGFILL95.5-.\siLwtoCLAYEYSAND,withvaryingI-b2amountsofGRAVEL,darkbrown,brown.(94—————H\HighlyWeatheredGRANITEtoTSS50/33IGRANITICSOIL:——————stan/beige,orangebrown,rust.-xGRANITEBEDROCK5_——————tan/beige,orangebrown,pink,grey,black,-GB50132xweatheredtoveryhard,contains-:————occasionalclayeyinclusions.—xxyy-,.‘-lSS50/220———————:257125BottomofTestBoringThestratificationlinesrepresenttheapproximateboundarylinesbetweensoilandrocktypes:in-situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ftBORINGSTARTED11—19-07WL611/19/07-5.511/20/07BORINGCOMPLETED11-19-07WLertaconRIGCME-55FOREMANDJDWLAPPROVEDESWJOB#22075150I..CIcUCC4aatI—UC1-00 I—CC2CCaaCUiLOGOFTESTBORINGNO.TB-4Page1oilCLIENTTown_of_Estes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesParksColorado—StanleyParkMulti-UseFacility1—SAMS—TESTS-J—dzLfl’t0oo-o,w0!0IDESCRIPTIONciI>£LUc1:Czi:uo<..ILi)U]>i.—.._WZIXEoaIwow,w—DQao_00z—Z>-OU]Ci)D>.Uwo<0‘tZOHD0Approx.SurfaceElev..99.0ft0DzHo00DOU)(0‘SILTYtoCLAYEYSAND.withvaryingI-O.5EXISTINGFILL-——————2lamountsofGRAVEL,darkbrown,brown.I97:—-HighlyWeatheredGRANITEto-IGRANITICSOIL\tan/beige,orangebrown,rust.—-LGRANITEBEDROCK-5——-tan/beige,orangebrown,pink,grey,black,—SS50/24‘-weatheredtoveryhard,contains:—————occasionalclayeyinclusions——‘-‘-)L-4—X10————————<2tx±tL_86=DrillRigAugerRefusalThestratificationlinesrepresenttheapproximateboundarylinesbetweensoilandrocktypes:in.situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ftBORINGSTARTED11-19-07L11211,19/0717.511/20107BORINGCOMPLETED11-19-071TetrElconRIGCME-55FOREMANDJDWLjAPPROVEDESWIJOB#220751502001CCaC LOGOFTESTBORINGNO.TB-5Page1ofICLIENTTown_of_Estes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesPark,Colorado——StanleyParkMulti-UseFacilitySAMPLESTESTS-J-JUu)Cc00>0.(J)UJ2DESCRIPTION-°-I—COUi0w,UI—D0°-Ui“ItOCi.0Z3I—Z>-W4Approx.SurfaceElev.:98.0ft8‘.82.L5.—,EXISTINGFILL7.!-..\SILTYtoCLAYEYSAND,withvarying-:\amountsofGRAVEL,darkbrown,brown.——————--—-HighlyWeatheredGRANITEto—GB50/461GRANITICSOIL:——————-olivebrown,grey,tan,orangebrown,rust.—1GRANITEBEDROCK5_—————tan/beige,orangebrown,pink,grey,black,—SS50/13weatheredtoveryhard,contains:————-occasionalclayeyinclusions.I—-xLY4—4’12.5855DrillRigAugerRefusalThestralificationlinesrepresenttheapproxin,ateboundarylinesbetweensoilandrocktypes:in-situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ftBORINGSTARTED11-19-07WL711/19/07711/20/071IerraconBORINGCOMPLETEDWLAPPROVEDESWJOB#220751500z0C,00 00I0II0CCC-J0LOGOFTESTBORINGNO.16-6PageloflCLIENTTown_of_Estes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesPark,ColoradoStanleyParkMulti-UseFacilitySAMPLESTESTS..--J.WC0(90LD>Q.LOWDESCRIPTION-rZZLf-ow0w,UT—DO-w-°ca..0.0z-0cUoApprox.$urfaceElev.:101.5ftO.5—EXISTINGFILLio-..SlLTYtoCLAYEYSAND,withvarying-°\amountsofGRAVEL,darkbrown,brown.——..——HighlyWeatheredGRANITEto96.5—CE50/84GRANmCSOIL:————=—-\ivebrown,grey,tan,orangebrown,rust.—GRANITEBEDROCK——————tan/beige,orangebrown,pink,grey,black,—SS50114weatheredtoveryhard,contains2—————‘occasionalclayeyinclusions.——x-:L-.-‘—y-SS50/010--—-—--——-)-xG-X4—X12.689DrillRigAugerRefusalThestratificationUnesrepresenttheapproximateboundarylinesbetweensoilandrocktypes:in-situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ftBORINGSTARTEDI1-19-07WLi1111910T-811/20/07JrerraconBORINGCOMPLETED11-19-07WLAPPROVEDESWJOB#220751502000 LOGOFTESTBORINGNO.TB-7PagefofiCLIENTTown_of_Estes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesPark,Colorado—StanleyParkMulti-UseFacility—SAMPLES—TESTS—I.Jzw’0(3-0DESCRIPTION>Pg-ZOo>LU—-U)W>0.U)u0WI——ApproxSLUC!)>-wwo0cZOH.urfaceElev.;1O1.OftDzI-0.3>0cDon?EXISTINGFILLioo.———..SILKtoCLAYEYSAND,withvarying/—amountsofGRAVEL,darkbrown,brown./...HighlyWeatheredGRANITEto98—xGRANITICSOILX1tan/beige,orangebrown,rust.-——E—-goii--—-—GRANIThBEDROCK—————-tan/beige,orangebrown,pink,grey,black,--.weatheredtoveryhard,containsX_occasionalclayeyinclusions.--x-x-:——t—X_2————x---x---x-=x-x--x:————x-15—————.——x--.)r-xx-x.A,x-x--x--8120——————————BottomofTestBoringThestratificationlinesrepresenttheapproximateboundarylinesbetweensoilandrocktypes;in-situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ftIBORINGSTARTED11-19-07BORINGCOMPLETED11-19-07“WLI1011/191079.511/2010711rerraDJilRIGCME-551FOREMANDJDWLWLIAPPROVEDESWJOB#22075150CC020 ICC!2C4aaftC!CCCLOGOFTESTBORINGNO.TB8Page1ofICLIENTTown_of_Estes_ParkSITEN.St.VramAve.&4thStreetPROJECTTownofEstesPark,ColoradoStanleyParkMulti-UseFacilitySAMPLESTESTS-JzW0CDoI—o>o.cw9DESCRIPTIONi[.!o_F-COw0tUøuj_DO°-w0zF-Z>-uriApprox.SurfaceEIev.:100.5ftS.SZ1,5_—EXISTINGFILL-.4’\SILTYtoCLAYEYSAND,withvaryingI-amountsofGRAVEL,darkbrown,brownHighlyWeatheredGRANITEtoGRANITICSOIL-tari1eige,orangebrown,rust./:=——.1GRANITEBEDROCK5——————tan/beige,orangebrown,pink,grey,black,-xweatheredtoveryhard,containsoccasionalclayeyinclusions.————I-SS5011)—‘15———————,,x-x---—-—-TR7.2080.520BottomofTestBoringThestratificationtinesrepresenttheapproximateboundarylinesbetweensot!androcktypes:in-situ,thetransitionmaybegradualWATERLEVELOBSERVATIONS,ftBORINGSTARTED11-19-07WL1011119/07911/20/077rerraconBORINGCOMPLETEDWLAPPROVEDESW]OB#22075150•000 0 © 110 110 108 108 106 . 704 1C2 -6 TB 102 i:: P r r ii 76 76 74 74 72 72 7P 70aC, SUBSURFACE DIAGRAM Project:Stanley Pack Multi-Use Facility2ftCOflSfle:NStVrain Ave.&4th Street Town of Estes Park,Colorado p Date:12-5-07 q0U,aaaz0USSIEVEOPENINGININCHESIUSSIEVENUMBERSIHYDROMETERCICswwzCLI—zwUU0GRAINSIZEtNMILLIMETERSCOBBLESGRAVELSANDcoarsefinecoarsemediumfineSILTORCLAY0Ia20I—SpecimenIdentificationClassificationLLPLP1CcCu•TB-32.5ffWeatheredGRANITEIGRANITICSoil(SM)1818NP2.3230.4ITB-42.0ffWeathereUGRANITE1GRANITICSoU(SC-SM)22175AT8-52.OftWeatheredGRANITE/GRANITICSoil(SM)2020NP*TB-6I.5ftWeatheredGRANITEIGRANITICSoil(SW-SM)191811.9857.37SpecimenIdentification0100D60030D10%Gravel%Sand%SiItf/oClay•TB-32.5ft191.6020.44214.972.872.2ITB42.0ff191.9940.42918.267.714.0ATB-52.Oft191.0870.2659.675.015.4*TB-61.5ft76.24.1610.77237.652.210.2GRAINSIZEDISTRIBUTION/SOILCLASSIFICATION1ProjectStanleyParkMulti-UseFacilityettacOflSite:N.St.VramAve&4thStreetTownofEstesPark,ColoradoDate:11-29-070 GENERALNOTESDRILLING&SAMPLINGSYMBOLS:SS:SplitSpoon-1-I8”ID.,2”O.D.,unlessotherwisenotedST:Thin-Walledlube-2Y2“CD.,unlessotherwisenotedRS:RingSampler-2.42”CD.,3’O.D.,unlessotherwisenotedCB:CaliforniaBarrel—1.92”l.D.,2.5’O.D.BS:BulkSampleorAugerSampleHS:HollowStemAugerPA:PowerAugerHA:HandAugerRB:RockBitWB:WashBoringorMudRotaryThenumberofblowsrequiredtoadvanceastandard2-inchO,D.split-spoonsampler($5)thelast12inchesofthetotal18-inchpenetrationwitha140-poundhammerfalling30inchesisconsideredthe“StandardPenetration”orN-value”.WL:WaterLevelWS:WhileSamplingWCI:WetCaveinWD:WhileDrillingDCI:DryCaveinBCR:BeforeCasingRemovalAB:AfterBoringACR:AfterCasingRemovalWaterlevelsindicatedontheboringlogsarethelevelsmeasuredintheboringsatthetimesindicated.Groundwaterlevelsatothertimesandotherlocationsacrossthesitecouldvary.Inpervioussoils,theindicatedlevelsmayreflectthelocationofgroundwater.Inlowpermeabilitysoils,theaccuratedeterminationofgroundwaterlevelsmaynotbepossiblewithonlyshort-termobservations.DESCRIPTIVESOILCLASSIFICATION:SoilclassificationisbasedontheUnifiedClassificationSystem.CoarseGrainedSoilshavemorethan50%oftheirdryweightretainedona#200sieve;theirprincipaldescriptorsare:boulders,cobbles,gravelorsand.FineGrainedSoilshavelessthan50%oftheirdryweightretainedona#200sieve;theyareprincipallydescribedasclaysiftheyareplastic,andsiltsiftheyareslightlyplasticornon-plastic.Majorconstituentsmaybeaddedasmodifiersandminorconstituentsmaybeaddedaccordingtotherelativeproportionsbasedongrainsize.Inadditiontogradation,coarse-grainedsoilsaredefinedonthebasisoftheIrin-placerelativedensityandfine-grainedsoilsonthebasisoftheirconsistency.TraceWithModifierDescriptiveTerm(s)ofotherConstituentsTraceWithModifiersPercentofDryWeight<1515—29>30PercentofDryWeight<55—12>12MajorComponentofSampleBouldersCobblesGravelSandSiltorClayTermNon-plasticLowMediumHighParticleSizeOver12in.(300mm)12in.to3in.(300mmto75mm)3in.to#4sieve(75mmto4.75mm)#4to#200sieve(4.75mmto0.075mm)Passing#200Sieve(0.075mm)7ferraconWATERLEVELMEASUREMENTSYMBOLS:CONSISTENCYOFFINE-GRAINEDSOILSUnconfinedCompressiveStrength,Qu,paf<500500—1,0001,001—2,0002,001—4,0004,001—80008,000+StandardPenetrationorN-value(SS)BlowsiFt.<22-34-67-1213-2626+RELATIVEDENSITYOFCOARSE-GRAINEDSOILSConsIstencyVerySoftSoftMediumStiffStiffVeryStiffHardStandardPenetrationorN-value(SS)Blowsi’Ft.0—34—910-.2930—4950+RELATIVEPROPORTIONSOFSANDANDGRAVELDescriptiveTerm(s)ofotherconstituentsRelativeDensityVeryLooseLooseMediumDenseDenseVeryDenseGRAINSIZETERMINOLOGYRELATIVEPROPORTIONSOFFINESPLASTICITYDESCRIPTIONPlasticityIndex01-1011-3030+ UNIFIEDSOILCLASSIFICATIONSYSTEMCriteriaforAssigningGroupSymbolsandGroupNamesUsingLaboratoryTestsASoilClassificationGroupSymbolGroupName9CoarseGrainedSoilsGravelsCleanGravelsCu4endIsCcs3OWWell-gradedgravetMorethan50%ofcoarseLessthan5%tinesCu<4and/orI>Cc>3GPPoorlygradedgravotMotethan50%retainedfractionretainedononNo200sieveNo4sieveGravelswithFinesFinesclassifyasMLorMHGMSiltygravet°Morethan12%fines”FinesclassifyasCLorCHGCClayeygravelPauSandsCleanSandsCua6and1Cc3ESWWell-gradedsand50%ormoreofcoarseLessthan5%fines9Cu<6and/orI>Cc>3”SFPoorlygradedsandfractionpassesNo4sieveSandswithFinesFinesclassifyasMLorMHSMSiltysand”HMorethan12°19fines”FinesClassifyasCLorCHSCClayeysand”’Fine-GrainedSoilsSiltsandClaysinorganicP17andp1015onorabove“A”line’CLLeancfoy”’50%ormotepassestheLiquidlimitlessthan50P1<4orplotsbelow“A”lin&MLSilt””No200sieveorganicLiquidlimit-ovendriedOrganiccia”°’”<075OLLiquidlimit-notdriedOrganicsilt’°-”’°SiltsandClaysInorganicPtplotsonorabove“A”lineCHFatclay’<’9Liquidlimit50ormorePilotsbeiow”A”lineMI-iElasticSiit’”’MorganicLiquidlimit-ovendriedOrganicclay’”<075OHLiquidlimit-notdriedOrganicstt”””‘HighlyorganicsoitsPrimarilyorganicmatter,darkIncolor,andorganicodorPTPeatABasedonthematerialpassingthe3-in.(75-mm)sieveB11fieldsamplecontainedcobblesorboulders,orboth,add“withcobblesorboulders,orboth”togroupname.°Gravelswith5to12%finesrequiredualsymbols:GW-GMwell-gradedgravelwithsilt,GW-GCwell-gradedgravelwithclay,GP-GMpoorlygradedgravelwithsiltGP-GCpoorlygradedgravelwithclay.°Sandswith5to12%finesrequiredualsymbols:SW-SMwell-gradedsandwithsilt.SW-SCwell-gradedsandwithclay,SP-SMpoorlygradedsandwithsilt,SP-SCpoorlygradedsandwithclay5CuDee/DieCc=(D3o)2D19xD0lfsoilcontains15%sand,add“withsand”togroupname.°lffinesclassifyasCL-ML,usedualsymbolGC-GM,orSC-SM.0LuUIU)-j0‘Iffinesareorganic,add“withorganicfines”togroupname.‘Ifsoilcontains15%gravel,add“withgravertogroupname.‘lfAtterberglimitsplotinshadedarea,sojiisaCL-ML,siltyclayK115011containsl5to29%plusNo.200,add‘withsand”or“withgravel,”whIcheverIspredomInantC11soilcontains>30%plusNo.200predominantlysand,add“sandy”togroupname.‘Ifsoilcontains30%piusNo.200.predominantlygravel,add“gravelly”togroupnameNp14andplotsonorabove“A”line.°P1<4orplotsbelow“A”line.“P1plotsonorabove”A”lineaP1plotsbelow“A”lineJterracon..C0060Forclassificationoffine-gralnedsoilsand1.ne-gralnedtraction50_ofcoarse-grainedsoilsEquationol4”-lineHorizontalatP1=410LL=25540.—thenP1=073(LL-20)Equationof“U”-tineVerLcalatLL=16toP1=7.sothenP1=0.9(LL-8)20•740010162030405060706090100110LIQUIDLIMIT(LLIFermiil—6l98 ROCKCLASSIFICATION(BasedonASTMC-294)IgneousRocksIgneousrocksateformedbycoolingfromamoltenrockmass(magma).Igneousrocksatedividedintotwoclasses(1)plutonic,orintrusive,thathavecooledslowlywithintheearth;and(2)volcanic,orextrusive,thatformedfromquicklycooledlavas.Plutonicrockshavegrainsizesgreaterthanapproximately1mm,andareclassifiedascoarse-ormedium-grained.Volcanicrockshavegrainsizeslessthanapproximately1mm,andareclassifiedasfine-grained.Volcanicrocksfrequentlycontainglass.Bothplutonicandvolcanicrocksmayconsistofporphyriesthatarecharacterizedbythepresenceoflargemineralgrainsinafine-grainedorglassygroundmass.Thisistheresultofsharpchangesinrateofcoolingorotherphysico-chemicalconditionsduringsolidificationofthemelt.GraniteGraniteisamedium-tocoarse-grainedlight-coloredrockcharacterizedbythepresenceofpotassiumfeldsparwithlesseramountsofplagioclasefeldsparsandquartz.Thecharacteristicpotassiumfeldsparsareothoclaseormicrocline,orboth;thecommonplagioclasefeldsparsarealbiteandoligoclase.Feldsparsaremoreabundantthanquartz.Darlc-coloredmica(biotite)isusuallypresent,andlight-coloredmicatmuscovite)isfrequentlypresent.Otherdark-coloredferromgnesianminerals,especiallyhornblende,maybepresentinamountslessthanthoseofthelight-coloredconstituents.Quartz-MonzoniteRockssimilartogranitebutcontainmoreplagioclasefeldsparthanpotassiumandGrano-Dioritefeldspar.BasaltFine-grainedextrusiveequivalentofgabbroanddiabase.Whenbasaltcontainsnaturalglass,theglassisgenerallylowerinsilicacontentthanthatofthelighter-coloredextrusiverocks.________________1tcracon__ ROCKCLASSIFICATION(BasedonASTMC-294)MetamorphicRocksMetamorphicrocksformfromigneous,sedimentary,orpre-existingmetamorphicrocksinresponsetochangesinchemicalandphysicalconditionsoccurringwithintheearthscrustafterformationoftheoriginalrock.Thechangesmaybetextural,structural,ormineralogicandmaybeaccompaniedbychangesinchemicalcomposition.Therocksaredenseandmaybemassivebutaremorefrequentlyfoliatedflaminatedorlayered)andtendtobreakintoplatyparticles.Themineralcompositionisveryvariabledependinginpartonthedegreeofmetamorphismandinpartonthecompositionoftheoriginalrock.MarbleArecrystallizedmedium-tocoarse-grainedcarbonaterockcomposedofcalciteordolomite,orcalciteanddolomite.Theoriginalimpuritiesarepresentintheformofnewminerals,suchasmicas,amphiboles,pyroxenes,andgraphite.MetaquartziteAgranularrockconsistIngessentiallyofrecrystallizedquartz.Itsstrengthandresistancetoweatheringderivefromtheinterlockingofthequartzgrains.SlateAfine-grainedmetamorphicrockthatisdistinctlylaminatedandtendstosplitintothinparallellayers.Themineralcompositionusuallycannotbedeterminedwiththeunaidedeye.SchistAhighlylayeredrocktendingtosplitintonearlyparallelplanes(schistose)inwhichthegrainiscoarseenoughtopermitidentificationoftheprincipalminerals.Schistsaresubdividedintovarietiesonthebasisofthemostprominentmineralpresentinadditiontoquartzortoquartzandfeldspars;forinstance,micaschist.Greenschistisagreenschistoserockwhosecolorisduetoabundanceofoneormoreofthegreenminerals,chloriteoramphibole,andiscommonlyderivedfromalteredvolcanicrock.GneissOneofthemostcommonmetamorphicrocks,usuallyformedfromigneousorsedimentaryrocksbyahigherdegreeofmetamorphismthantheschists.ItischaracterizedbyalayeredorfoliatedstructureresultingfromapproximatelyparallelLensesandbandsofplatyminerals,usuallymicasorprisms,usuallyamphiboles,andofgranularminerals,usuallyquartzandfeldspars.Allintermediatevarietiesbetweengneissandschistandbetweengneissandgraniteareoftenfoundinthesameareasinwhichwell-definedgneissesoccur.0JtI!rrcon__ EXHIBIT6CONSULTANT’SPERSONNELANDSUBCONSULTANT’SLISTING0Name:Role:Insertadditionallinesifneeded.ILLEGALALIENS:TheContractorcertifiesthattheContractorshallcomplywiththeprovisionofCRS8-17.5-101,etseq.TheContractorshallnotknowinglyemployorcontractwithanillegalalientoperformworkunderthiscontractorenterintoacontractwithasubcontractorthatknowinglyemploysorcontractswithanillegalalientoperformworkunderthiscontract.TheContractorrepresents,warrants,andagreesthatit:(i)hasverifiedthatitdoesnotemployanyillegalaliens,throughparticipationintheBasicPilotEmploymentVerificationProgramadministeredbytheSocialSecurityAdministrationandtheDepartmentofHomelandSecurity,orii)otherwisewillcomplywiththerequirementsofCRS8-17.5-102(2)(b)(I).TheContractorshallcomplywithallreasonablerequestsmadeinthecourseofaninvestigationbytheColoradoDepartmentofLaborandEmployment.IftheContractorfailstocomplywithanyrequirementofthisprovisionorCRS8-17.5-101,etseq.,theTownmayterminatethiscontractforbreachofcontract,andtheContractorshallbeliableforactualandconsequentialdamagestotheTown.IftheContractorobtainsactualknowledgethatasubcontractorperformingworkunderthiscontractknowinglyemploysorcontractswithanillegalalien,theContractorshall:(a)NotifythesubcontractorandtheTownwithinthreedaysthattheContractorhasactualknowledgethatthesubcontractorisemployingorcontractingwithanillegalalien;and(b)terminatethesubcontractwiththesubcontractorifwithinthreedaysofreceivingthenoticerequiredpursuanttosub-paragraph(a.)above,thesubcontractordoesnotstopemployingorcontractingwiththeillegalalien,unlessthesubcontractorprovidesinformationtoestablishthatthesubcontractorhasnotknowinglyemployedorcontractedwithanillegalalien.Page28of29 EXHIBIT7TOWNOFESTESPARKREFERENCEAUTHORIZATIONANDRELEASEFORMTo:ACorporationBy:_____________________APartnershipwhoseaddressis__________________(Proposer)AnIndividualProposerherebyauthorizesOwnertoperformsuchinvestigationofProposerasOwnerdeemsnecessarytoestablishthequalifications,responsibilityandfinancialabilityofProposer.Byitssignaturehereon,proposerauthorizesownertoobtainreferenceinformationconcerningproposerandreleasesthepartyprovidingsuchinformationnamedaboveandOwnerfromanyandallliabilitytoProposerasaresultofanysuchreferenceinformationprovided.ProposerfurtherwaivesanyrighttoreceivecopiesofreferenceinformationprovidedtoOwner.AnexecutedcopyofthisReferenceAuthorizationandReleaseFormmaybeusedwiththesameeffectivenessasanoriginal.By:__________________Title:____________________Date:____________________Page29of29CD